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055-300-113
-- -' '- ' '-------------'-'~---------- ---------- -- - - ---�- ----^� 8 U~-� ' . . . � ^ | ' M4RJ AILW/S Pe7nz Rd ' 1W/S.Pentz Rd, 1200/S Runnel Ct, Paradi 7— Permit � � 55-30-113 2756-91B,EMARJAMA, Earl' 4865 Pentz Rd, Paradise 11 FEA__ /55-30-113 � - --' ' / � . ~~ . . , , . . .� . ' , � . � , ' ' | . � ^ ' � . -_ ~~ , ' ' | . � 0 s J RESIDENTIAL 55-30-113__ ..-- 3275-91B,P,E,M MARJAMA, Earl 4 r 4865 Pentz Rd Paradi' JOB FINALE Signature V=%K , O ' Not OK Not = Not Ready MOBILE MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s P 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch " i 3. Sewer; Location -Test -Fall -C/O Concrete r t 3 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-Depth-Spacing-Cpnnectors-Steel 3. Decks; Griders and/or Joists-Decking-Brarcing-Stairs-Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors�k. 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 B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability) 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances -GA 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 -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ _/Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ P'LPG 7. Well Clearance & Disconnect 8. -Utility Clearance ti. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s " 1. Zoning Requirements -Setbacks Easements " 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 r t 3 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-Depth-Spacing-Cpnnectors-Steel 3. Decks; Griders and/or Joists-Decking-Brarcing-Stairs-Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors�k. 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 B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability) 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances -GA 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 -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O=Not OK = Not Applicable Not Ready RESIDENTIAL (,c ' = Date UND RFLOOR (Plans) OK except ft's Zoning -Setbacks -Ease ments-Flood-Slope Ftg.,_Main; Soils-Elec. / /" Ftg. Depth 3. FW, Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Ftg. Porches & Decks; Soils -Steel-/ /Ftg. Depth DA-ternwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a�!old Downs and Special Anchors Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel =9W V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11,,,V�ater Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 147 irders-Sills-Anchor Bolts -Joists -Vents -Cripples Q ')SSeS 15/Acces5 & Ventilation 1&. Insulation - Date%//?,/GJ/ Card B-1 Date'7/j7/-9V_ Card B-1,0'VVj Date a1\&Ab\X Card B-1 L" Date Card B-1-� Date PLUMBJNG (Permit) OK except ti's 1 Htr.: Vent -Access -Combustion Air -Baffle ---- ---- ----------------------------------- 1 7�epat ipe: Test & Anchor -Nail Protection 1 W.V.: Test -Fittings & Anchor -Nail Protection ------- ----- — Shower Pan: Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21, Gas Pipe: Size & Anchors -------- - -------------------------------------------------------- Date 4 Lf1 Card -B-1 Date Card B-1 ---- ------------------ ------------------------------------- Date b Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ti's Fi re & Transformer Clearance -Ins. Protection ----- — — --- ------------- Elec. Receptacles Spacing -Lights & Switches at Doors ---------- --- - . Size Boxes & No. of Conductors -Stapled ------------ - __ ----------------------------- _ 25 Romex Installed Close to Edge of Studs & C.J. a6/R uip. Ground made up w!Mech. Fastners-13Vn9-Fins-& Water ----------- - -------------------------------------------- 2 Appliance Circuts in Kitchen & Conductor SizerGFI ------- -- - -------------------------------------------- Subfeed Wire Sizer ga. Cu or AI-A.C. Wire Size / ! ga. _ Cu or Al 29. Range Circ ! rQ ga. rAI- en Circ. / / ga. Cu or At. Insulated Neutral No --_---- - -- 30. ervice-Riser Conductors & Ground -Main Disconnect 31. Equip_Clearances Panels-Motors-Mech. Equip. ------------- - ----------------------------------------- 32. CI hes Closet Light -Shower Light -Spa Light ----------------------- - _ moke Detector -------- - ------------------------- - - -- ------- ----------------- ---- -- -- --- -- Date `� f Gj� Card --1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECUA141CAL (Permit) OK except ti's A. .Ducts Insulation & Support ----------- -- ---- ---- - --------------------------------------------- 3 . Vent Fan: Exhaust above insulation -------- ------------------------------- ----------------------------------36. Condensate Drain & Overflow: Size & Grade ------------------------------------------------------------------------ 37. Furnance-Vent: Access -Comb Air -Return Air Vent -115 outlet ----------- --------------------------------------------------------- 3�-fiti c Access & Platform if Furnance in Attic ---------------------------------------------------------------------------------- �] ---- ----- -- ----- ---------------- Date % iL Card B-1 Date Card B-1 - - ----- - - - - -- -- --- --- --- --------- - ---„----------------------------------- - - Date Card B-1 i Date Card B-1 Date FRAMING (Plans) OK except ti's 39-'�,ls. Proper Material & Anchors ------- --- ----------------------------------------------------------- Ae'-Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ------------------------- 4 earing Walls over Girders & Floor Nailing -------------------------------------------------------- -------------------------------------------- Draft Stop in Walls (rat proof) ------------- 4�e -Stops: Furred Ceilings -Stairs -Chases -Tub ------------------- --------------------------------------- 4, Headers & Beam -Size & Bearing ►Ingle & Duplex) ' Date FRAMING (Continued) -Hangers-Post Caps -Anchors -Connect rs '/R CIng. Joist-Rftr. ties-'Purlin-roof Bra -Shthng.-Rfng. 47 Fir ace Ties or Type A Flue-Fi face Throat clearance - Attic Access; Size rotec ' Draft Stop -Ins. Baffles 4S�dorm. Windows or EX—n-g Doors -Sill Hgt. & Dimensions rage Fire Protection Framing 51. Property Line Firewall & Openings --- — -- 52.-E-. Doors -One 3_Chec-Garage-3rd Story, -"Exits_> S rs: Width -Heady om-Ris un-LarDdmg-Fire Protection plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access ------------------ - -- 57. Glazing Area -Glass tection-Skylights-Plastic 58. ear Walls; Warring -Bolts 9. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows DateQ Card Date Card B-110 Date t//(1" Card B-1 Gsy-+ Date Card B-1 e Date FI (Plans) OK except ti's 1. Steps -Door & Sidelight Protection -Landings ------- ------- S _ke Detector Furnace; Vents -Clearance -Comb. Air-Connector- In�arage; Above_Floor-Ducts-Meth. Protection ---6Q.'B (oom Exiting 66fG l'& Bath Fixtures & Tub Access -Spa Elec, Trim & Subpanel; Breaker Sizes & Labels --- ---------- --------------- lairs & R ------------ ails e lace or Stove: Clearances Hearth --- - Ztlets tlets at Wood Panel; Int. & Ext. --------------& Appliance; Grnd.-Air Gap -Cooking Clearance ----- & Receptacles at Kit. Counter ------ i�l. Garage Fire Door Swing -Landing -Closer 7� C -Duct in Garage -Damper - lr. Htr.; Vents -Clearance -Comb. Air -Connector -P. In Garage: Above Floor -Meeh. Protection r~ 7 Ib.,.Elec. & Mech. Equip. Listed for Location Vis, - --- ---_ 7 I c. Reptacles m Garage: (G.F.I ) Romex Protection Iulation- Foam- Looked in Attic 0 Yes ------------------/------- • 7@,, u rd Rails & Deck Construction -Post Caps 1 7 . do Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor-. 0 Yes / 80. Following instld. Drive U -1'e -s C No; Walks U Yes C1 No; Planters- C) Yes 11 No .-------------- --------------- tucco: Brown -Finish---------------- _ f.CeUnit; Disconnect. Electrical, Plumbing 8 . ents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to O enings ter_Well: Disconnect, Electrical, Plumbin Elec. Trim: G.F.I. Receptacte-Underground ---------- en--r -a-so-T-hr-o-u-g--hout—Ho--use- _ I s Protection ions from Previous Inspections ...------------- --- ...---------------------- ----------- %Ga§ `Test -Meters Tagged; Gas Electric _ - - - - rJa. W r & Sewer Connected -C/O to Grade -HD Approval- T nergy Compliance Certificate -Other Certificates Date/J Card B-1 Date Card B-1 Date �..��ar8-13 1 _ Date Card B-1 -- Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS _ A6 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541: 747 Elliott Road, Paradise = Phone: 872-6307 CORRECTION NOTICE Me a � ��� -Z2,7 y/ nui� d C DCDAAIT Kin A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. 1 h 1 M 6 J Date 12 Inspector COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 , 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE P244J40".4 3 2 i-5-- %! OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Lo -j, Ir g oM t o 0+ r 4 l w G f r o f efo— '5j� vl,n .'/ /rO�rcA A // MerA/ 6,yy --5 ® fIVA- J^J SL)4`iv N Date �Z Inspector �� i 1HE-1 UNDERSIGNED 'MANUFACTURER HEREB K CERTIFIES that the products identified below and on attached sheets Nos, are marked with the .collective mark. of the American 'Institute. of Timber Construction (AITC) and are manufactured in accordance with the manufacturing and fabricating provisions of __C13A=R_29 OF ' THE UNIFORM BUILDING CODE FOR GI,UI{D LAi1I.t9A1ED TIMBER AS__M011IL1I;n IN ACCORDANCP WITH NER 267 and that such manufacture has been at our plant in CMACA,"-C.13-D ���. ,, RRG.ON , which plant has a quality control system approved by the Inspection Bureau of.tl)e American Institute . of Timber Construction and inspected periodically by such Bureau. . 'Earl Marjama :. .$.4.865 Pentz $D. Paradise,. CA 95969 JOU NAME: STOCK JOB LOCATION: SACRAMENTO CSC 7144 CUSTOMER'S OnDEn NO. TITLE 10/1/90 5898-•1303 DATE mrGn'S ORDEn NO. WEYERHAEUSER CO -✓ COMPANY _T.AMI[N=,1) 'rr/TMB.E/R-RRODUUCTS A[ _ onESS1I.C11WAY 99 SoIYrlf DATE_ � AI TC HEREB Y CERTIF/ES that the said company at its said plant is licensed by the AMERICAN INSTITUTE -OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which.comply with applicable provisions of said code and report(s), that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE 0)= TIMBER CONSTRUCTION, and that, in the judgment of AITC,-said company is capable of complying with applicable manufacturing and testing provisions of said code and report(s) in respect of products manufactured at said plant. Con- formance with the said code and report(s) in respect of any specific or particular product is the sole .responsibility of the manufacturer; AITC's certificate hereunder being that the said company is qualified to produce a product meeting the said code and report(s) and that its plant is periodically inspected and verified by the AITC Inspectioq Bureau. AITC Certi/icale No. 10744 E AMERICAN INSTITUTE Of= TIMBER CONSTRUCTION AITC FORM IDCE O 1903 AMERICAN INSTITUTE OF TIMDEn CONSTRUCTION Owner ?'� Permit No. ENERGY CERTIFICATION _41j LOCATION A.P. N0. I HEREBY CERTIFY THAT THE ABOVE INSULATION'WAS INSTALLED IN THE ABOVE BUILDING IN CONFORMANCE. WITH THE STATE OF,CALIF. ENERGY REQUIREMENTS. HAWKINS INDUSTRIES INC. # 622184 FI AME NERR STATE CONTR. LICENSE NO. I ere rti -the abo5i'nsu.ration and all re u' m shown Y Y q fired items as s o on the Building Depart. 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. IM--------- -------------- FIRM NAME/OWNER (PLEASE PRINT) STATE CONTRACTOR'S LICENSE NO. PIR b— SIGNATURE OF GENERAL CO TRACTOR/OWNER DATE - - This certificate must be on file with the BUILDING DEPARTMENT prior to final inspection approval and a copy shall be' -posted within the building. JANUARY 1984 DESCRIPTION OF INSULATION ROOF MATERIAL -BRAND NAME THICKNESS THERMAL RES. EXTERIOR WALL MATERIAL FIBERGLASS BRAND NAME CERTAINTEED THICKNESS. z 5, THERMAL RES. / CEILING BATT OR BLANKET TYPE-Fibergla®BRAND NAME CERTAINTEED THICKNESS 1 dt',t" THERMAL RES. i LOOSE FILLTYPE IN.SUL-SAFE IIIBRAND NAME CERTAINTEED THICKNESS THERMAL RES. FLOOR,ELEVATED MATERIAL FIBERGLASS BRAND NAME CERTAINTEED THICKNESS Z ti THERMAL RES. gj FLOOR, SLAB MATERIAL BRAND NAME THICKNESS THERMAL RES. WIDTH FOUNDATION WALL MATERIAL BRAND NAME THICKNESS 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 INDUSTRIES INC. # 622184 FI AME NERR STATE CONTR. LICENSE NO. I ere rti -the abo5i'nsu.ration and all re u' m shown Y Y q fired items as s o on the Building Depart. 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. IM--------- -------------- FIRM NAME/OWNER (PLEASE PRINT) STATE CONTRACTOR'S LICENSE NO. PIR b— SIGNATURE OF GENERAL CO TRACTOR/OWNER DATE - - This certificate must be on file with the BUILDING DEPARTMENT prior to final inspection approval and a copy shall be' -posted within the building. JANUARY 1984 F11 w COUN JY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 PEER/MIT NQS APPLICATION AND PERMIT , BUILDING PERMIT ASSESSOR PARCEL NUMBER 055-300-113 ZONING ARMH 1 OWNER EARL MARJAMA TELEPHONE &7_7� SQ. FT. OCC, BUILDING VALU ION 2 36 R 14 3 -6 OWNER'S MAILING ADDRESS 77-4 %G-6 G 440 NOTTINGHAM DRIVE PARADISE 0077`// 1526 CONTRACTOR'S NAME OWNER TELEPHONE 149 0 1,043 CONTRACTOR'S MAILING ADDRESS Fireplace i "All 1,500 CONSTRUCTION LENDER NONE UNKNOWN Total Valuation $ 122.11 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 615-50 ARCHITECT OR ENGINEER NONE LICENSE NO. Plan Checking Fee ,$' 307-75 Energy Plan Checking Fee $ 15.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 4865PENTZ ROAD PARADISE Permit tee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 13 2.00 26,00 Solar or heat pump water heater 20.00 LOT NO. 3 SUBDIVISION NAME 1 PARCEL MAP 1 '99-- 1% Water piping 5.00 5 00 Each gas water heater or vent 5.00 USE OF STRUCTURE SF[J Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5 00 Building sewer 5.00 Mobile Home Is G W 10.00 ea TYPE OF WORK -1 Addition El Remodel F1Utilities ❑ Installation[]Other E]Permit NewIX Describe work: 3 BDRM Fee $ 50.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 1Q,QQ Main service EA. ADD'L 100 AMP 2.50 2,50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I 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- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.BI OR ADDNS. ACC. BLDGS. , /20sgft 73.40 NEW CONSTR.U TI.OUTLET NON-RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20®gOQ eAL990 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 9 15.00 Permit Fee $ 95.90 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. V\ 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. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling OVER 3 TON 11.00 Hood 3.00 Ventilation - Permit Fee $ 33.00 Contractor 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 agains id Count luence of the granting of this permit. I < Date r Signature of Applicant — Owner Contractor ❑ Agent ❑ An OSHA permit is required for exc ations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height Mobile Home Installation Fee $ , Energy Inspection Fee $ 30-00 c coNST e �/ � TOTAL FEE $ 116 .15 HAz. can — PARK -- S FL CDF PAR PD I is u This permit is hereby issued unser the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated a ove for which fees have been paid. IR. TOA F UBLIC WORKS �j By Date PE IT EXPIRES ate Receipt No. 6>3liiil; WNITC-D.P.W., `/ALLOW-ASOCSSOR, PINK -IN ECTOR. GOLDENROD -APPLICANT v.. ' ..�.\\..`; �e.+.�r-- ..--,..�.,;�..,ii"`u�-^r: �►►'4i� i'".rrf„df ,,,�� �^i r�'yy, ..`P.f"r�A'��Y= �ti. �id-l. _ �i •- COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS: BUILDING DIVISION I ION 7 COUNTY CENTER DRIVE - OROV'6LE 1 CALIFORNIA 95965 - ELE®NE: 916/538-7541 4 PERMIT APR.LIC'ATION DATA SHEE' Permit No. 0/ OWNER '`� �l /'7 A. P. No.oillp CASs, AL3 Proposed Building Use -38i TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance -70 ownKr location AP # '. Driveway permit CJ/l/� has been issued for the above propejcty. IL si ature date F COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 3 7 County Center Drive - Orovlller California 95985 - Telephone: 916/536-7541 APPLICATION AND PERMIT !V ASSESSOR PARCCL NUMBER 5-300 ' t3 ZONING BUILDING PERMIT owNfiR ^ n ^ /.�.A T�� HONNEE SO. FF OCC. BUILDING VALUATION J 3J OWNER*-._-/.' _,ArnnRfiSS -. , "A—SW d riN6-�y,4 o� P_�r �,s��s�G9 6 i -- g & CONTR A� � - N TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace � CS O CONSTRUCTION L Na ze— UNKNOWN Total Valuation $ L LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ SO ARCHITECT OR ENGINEER LICENSE NO. Pian Checking Fee $ 20 �� ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ 9•(6 � 27 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 vd Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5,00 (} USE OF STRUCTURE SF,Q Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 -00 Building sewer 5.00 5, CV Mobile Home TTG W 10.00ea TYPE OF WORK New cR Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other ❑ Describe work• Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service Boo"100AMR OLESS P OR LESS 10.00 , Q� Main service EA. ADO'L 100 AMP 2.50 7,5Z> CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I 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. 71 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) ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR.&) OR ADONS. ACC. SLOGS. I ,� 20sgft173, U NEW CONSTR ULTI.OUTLET NON•RESIO 9RANCH CIRC' ITS 12.50ea1 POWER APPARATUS e SINGLE OUTLET CIR. ) i E x. OCCUp\( OUTLETS OR FIXTURES '208701 I,AL 33o2l FIXED APPLNS. OR Ex. Occup. ourLETs IREsID., EA.) 2.00 Temporary service j 10.00 Mobile Home Facilities 115.00 Misc. Wiring 9 15.00 Permit Fee $ Sy9� 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. ❑ 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 suchPermit provisions or this permit shall be deemed revoked. Contractor , MECHANICAL PERMIT Filing Fee 10.00 Heating n6il i`r S-keJ1 I 1 -CA3 9 Conlin e -S-td ,©0 Hood 3,00 3 I Ventilation3-I gip© Fee $ 3300 Contractor 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 consequence of the granting of this permit. X Date Signature of Applicant — Owner F-1 Contractor ❑ Agent ❑ An OSHA Permit is required for excavations over 5'0" deep and demolition or construct- ,on of structures over In height. Mobile Home Installation Fee $ Energy Inspection Fee 5 occ CONST TYPE //��=_ TOTAL FEE S HAS CUA I ;-ARK. :iCML FLD OF ��P =o ., :moo... see I i l j This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provl- resolutions to do have been paid. WORKS Date /3/stories Receipt No. [ U D 778` 36 7 NNIYE-O.P.W.. YELLOW-4seC»OR. PINK -INSPECTOR, :OLOENROO-APPLICANT Z �Q d- LUMBER SPECIFICATIONS SIZE SPECIE GRADE MEMBER(S) TOP CHORDS: 2x 4 OF tf 1 1- 4 BOTTOM CHORDS: 2x 4 DF •1 1- 3 W 2x 4 D ST WD 1- 4 OFF PANEL SPLICETE: Off panel point sp es are to etl• at 1/5 the panel 1 gth +, 6' a either end of the panel Indicated• except end panels. Iq s TRUSS SPAN 24'- .00' TPI SINGLE MEMBER FORCES GD. C -4x4.3 LOAD DURATION INCREASE - 1.25 T 11111 -1264 8 1- 1166 W 1- -276- SPACED 24.0' O.C. T 2- -1100} B 2-, 772 W 2- 388 12-00-00 T 3- -If00; B 3- 1166 W 3- 388 LOADING T 4- -1264- ( W 4- -276 LL + DL ON TOP CHORD - 23.0 PSF 4.37 .0-44.3 `; DL ON BOTTOM CHORD - 10.0 PSF* + LEFT - '•672 RIGHT - 672. TOTAL LOAD - 33.0 PSF* Y is ' . 12 *5 PSF REDUCTION TAKEN ON BEARING'AREA),REOUIREO (S0. IN) BOTTOM CHORD, A%IAL STRESS ONLY. JOINT t1 1 -.OB OF.-/ 1.66 HF 1 JOINT •.5 1.08 OF / 1.66 HF .t C -1.5x2. f QRpFESS/0,V to o s C -4x4.3 0 ALT. N ' 3.5DETAIL 12-00-00 - 4.37 .0-44.3 `; r 12 lr 5.00 E� 5.00 ; 1 C -1.5x2 6 C -1.5x2. f QRpFESS/0,V tEXR 6-30 �4 0 o 0.25'o 'r No. 33183 C -2.5x4.3 C- C -2.5x4.3 C -2.5x4.3 .5x4.3(NS) V C x5.10 C -2.5x4.3 (AS) r CIVIL �P QF CAI\F��? 24-00-00 Scale: 1/4' , JOB NAME: NOR CAL ( CORPE WARNINGS: - General Notes, unless otherwise noted: FILE NO.: T-24-5-33* 1. Read all General Notes and Warnings before construction of trusses. 2. Builder and erection coffimctw should be advised of all General Notes and 1. Design to support loads as shown.! 2. Design assumes the top and bottom chords to be laterally braced at DATE: 10/21/91 Ver 4.4 Warnings before construction commences. 3. 1s3 compression web bracing moat be Installed whom shown +. 3'•0 or. and at 12'•0" o.C. respectively. 3. 2x4 Impact bridging or lateral bracing recommended where shown + p +. resisting4. All lateral force resisting elements such as temporary and permanent bracing, 4. Installation of truss Is the responsibility of the respectivecontractor. . 5. Design assumes trusses are to be used In a noncorrosive environment. r REF.: 25-1 DES. BY: SK --� must be designed and provided by designer of complete structure. Computrus assumes no responsibility lor.such bracing. 5. No load should be applied to any component until atter all bracing and and are for "dry condition of use. 6. Design assumes full bearing at all Supports shown. Shim or wedge if necessary. ' COM Opus Inc. SEQ.: 275726 fasteners are complete, and at co time should any loads greeter than design loads 7. Design assumes adequate drainage is provided. 8. f?lales shall be located on both faces of truss. and so their center ' be applied to any component. ' S. Computrus hes no control over and assumes no msponsibllity for the placed with joint center lines. hies - indicate 9. Digits indicate. size plate in inches. asNUE�ETUaiNG ENGiNEEeiNG • COGrGUTEe eTerE-e . fabrication handl! ng, shipment and limitations of components. 7 This design la famished subject to the limitations on tress designs set forth l 10. Far basic design values 11 the Computrus Plate. indicated by the prefix "C", See I.C. B.O. R.R. 4211. by the Ouse Plate Institute in "Bracing Wood Trusses. BWT-76", a copy of 11.- The Computrus. Net Section Plate is indicated by the prellx "CN". the ` which wilt be furnished by Computrus upon request. designator (18) Indicates 18 ga. material is used. All others are 20 ga. s D -4 -FA -VEL G/ RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) p / !,Bldg. Permit # 3 % OWNER �MPr .A.R. # In Checker GE��NER��AL 9,� L% g/ 1�7aning requirements: (sideyards and number of permitted living units). � 1.a4+s signed by designer. 4. Proper description of work on application. % -=EX sting violations on property. 6. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). corded notice of violation. PLOT P N omplete parcel size and dimensions. Setbacks, sideyards, easements, etc. 34 ---Other buildings or structures. 4—grading, fills, drainage. F 5P-F-1ood hazard. Special conditions on creation map, (noise, CDF, fire sprinklers, non-comb- ustible, and foundations). j 7. U & FAS road setback. 8. Bui 'ng or utilities across lot lines (Record form). FLOOR PLAN 1: /Cm late to scale 'plan with dimensions. • '- • ,'" ' P.Required quired windows for light.and�ventilation (Sec.,1205):- `• windows for second e_xit.(Sec. 1204)., tylights (Chapter 34 &,• Sec: 5207). - Human impact glass (Sec:' 5406): eq.uired_room sizes, ceiling heights (Sec. 1207). GI's in baths, garage, kitchen,'aiid exterior','outlets (Artiole 210-8). 8t/Light fixtures, switches, receptacles, and exterior receptacles for main- tenance of mechanical equipment. E " _ • 94 ---Lo ations of water heater, heating and cooing equipment, other electrical or gas equipment. a 1 ��irewall, door size, and :c los`er(Se,c. 5.03(d)(3)). 11. - 3.0 exterior'•exit door (sec. 3304 MI. 1 ,FF,'eplace and wood stove location,`alcoves','and clearance! 1-,-t -e.detectors, (Sec. 1210)�•�r' �.. ' 1 Plumbing fixtures,` water 'closet''clearances and shower size. STRUCTURAL DETAILS -�. ^trri hrnr�%ineered 'design (Table+25V) . ` UnrYsual•shape; sizesplit level house r esig i�restory requiring balloon frarding 'and`/or engineering.'. 4T--Th-Th--story building requiring engineered ;calculationsan a i.�4eva,tions dation plan complete enough to construct building. I'd C. Q CiFA(z WAtA oor construction details complete.enough to construct building. and wall.construction details complete enough to•construct building 8l/Roof cons,truction,details•complete enoughito construct building. ice construction details and calcs if necessary. Fl,,��,�Krage fter ties or.bearing ridge beam. door or porch header sizes. Stud heights.. Adobe soils - special foundation design. Retaining walls requiring. design.,: Special Inspect.ion required. I . a RESIDENTIAL PLAN CHECKING GUIDE 8/91 MISCELLANEOUS ITEMS TO LOOK OUT FOR . Stairway,details: landings, rise and run, head clearance, handrails _ �3'ec. 3306) . 2/ Guardrail details (Sec. 1711 & 3306(j). 3. $rick or stone veneer (Chapter 30). error plaster -weep screeds (Sec. 4706). Pamper roof pitch for roof convering (Chapter 32). oovering type - (fire hazard). 7 -.--Foam insulation - protection. X36" halls and stairways. °.;•iPg-area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. -—o exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). Attic access and ventilation (Sec. 3205). lid -floor access and ventilation (Sec. 2516). ombustion air for fuel burning appliances - L.P.G. requirements. ,14-e requirements on duplexes. T5� E ergy design: 19wFlashing at all exterior openings. 1,Z�F responsible area requirements. 14f V4F%4L"44 9E'C"R (vS ��HE fZ N( s m V_J HS •Ry4 Tt�� J wE2 LSVE L Z�t s' M67rQ+ FM 8 17 j(Z- p - toles r 'ra�-j rx V 0'r "w-L'EV, GS. LS �r p N1A�T. -13(-72-7 p.RM� w t,yAvMRI Au H. gam- . yam.. iC rte ,BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One ''Form perBuilding) A.P. Number a_4&5 " tom' Au" ilding Department No. School District A/60i_�-*,P City D County M, Jurisdiction Property Owner Project Location/Address Subdivision. olle kly& Residential Development: � a # of Living MHI Units Commercial/Industrial: OW New IA' b Ise Lot Number Sq. Footage tl.1/ Addition (Group R) Sq. Footage Addition (Including Exterior Roofed Areas) Building Department Representative Date i (Floor Plans reviewed by School District Personnel) District Id No. School District certifies that (Applicant ape ) ( Phone Number) (Street Address) It'd �q (City) .(State) (Zip Code) has complied with the requirements of Resolution No. by the payment of $ :J�,O V representing--2el_�square feet: Sch of District Representative Date PAID BY CHECK NO. � BANK NO REMARKS: PAID BY CASH white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) a 0 i .1� RESIDENTIAL�� y w, 55-30-113 2756-91B,E MARJAMA, Earl r 4865 Pentz Rd, Paradise (new garage) i, f t f � n i Ir • I F s —x i JOB FINALED (Date) Signature a - .1� RESIDENTIAL�� y w, 55-30-113 2756-91B,E MARJAMA, Earl r 4865 Pentz Rd, Paradise (new garage) i, f t f � n i Ir • I F s —x i JOB FINALED (Date) Signature V OK O=Not OK = Not Readyable MOBILE HOMES 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: / /" L'Yt. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECK OVERS, CARPORTS, GARAGES, (Plans)OK except #'s o ng Requirements -Setbacks -Easements 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.-Rfg.-Bracing 5. Alum. n.; Columns -Con ctions-Splice-Decal-Enclosures rports; Windows -D26 Elec is •8 r g; Sils-Anchors-Studs-Rftrs-Trusses S' ng; Nailing -Veneer -Stucco -Mesh Ryaf'Shthg-Roofing 6, -.`Ext.; Steps -Doors -Landings Date Card B- Date 7 Card B-1 Date l/ Card B-1 Date and B-1 Date POOLS (Plans) OK &Eelft #'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 -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O = Not OK =Not AppR%ab!! - Not Rehady6y RESIDENTIAL (Single & Duplex) ' = Dat�'i" UNDERFLOOR (Plans) OK exce t N's p 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth v. rty., rurcnes a uuC KS, pu11J-JlCCI-/ /rry. vepui I 5. Stemwalls, Main; Steel-Blockouts-Wrapped o. ' lIUMWa15. uaraye; JIeCI-CIUGKUUIS-vvrappeu 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 N's 16. Water Hir.: 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-1 -------------------- -------------------- -------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ft'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 Size/GFI --------------------- -------------- ------------------------ 28. Subfeed Wire Size r / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At --------------- ----------------------------------- ------------------------------- 29. ---------------------------29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ---------- -------------------------------------------------------------- 30. -- Conductors & Ground -Main Disconnect ------------------------------------------------------ ------------- 31 Equip. Clearances Panels-Motors-Mech. Equip. - - - ------------------------------------- 32. Clothes Closet Light -Shower Light -Spa Light ----- --- -- ------------------ --- ------ - - 33. Smoke Detector ------------------------ ------------------------------------------------------- Date Card B-1 Date Card B-1 --------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except ft'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-1 Date Card B-1 Date FRAMING (Plans) OK except a's 39. Sils, Proper Material & Anchors ------- ------ - --------------------------------------------------------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ----------- ------------------------------------------------------- 41. Bearing Walls over Girders & Floor Nailing ----------------------------------- ----- -------------------- 42. 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-roof 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 _ 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 H's 61. Ext. Steps -Door & Sidelight Protection -Landings ---------------------- _____ 62. Smoke Detector 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection 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. 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. ----- ----------------------74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection ---------------------------------------- 75. Plb., Elec. & Mech. Equip. Listed for Locatiog ------------------------------ 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection ----------------------------------------- 7 . Insulation -Foam -Looked in Attic ❑ 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 ❑ Yes ❑ No; Planters- 0 -Yes ❑ No ----------------- -------------------- - 81. Stucco: Brown -Finish ---------------------- --- 82. A.C. Unit: Disconnect. Electrical, Plumbing - ------------------------------------ - 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 86. Ventilation Throughout House .. - - - ------ ------------------- 87. Glass Protection ----------------------------------- ------------------ 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 Card B-1 Date Card B-1 Date _Card B-1 Date Card B-1 Date - Card B-1 Comments at Final: COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS ' 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile - Phone: 538-7541- 747 38-7541747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER I?- 75 -6/1- I?i A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. l Date Inspector �!/ S O L D O LOADED: EARL. MARJAMA 4865 PENTZ RD. PARADISE, CA BUILDERS SUPPLY DIVISION OF COLLINS PINE COMPANY P. 0. BOX 2377 PARADISE, CA 95967-2377 PHONE: 916-877-4475 95969 DEL: L cy-- - -I � TIME: _ DATE: . 5HW DCBE DATE I INVOICE NO. 08/26/91 P201852 MARJ50 CUSTOMER NO. i SALESMAN CUSTOMER ORDER NO. DATE ORDERED DATE DELIVERED DELIVERY ADDRESS 6 0298 08/26/91 08/26/91 4865 PENTZ QUANTITY ITEM NUMBER UNIT DESCRIPTION PRICE AMOUNT D -E -L -I -V -E R M O -N -D -A -Y P.M. 120 9226104 BF 2X6X104-1/4"DF 2/B S4S 720.00BF @ 494.84/MBF' 356.40 16 922618 BF: DF 2B 2X6X18' S4S . 288.00BF @ 328.72/MBF 94.67 30 CD38 EA 3/8X4X8 CDX INT.PLY 7.424 222.72 2 9141417 EA_ - 1/2X13 1/2 1650 LAM 9.860 159.72 1 . 9161210 BF DF 1B 6X12X10 S4S 60.00BF @ 1122.00/MBF' 67.32 .00 900.83 65.31 .00 -.00 966.14 .00 966.14 CHARGE NON -TAX MDSE. TAXABLE MDSE. SALES TAX MISC. CHARGE MIS C. CREDIT GRAND TOTAL CASH RECD. ACCOUNTS ARE DUE AND PAYABLE ON THE 10TH AND PAST DUE ON THE 11TH OF THE MONTH FOLLOWING DATE OF PURCHASE. LEGAL ACTION MAY TERMS: NET CASH. NO DISCOUNT BE INSTITUTED FOR COLLECTION. A LATE CHARGE OF 1'h% WILL BE IMPOSED EACH AND EVERY MONTH ON ALL PAST DUE BALANCES, THIS LATE ' CHARGE IS LIQUIDATED DAMAGES MEASURED BY THE TIME THE MONEY IS WRONGFULLY WITHHELD PLUS ADMINISTRATIVE COSTS RELATED TO COLLECTION AND ACCOUNTING FOR A LATE PAYMENT. SINCE IT WOULD BE IMPRACTICAL IN EACH INSTANCE OF DEFAULT TO ESTABLISH THE ACTUAL DAMAGES BY ACCOUNTING PROCEDURES BUILDERS SUPPLY AND THE BUYER HAVE AGREED IN ADVANCE THAT 1%% EACH MONTH IS A FAIR ACCEPTED AND ' COMPENSATION FOR LATE PAYMENT, ALL MERCHANDISE RETURNED FOR CREDIT MUST BE ACCOMPANIED BY THE ORIGINAL INVOICE. NO • e EXCEPTIONS. RETURNS WILL BE SUBJECT TO A MINIMUM 15% RESTOCKING CHARGE. NO RETURNS ALLOWED AFTER 30 DAYS. GOODS RECEIVED BY 93 CERA OF IHE UNDERSIGNED MANUFA C TUBER HER EB Y CERT/PIES that the products identified below and on attached sheets Nos. are marked with the collective mark of the American Institute of Timber Construction (AITC) and are manufactured in accordance with the manufacturing and fabricating provisions of'' , CHAPTER 25 OF THE' U ]LMEM. I3UIIDTNG CODE FOR GLUED LAMINKI1;D TIMBER AS MODIFIED BY TC R0 RF:SIMR QI EM -P NO 3346 I and that such manufacture has been at our plant in 'COTTAGE GROVE, OREGON`—* which plant has a quality control system approved by the Inspection Bureau of the American Institute of Timber Construction and inspected periodically by such Bureau. JOB NAME: STOCK READERS JOB LOCATION: CUSTOMER'S ORDER NO. 44906 DATE 1 / 1 6 /,91 MFGR'S ORDER NO. - 4FIi(1-1 ilii ~ I WEYERHAEUSER COMPANY SIGNA COMPANY LAMINATED TIMBER PRODUCTS TITLE 4• . SUPERVISORADDRESS IiIGI'bdAY 99 SOUTH - GATE 2/13/91 AITC HEREBY CERTIFIES that the) said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable) provisions of said code and report(s), that the Ildt;tlil,u:y ud Ille Ililllllly k:111111 Ill sy411111 In 01lij1:1 SII suitl liltuil Is lu!iludlUtllly lnspeeted and veilfled by the Inspection Bureau of the AMERICAN INSTITUjTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said code and report(s) in respect of products manufactured at said plant. Con- formance with the said code and report(s) in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's certificate hereunder being that the said company is qualified to produce a product meeting the said code and report(s) and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC (�efrificale No. 11599 E , AMERICAN INS ITUTE Or TIMBER CONSTRUCTION V 1983 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION f CERA OF IHE UNDERSIGNED MANUFA C TUBER HER EB Y CERT/PIES that the products identified below and on attached sheets Nos. are marked with the collective mark of the American Institute of Timber Construction (AITC) and are manufactured in accordance with the manufacturing and fabricating provisions of'' , CHAPTER 25 OF THE' U ]LMEM. I3UIIDTNG CODE FOR GLUED LAMINKI1;D TIMBER AS MODIFIED BY TC R0 RF:SIMR QI EM -P NO 3346 I and that such manufacture has been at our plant in 'COTTAGE GROVE, OREGON`—* which plant has a quality control system approved by the Inspection Bureau of the American Institute of Timber Construction and inspected periodically by such Bureau. JOB NAME: STOCK READERS JOB LOCATION: CUSTOMER'S ORDER NO. 44906 DATE 1 / 1 6 /,91 MFGR'S ORDER NO. - 4FIi(1-1 ilii ~ I WEYERHAEUSER COMPANY SIGNA COMPANY LAMINATED TIMBER PRODUCTS TITLE 4• . SUPERVISORADDRESS IiIGI'bdAY 99 SOUTH - GATE 2/13/91 AITC HEREBY CERTIFIES that the) said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable) provisions of said code and report(s), that the Ildt;tlil,u:y ud Ille Ililllllly k:111111 Ill sy411111 In 01lij1:1 SII suitl liltuil Is lu!iludlUtllly lnspeeted and veilfled by the Inspection Bureau of the AMERICAN INSTITUjTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said code and report(s) in respect of products manufactured at said plant. Con- formance with the said code and report(s) in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's certificate hereunder being that the said company is qualified to produce a product meeting the said code and report(s) and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC (�efrificale No. 11599 E , AMERICAN INS ITUTE Or TIMBER CONSTRUCTION V 1983 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION CER�7OF INE UNDERSIGNED MANUFACTURER HEREBY-'C'ERTIFIES that the products identified below and on attached sheets Nos. are marked with the collective mark of the American Institute of Timber Construction (AITC) and are manufactured, in accordance with the manufacturing and fabricating provisions of'- CHAPTER 25 air.�sa�+►nn:g`�7�\�rl�►q\7�\l�/rPiil� and that such manufacture has been at our plant in 00 TI'AGh GROVE, OREGON which plant has a quality control system approved by the Inspection Bureau of the American Institute of Timber Construction and inspected periodically by such Bureau. JOB NAME: STOCK i1EADERS JOB LOCATION: CUSTOMER'S ORDER NO. —4490A DATE V TITLE -Q.-C. SUPERVISOR ADDRESS MFGR'S ORDER NO, 4fnn-1 M71 COMPANY LAMINATED TIMBER PRODUCTS 99 SOUTH DATE 2/13/91 AITC HEREBY CERTIFIES that thel said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable Iprovisions of said code and report(s), that the Iulclllhluy id dw 111111llly l:111111ol sysll.illl til el ll;cl WI si►Id 1110111 Is p0l iutlluully inspeoled and ved ied by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said code and report(s) in respect of products manufactured at said plant. Con- formance with the said code and report(s) in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's certificate hereunder being that the said company is qualified to produce a product meeting the said code and report(s) and that its plant is periodically inspected and verified by the AITC Inspection Bureau. FITC I erlihcale No. 11599 E AM[ RICAN IMT ITUTE Of TIMBER CONSTRUCTION Pi)8 I AMERICAN INSTII'U"rE OF TIMBER CONSTRUCTION COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER ocici—,inn—i ZONING ' BUILDING PERMIT OWNER EARL MARJAMA TELEPHONE 877-1399 ,SQA FT. OCC. BUILDING VALUAT JJq 1120 M 20,160 OWNER'S MAILING ADDRESS 440 NOTTINGHAM DR. PARADISE 95969 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER NONE UNKNOWN Total Valuation $ 20.160 Filing Fee g $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER NONE LICENSE No. Plan Checking Fee 146.5 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS4865PENTZ RD RARADISE Permittee $ 229.75 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other DET GARAGE SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G'I W 0.00ea TYPE OF WORK New[ Addition [I Remodel❑ Utilities❑ Installation❑ Other F1 Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service aoov OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Bushes$ 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- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST.DWELLING OCCUP.61 OR ACDNS. (ACC. BLDGS. , /z¢sgft LET NEW CONSTR.S,D. RANCH C RCC NON* ESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS 6 (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 2011509 5A1.0 30 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 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. i 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. Contractor MECHANICAL PERMIT FiIirig Fee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor 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. 11 1 also agree to save, indemnify and keep harmless the County of Butte againstHAz. all liabilities, judgments, costs, and expenses which may in any way accrue again aid County in co equence of the granting of this permit. X w, . _ Date b Signature of Applicant — OwnerContractor ElAgent F]work An OSHA permit is required For excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL E 267.75 cuA PARK SCHL F c PARS v PD I HD Is E This permit is hereby issued unser the applicable provi- sio is of the Butte County. Code and/or resolutions to do indicated ab ive for which fees have been paid. OR 0 ELIC WORKS BY Date �7 4 PERMIT EXPIRE Date— L!j 9�/ Receipt No. 97135 267.75 WHITE-D.P.W.. YELLOW-ASSf3SON. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF•PUBLIC-WORKS - BUILDING�DIVISION 7 COUNTY CENTER DRIVE - OROVILLE,•CALIFORNIA 95965 - TELEPHONE: 916/538-7541 P //�� ERMIT APPQLtCA 11UN DATA SHEET � �� lrglc-//-plolq ^ Permit No. (/ j —3 / OWNS=R A. P. No. t Proposed Building User4�.f CrA0AG4f' Building Inspector_ Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .............. 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in di plic•ate'Ariplicate, signed by preparer.of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. r 5. Hazardous Material Form. ......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions ............................................... 10. Fees of $ 11. Chico Urban Area fees paid ........................... ........... 12. Park fees paid ...................................................... 1 School District fees paid ....•.......... Sanitation approval from PAJ'AO�Health Department, M "7t3`_: °I 15. City of Chico plumbing permit ......................*............... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: _. X18. Improvements may be required. Contact Land Development Section DPW,%:,= - .19. Driveway permit (construction approval required prior to occupancy) ` 20. Pre -Inspection for required ` ; Pre-Inspec. request 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 Acknowledgment Statement ......... 25. Letter of signature authorization .......... GeelnC or _ZW re HJT . � J 7 � ' 27. ?f, ° f - xt When you issue the permit, process as follows: it to owner. Mail to`contractor. N: Telephone cjnd tiold�for pickup at t office. Deliver w/inspector. Other eMR•- 1t nt 4 Date 00 -6 -11 1 I l - Copy of H'dz-carr n s C�lth ��tt.L ire ution Date Copy of plans sent Heat ept. Fir Dept. i Other Date By The following data must.be_submi.tted prior to permit issuance: (Circle new item -not checked above). 1. Index permit for above items No. n 2. Additional items requirep.)z pt' -)?M t 1 Contractor, designer, owner, was advised of above required data by'_phone—nail counter by ..date Contractor, designer, owner, was advise of above required data tiy_phorie_mail_c unter by date n Plans checked by ate Plan -s approved by Date I Copy—DPW Sets of plans on hold ii_�_File cabinet AP folder TO Buildina Department � FROM: Environmental Health SUBJECT t Sanitation Clearance I Rl osy Yo-- /13 -Owner Loc tio* AP# Plan Approved for: Sewaqe Disposal Water Supply Hold final for: Water Supply Final clearance O.K. for: Water Supply Cl f/ Clearance for /bedro/om mobile home. Other NOTE * � ani tarian Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916.1'538-7541 APPLICATION AND P_ ERMM 990#/ ASSESSOR PARCEL NUMBER (l _ -300 — (0 ZONING - BUILDING PERMIT OWNER��4�� et J T��.ePHONE g �/11120 S0. FT. OCC. BUILDING VALUATION W1 26 /6 OWNER'S MAILING ADJDRLESS - CONTRACTO 'S NA'�C - TELEPHONE W CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUC IONN LENDER 4 Vi�. VNKNOWN Total Valuation $ I Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT, OR NGINEER LICENSE NO. Plan Checking Fee $ •C.S Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESSL(S P ty Permit fee $ .'1 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE �d/p,v SF ❑ Duplex❑ Mobilehome❑ Other dl//LL �,TT ((��� SPECIFY Gas piping system 1 - 5 outlets Gas 5.00 Building sewer 5.00 Mobile Home S I G I W 0.00 ea TYPE OF WORK N' New Addition❑ Remodel❑ Utilities ❑ Installation❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 _ Main service 600V OR OR L I00 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑NON.RESID I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force andteffect.SINGLE License No. Classification, EDI, 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) ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OC ,P.ai\ OR ADONS. ACC. BLDGS. zo , /2dsq ft NE w CONSTR ULTI.OUTL T BRANCH CIRC ITS 2.50 ea POWER APPARATUS e OUTLET CIR. Ex. OCCUp(OUTLETS OR FIXTURES (2AL@30 eAL�3o¢ IXED Ex. OCCup. OU LETS (RESID IREA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. IYirin 9 15.00 Permit Fee $ 3O WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 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. ❑ 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. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor 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. 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 consequence of the granting of this permit. XTh;s Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct. ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ HAz CUA I PARR scrlL i FLD coF PAR I PD I, ,o. Issu= i I i permit is hereby issued unser sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. ?_7135 -267-2— WHITE-D.P.W., YELLOW-ASSrS70R, PINK -INSPECTOR, GOLDENROD -APPLICANT • � .; � � s �� ��� �, COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) Yn 2. I (have/have not) 9NVC signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City • Phone Contractors License No. a 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: ° Property Owner Social Security Number Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification.must be completed and returned to our office before we are per- mitted to issue the permit. b v 5� TO�L. oT- ;,.{.:?:a'.s,sie't•. '`p., a 'F'r' -'qs '+,''a _-'xr +S - .�",as. fi'. �' i r fir, _ •���� w,�'. .�, s+.� Zit's •=/d i� - y 41, s �~. a .��t+�il,.+ aoa s r.>�a� P'- %� • 9� . ��fG V1. � �r 'k,}:� t '� •fs�rt• a.r �•.1�rYsw�9 ' I Now j •�'j: "�..� Si7�:rvr5• faY/y ^i�"f J �.d � S 'Y'o � www s/w��Q � - - ., ,i.••.r'.a ot C3AOUddV oQgc ed 1H1/d3apNla3flg vSe o[.z d O/u oso7 �A/lpNf1}0,J 3LLM 01 s7 hits 31va�sy a!nFJp�S . s saywryy • ar'1 P NI'P T-�aaw +a4NnBx7 '� f NM 1Q/97B1Vi1 Mkisv 1 GAj Gar or . irs 1 .r --� � 9 PgILS�LYA031av vno3aNv �3 y< —QK` 1 `IN3Aa Y03MV 30A06d i 9, • 1 roves* mam : 1 � (1� 1 { a/c -I ea!w'Plir X .rHaC . .t r . j ail �paa rcrN-MP R -P9 'M 473 77 •a1 P�fu u!! I .w • r Ijj �m 1 { ;_ �: it •,r••''• .l 1.4V14M o 1 1 y' ,.y Yaui o P"o rrPn s �3N'8-orh Tws�as �vJs J3 L +.,. d Y3D 3'+J �rruarj _ 8 Y3s(1 y1 ws�q r ' • t .tea . r. �a±m T �^ ie r a vP7 Faa•"B PsWN -p '{ I I ,..,. • Po aspa, R 6'!S"a-1 •6''4`!S "`ni�fl 1 { I 1 - .ate �y+v. .a.N I..�a awt� a+ap 4 •H an Puya'il .c) P9�wd 4< ?"r4W7 vn4uyryaF-a0hls 6� � � I =1 . ! uwiaf•p •outaF1'tttw .% y 'W'x am Diu U% I ..'1 lib -um y ;61 a—.q o& aw Aa • i ; IN- 4&w,lvc+aowml 1 � "'S'3e.m Pr asaT1 P •+ � :� •1 - J � ai. '7 si IIMF:r� l;'.. 4{ _�•{ ` Aw ^ �- COMPUTER METHOD SUMM�RY - ^ ==�================================= ^ ^ Page 1 C -2R Project. Title.....�,�. Family Detac ed Building Front Orientation. Date........ 1;/09/91 Project Address........ 4865 Pentz Rd ' 1 --------------------- Number pf Building Stories. Paradise ' Sleeping ' | � Documentation Author... Robert A. M��ngrk..tm Floo� Construction Type.... | Building Permit # | Company................ Paradise.Mech. Design | | Telephone.............. . (916) 877-3979/877-0602 cf ' | Plan Check / Date | \ Compliance Method...... MICROPAS3 by Enercomp, Inc. | | Field Check/ Date } � Glazing Percentage.....''.. .... ..... ... ..... ----------..... .... .... .... ..... .... ..... } � MICROPAS3 v3.11 File-4MAJAMA Wth-CTZ11 Program -FORM C -2R | � User#1P1342 User -Paradise Mech. Design ______________________________ Run | . =============... ================================================ = =.... MICROPAS3 ENERGY USE ..... .... ..... .... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ... .... ..... .... SUMMARY ..... .... ..... ..... .... __ ..... ..... .... = = = = Energy Use ' Standard Proposed = Compliance = = (kBtu/sf-yr) . = Design ........... ....... ..... ..... ..... ..... ..... ..... .... .... ..... .... ..... Design Margin = = Space Heating.......... .... 32.88 __________ 10.29 ..... ..... ________ = 22.59 = = Space Cooling.......... 16.96 c.? = Water Heating = 6.83 10.02 -3.19 = = = __..... ..... .... ..... .... _ Total 56.67 ..... ..... ..... ..... .... ... ... .... 29.44 27.23 = = *** Building ====================..... complies with Computer ... ..... ... .... ======================================== = Perform i*",(:-* *** = � GENERAL INFORMATION .... ..... ..... ..... .... ..... .... ..... ..... __.... ..... .... ..... .... ___ Conditioned Floor Area..... 2985 sf \ ` Building Tv e.............. Single Family Detac ed Building Front Orientation. Front Facing 80 deg (E) Number of Dwelling Units... 1 ' Number pf Building Stories. 2 Sleeping ' Weather Data Type....,..,.. ReducedYear ' Floo� Construction Type.... Slab On Grade (Package �) Number of Building Zones.'' 2 �~="v«��wO����TY Conditioned Volume.....'.'. 25725 cf ' Footprint Area.....''.'...' 1673.5 sf Slab -On -Grade Area..''..... 114O sf ~~°°�'�~��°w'm�m�P���N Glazing Percentage.....''.. ���� Average Ceiling Height'.''. G'6 ft ���������������� BUILDING ZONE INFORMATION ..... .... ..... ..... _..... ..... _..... .... ..... .... ..... ..... ..... ..... ..... ________ Floor \ Area Zon� Type . itioned (sf> � � ------------ ------- ------- T-IVI LNG ' ' Living Yes 1845 'SLEEPING (ft) ..... ..... .... ..... .... _ Sleeping ' Yes 1140 ��� # of Vent pecial Volume Dwell Thermpstat Height Vent Area (cf) ..... ..... ..... ..... .... .... ..... ... ... Units ..... ..... .... .... .... Type ..... ..... .... ..... ..... .... ..... _.... .... ..... ..... (ft) ..... ..... .... ..... .... _ (sf) .... ..... ..... ..... ..... ..... ..... .... .... 16605 `1.00 LivingStat 8.0 n/a � 9120 0.00 SleepingStat 8.0 n/a .51 N ii 4-1 0 LL !,I -.0 iY !:h Frf !Y CO zo cc cc LD .7 Z r 0, ---q 0 0 C 11 iii CO <7 I—) H Z -:0 3 J 00 T 2� i7 Z -Z, 4j Or Lt, C, U L---,' Cc Cr- aj jlE i—C M Mr C-4 > . . . . . . . . . . . . . . z4" ..j'F.! M: UO !,I -.0 iY !:h Frf !Y CO zo cc cc LD .7 Z r 0, ---q 0 0 C 11 iii CO .-C. -.0 ..0.,o -� -C. Z -:0 2� Z 77 aj .-C. -.0 ..0.,o -� -C. Z -:0 Z 77 . . . . . . . . . . . . . . C' I —4 D_ 0 IN i -I T C.- IN ILI-j cTn-4 3 3 LD 0 -ID :> ., COMPUTER METHOD SUMMARY Page 3 C -2R \ ` Project Title... Marjama Residence Date. . . . . . . . 10/09/91 MICROPAS3 v3.11 File-4MAJAMA Wth-CTZ11 Program -FORM C -2R | | User#-MP1342 User -Paradise Mech. Design Run-Marjama Enhanced | ________________________________________________________________ .OVEPHANGS AND SIDE FINS _..... .... .... ..... ..... ..... ... ..... ..... ___________ ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface ' (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght --------- __ � LIVING _____ _____ _____ ____ ____ ____ ____ ____ ____ -___ ____ ____ ____ 1 Window' 57.0 5.5 , 4.0 9.() 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 118.4 5.5 4.0 9.0 '0.5 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 35.0 5.5 4.0 6.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 54.4 5.5 4.0 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 40.0 5.5 `4.0 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window. 12A 5.5 4.0 2.0 0.5 n/a n/a n/a Ra n/a n/a n/a n/a 7 Window 37.5 5.5 4.0 9.0 -0.5 n/a n/a n/a n/a n/a n/a n/a n/a SLEEPING 8 Window ` 60.0 5.5 ' 4.0 6.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a ( 9 Window 134.6 5.5 4.0 6.0 0.5 � n/a n/a n/a n/a n/a n/a n/a n/a ` 10\Window 6.0 5.5 4.0 6.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS. Area Thick ____________ Heat Conduct- Surface Mass Type., _______________ (sf) ______ (in> Cap ivity R -value Locatio /Comments L I V I N _____ _____ ________ ________ --------------------------- _________________________LIVIN . 1 InteriorHorz 208 1.5 24.0 0.67 R-0.0 tile: kitchen & baths 2 InteriorVert 93 1.5 24.0 0.67 R-0.0 tile: kitchen & baths 3 InteriorVert 64 4.0 200 0.59 R-0,0 fireplace: living room SLEEPING 4 glabOnGrade 1140 3.5 0.0 0.98 R-2.0 Slab floor in basement HVAC SYSTEMS Minimum ____________ Duct Duct Duct System Type ________________ Efficiency Location R -value Efficiency LIVING ____________ _____________ _______ ------------ _________LIVING HeatPump 16.1 HSPF Crawlspace R-5.79 0.895 i` Heabump 16.50 SEER Crawlspace R-5.79 0.910 ` SLEEPING . ` . HeatPLA mp 16.1 HSPF Conditioned R-5.79 1.000 Heatpump . 16.50 SEER Conditioned R-5.79 1.000 WATER HEATING SYSTEMS Capa- R-12 or _____________________ Pilot System # of c'ty Greater Effi/c- Standby Input Size Type Heat (gal) Blanket iency Loss Rating (Btuh) Credits Storage _ ____ _____ _______ ___________ ______ ____________ -------- ----------- -Electric 1 52 Yes 0.99 RE .8% 4.5 kW n/a Recovery I&ECIAL FEATURES/REMARKS _..... ..... ______ this building incorporates a Zonally Controlled HVAC System. HOT WATER RECOVERY by HOT WATER SAVER CO. GROUND SOURCE HEATPUMP by US POWER CLIMATE CONTROL ` ~ CERTIFICATE OF COMPL'ANCE: RESIDENTIAL ` ' Paqe 1 CF -1k Project.Title.......... Marjama Residence Date........ 10/09/91 Projecht Address....... . 4865 Pentz Rd ' --------------------- � � Paradise Documentation Author... Robert A. Mangrum | Building Permi+# | Company .............. a. Paradise Mech. Des'ign | | Telephone......:....... (916) 877-3979/877-0602 | Plan Check / Date | . | | Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone.........,. 11 ----------------------- 1 -------------------- | MICROPAS3 v3.11 File-4MAJAMA Wth-CTZ11 Program -FORM CF -1R | | User#-MP1342 User -Paradise Mech. Design Run-Marjama Enhanced | � ---------------------------- _----------------------------------------------------- ' GENERAL INFORMATION _..... .... __ ` Conditioned Floor Area..... 2985 sf Building Type.............. Single Family Detached ` Buildi6g Front Orientation. Front Facing 80 deg (E) ` Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Con truction Type..;. Slab On Grade (Package D) Infiltration Control....... Standard BUILDINEiSHELL INSULATION ---------------------------- Component ________________________ Component Insu] Fype R -value Location/Comments Wall R-15 Front wall, LEFT WALL, BACK WALL RIGHT WALL, FRONT WALL, LEFT WALL Right wall Roof R-38 attic Floor R-19 CRAWLSPACE Door R-2 front door, TO OUTSIDE SlabEdge R-0 TO OUTSIDE, TO CRAWLSPACE i'` Glazing ONientation ------------------- .Window Front (E) Window Left (S) Window Back (W) Window Right (N) THERMAL MASS ' - ____________ Area Thickness Hard Surfaced/ Type (sf) (in) Exposed ____________ ______ _________ ______________ InteriorHorz 208 i.5 Yes InteriorVert 93 1.5 . Yes InteriorVert 64 4.0 Yes SlabOnGrade 1140 3.5 No Location/Comments ________________________ tile: kitchen & baths tile: kitchen & baths fireplace: living room Slab floor in basement GLAZING . Area #.of ... .... .... Interior Exterior` Framing (sf) Panes ______ _____ Shading __________ Shading ______________ Overhang ________ Type 157.02 None None Yes --------- _______.57.0 Metal 178.4 2 None None Yes Metal 264.0 2 None ' None Yes Metal 55.5 2 None None Yes Metal THERMAL MASS ' - ____________ Area Thickness Hard Surfaced/ Type (sf) (in) Exposed ____________ ______ _________ ______________ InteriorHorz 208 i.5 Yes InteriorVert 93 1.5 . Yes InteriorVert 64 4.0 Yes SlabOnGrade 1140 3.5 No Location/Comments ________________________ tile: kitchen & baths tile: kitchen & baths fireplace: living room Slab floor in basement ^ ` ` 1081NO3 31VWII3 83MO6 SO Aq 6WO6lV3H 308OOS ONOO89 ^03 MAVS 8MVM lOH Aq AWAOM8 831VM l ^melsAS JVAH peIIoiluoJ AlIeuoZ e sejejodiozuT BuTplTnq sT.l' ..... .... .... .... ..... ..... .... ..... ..... _... ..... .... .... ..... .... ..... ..... .... .... .... ..... __ � SA8VU8/W8O1V34 WI336S - AM»oze8 918 -180T -M -A6 MOW seA 3o __________ ____________________________ _______ _____ s4Tpej3 (Ienbe pexojdde jo) lequeI8 (leb) ABJeu3 # IepoW pue Aejnjze+nueW jeqeejg loA AO 3T-8 muel _____________________ � SWMSAS 9NI1V3H 8MUM T zjAqzeI3 ^eBejoqS ____ ____________________ 4eeH edA1 melsAS to # qn�8 :sezeujn2 I7yque3 seg JOY Indqno mnmTxeW 33J 00093XOS9 83MO6^SO MOO BuT1003 00093XOS9 83MO6^SO 00009 S^91 BuTloo3 00093XOS9 83MO6^SO 00009 S3T^9T 5ujjeeH ..... ..... ..... .... ..... ..... ..... ..... ..... .... .... .... ..... .... ..... .... .... __.... ..... ..... ..... ..... ..... ..... .... _..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... .... ___________ _______________ (lenbe pexojdde Ao)(qnq8) AzueTzTY13 melsAS IenqzV # IepoW pue jeinjzelnueW qndqnO Ienjzi�) ' ----------------------- .' SWMSAS JVAH ' 6L^S-8 PeuoT4Tpu03 8339 0S^qT dmndqeeH ' 6L^S-8 PeuoTITPuoJ A6SH T79T dmn6leeH `! 6L^S-8 ezedsImej3 833S 0g^91: dmndleeH ' 6L^2-8 ezedslmej3 Y6SH T^qT dmn6qeeH ..... ..... ... ____ __..... .... ..... ..... ..... ..... ..... ..... .... ..... _ ..... ..... .... ..... ..... .... ..... .... .... ..... ..... .... _______________ enIex-8 uoTqezol AzueTzT143 melsAS pemnssW qznO IznO pemnssd � ____________________ SW31SAS JVAH O3WOSSv _______________________________________________________________________________ | pezuequ3 emeQeW-unN u5neO ^qzeW esTpeje6-AesO w2T6W-mesO | W8OA-meiboi6 TTZl3-4lM VWV2VWt-ATT" TT -2« 2SU6O83IW | =============================================================================== T6/60/0T ^^^^^^^^eleO ezuepTse8 emepeW ^^^^^"^^^^eIqT1 Izer0i6 =============================================================================== 8T-�3 3 ebe6 MI1NMISM :30NVIl6WO3 JO 3lV3IAIl8M.) CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -11:,: Project Title.......... Marjama Residence Date........ 10/09/91 | MICROPAS3 v!3.11 File-4MAJAMA Wth-CTZ11 Program -FORM CF-11:�'! | | . User#-MP1342 User -paradise Mech. Design Run-Marjama Enhanced | __________________________________________________________________________ COMPLIANCE STATEMENT ------------------------ -.This ___________________ .This certificate of compliance lists the building features and performance <`speci.fiLations needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative code. � ,7his certificate has been signed by the 'individual with overall design responsibility and the building owner, who shall Wtain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special.Features/Remarks section. DESIGNER OWNER Na me.... ` Name.... Earl Marjama Company. Company. Owner/Builder Address. Address. 4865 Pentz Rd . . Paradise CA 95969 Phone... Phone... SignedSigned (oare) (date) DOCUMENTATION AUTHOR <` N@me.... Robert A. Mangrum Name.... Qompany. Paradise Mech. Design Title... `Address. 390 Starlightct ' Agency.. Paradise, CA. 95969 Phqne... (916) 877-3979/877-0602 Phone... Signed............. . . ..... . .. ........ V �._q Signed _ - ENFORCEMENT AGENCY (date) Aluo sezeuing leAquez seB Ao, eIqezTldde qndlno mnmTxeW 33.3 ^quemdTnbe JVAH eq� BuT40elas ueqm sJo4zey lie JepTsuoz oq,Ay:ITqjsuodsej s^Jeukseil 3VAH eqj`` si 41 ^peJepTsuoz eq osle 4snm ^^04e ^uTWem Aje4es BuTzTsJexo 'quem6lnbh ' to A4TlTqelTexe "BuTzTs IToz ^sein;ejedmel u5jsep joopjno isquemeilnbij,�! moI! JTe se qzns sJoIze4 ubjsep quexeIej JeqqO ^juemdlnbe ON�o� uoTUeIes aq4 BuTqzey4e eTAeqTjz eqq go euo Aluo eje umoqs spool eql :ejoN ' 2108V 0360S Pool Ie4ol ` ___________ ___________ 603TT e/u ^^^^^^^^^'^^^'^^^^^^^^pool 4ue4e1 t9212 0360G ^`^^^^^^^^^^^'^^^^^^pool eIqTsueS LWT G383 ^^^^^^^^^^^^^^^^^^^^^^^^^^^s4znO 00T3 e/u ^^^^^^^^^^`^^^^^^^^^uleg leuje4uI GMS 329VT ^^^^^^^^^^^^^^^^^^^^^uoj4e04Ij+uI VWTT e/u ^^^^^^^^^^^^'^^^^^^^�ieIoS BuTzeIg 9998 AWvT ^^^~^^^^^^^^^^^uoT4znpuo3 Bulzelg 0828 2206T ^^^^^^JeIoS pue uolqznpuo3 enbedO ___________ ___________ _________________________________ (4M8) (4M8) uoTqdTjzseO Bu11003 Bp T 4eeH ' ..... ..... .... ..... _.... .... .... ......... ..... ..... ........ ..... ..... .... ..... ..... ... ..... ..... ..... ..... .... ..... ... ..... ..... ..... _..... A8vWWDS OVOI 91\1I-1003 ONV 9NIlVEIH ` 02^0 ^^^^''^um4zejy.pool queqe,-.l seA ^^^^^^^^^^^^^^^pesO BuTpeqS A V2 ^^^^^^^^^^^^^^^eBue8 jemmnS A W ^^^^^^^WseO epTsu) JemmnS J 66 ^^^^^^uBTseO epTsqnO jemmnS j 0L ^^^^^^^uB!seO epTsuI JeluTM j 02 ^^^^^^uBTseO epTsinO jejuTM seejBep 8^62 ^^^^^^^^^^^^^^^^^^^epnqTqe-I 39I0V8v6 ^^^^^^^^^^^^uoT4ezol BuTzTS (3) Bap 08 BuTzey 4uoAA ^^^^^^^^^^uoTlejueyO 4uRJ I 4z 03L93 ^^^^^^^^^^^^^^^^^^^^^emnloA Is 9863 ^^^^n^^^^^^^^^^^^eeAU Aool--:I UW8OM 71V831\139 ` _______________________________________________________________________________ . | pezuequ3 emerjeW-un8 uBTseO ^qzeW esmem-jesO 3t2T6W-#jesO | | 9NIZIS 3VAH-meABoM TTZlJ-44M VWV2VWt-elTA TT^2« 2SU6O80IW | --------------------- IT ^^^^^^^^^^^euoZ e4emTIJ | e4eO /Hzaq3 pleTTI | ^zuI ^dmozjeu3 Aq 2SV6083IW poqW ezue-!:IdmqJ | | e4eD / Nze43 ueI6 | 3090-AL8/W622LI8 (9T6) ^^^^^^^^4^^^^^euo4deIe1> | ( ubiseO ^qzeW esTpeje6 ^^^^^^'^^^^^^^^^Auedmo3- | # jTmAe6 BuTpItn8 | mnibueW ^V 4jeqo8 ^^^Jo4lnv uoTje4uemnz6O ----------------- --------------------- 138 z4ue6 gq% ^^^^^^^^sseAppV WeM6 T6/60/0T ^^^^^^^^eWO ezuepTse8 eme��eW ^^^^^^^^^^eI��l 4zeFoA6 ` . WAH T e5e6 ' ' 9NIZIS 3VAH HEATING AND COOLING LOAD SUMMARY BY ZONE . -------------------------- _----------------- ZONE 'LIVING' ' ^ ' Floor Area....................... 1845sf Volume.....:..................'... 16605 cf ` Sensible Load.................... 19843 11172 ` . . � Latent Load.................,.n/a 3351 ..... ..... ..... ..... .... .... ..... .... .... ..... .... Zone Load 19843 14523 Heating Cooling Description (Btuh) (Btuh) _________________________________ OpaqueConductioh and Solar...... ___________ 9595 -------------- __________Opaque 6061 Glazing Conduction ...........,... 9212 5527 Glazing Solar..................'.. n/a 7806 Infiltration..................... 9445 3450 Internal Gain.................... n/a2100 � Ducts ....^....................... 2825 1247 <` Sensible Load. ............ 31077 26192 � Latent Load......,............... n/a '7858 ` Zone Load ..... .... .... ..... .... ..... ... ..... ...... _ 31077 ..... ..... ... .... .... ... ......... ..... __ 34050 ' ZONE 'SLEEPING' � � ^ Fl oor rea....................... 1140 sf ' Volume; .... a..................... 9120 cf Heating Cooling Description _________________________________ (Btuh) (Btuh) Opaque Conduction and Solar...... ___________ 9440 ___________ 2519 Glazing Conduction............... 5216 3129 Glazing Solar.................... n/a 3628 ' Infiltration..................... 5187 1895 Internal Gain.................... n/a 0 Ducts............................ 0 0 ` Sensible Load.................... 19843 11172 ` . . � Latent Load.................,.n/a 3351 ..... ..... ..... ..... .... .... ..... .... .... ..... .... Zone Load 19843 14523 USPOWEW/' CLIMATE CONTROL, INC. GSDX' HEATING AND COOLING SYSTEM SPECIFICATIONS COMPRESSOR UNITS GROUND COILS AIR HANDLING SUPPLEMENTAL�HEATER WATER PRE, IIEATER COMPRESSOR UNIT FEATURES *Superior Efficiency *Heavy Duty compressor *Internal Overload Protection *Noise and Vibration Isolation *Crankcase Heater *Heating and Cooling Expansion Valves *Short Cycle Protection *Filter Drier and Sight Glasses *Easily Accessible Charging Ports *5 -year Limited Warranty on Compressor *Thermostat with Indicator Lights *So -lid State 24 Volt Control Package *High/Low Pressure Protection *Connections For Optional Hot Water Exchanger GROUND COIL FEATURES *Heavy Duty Copper Tubing *All Parts Ready for Brazing *Limited Original Owner Lifetime Warranty on Coil and Header *Each Copper Field Includes Serial Number for Warranty Registration AIR HANDLING FEATURES *Available In Three Configurations Vertical Air Handler Horizontal Add On A -Coil .*Heavy Duty Construction *Multi Speed Motor *Direct Drive Blower *Insulated Cabinet *24 Volt Control Package *Washable Filter & Racks USPOWER' CLIMATE CONTROL, INC. GROUND SOURCE DX HEATING & COOLING SYSTEM SYSTEM SPECIFICATIONS COMPRESSOR MODEL GSDXC2400 GSDXC3000 GSDX 600 GSDXC420 GSDXC4800 11, GSDXC6000 CoHeating & Capacity24 000 U H 30 00 BTU 6 000 42 OOOB U 48 OOOBTU H 60 p00BTU H / Dimensions2" 6 30 W x 20 34 8" Weight v to 1 be. lbe 90 lbs. 1 121 lbs,200 be. X203 lbe7 Connection e 0 Silver Braze Nitrogen Pur eVolt ! Voltage/HZ/Phase 0 208 30 60H2 have RLA 3 4 3 2 5 30. 134.3 LRA59 t ea eMax)30 .8 30 1 93 0 20 1 4Q 125.0 40 M 142.0 / 40 7 Refridger°HCFC-22r COP k4-75 Seasonal Ave a e� ! 6 SeAverage-7 $16,125 seasonal Ave T WDDI Vapor Lines (opi Conn. Q1 Q7 Number of Coils 'Q 2 1 !EE 2986 1 24 Number of Manifolds Maxe t a e To Comp 2 eet - Call USPCC for additional ca abi ities Maxe a 75 feet - Call USPCC for additional capabilities Line set Required Vaoor (001 718" 1/8'. -Licmid (Op Fittince Included 3/61, Line Set To-Grognd Coil 2„ Pit Confiamrations Smmare 25x4O 35X45 1 40x45 I 50x45 -Butterfly Alternatives 2x90 14 90 x90 1 19X90 1 22x90 E Chevron, Call Factor 26x90 Coverage S 1,000 1 200 5 5 800 2 025 2.250 a e Hose Length AIR HANDLING 10 00 t 00 t. 00 t. 200 ft 200 ft Vertical o at GSD V2400 GSDXV 0 I *GSDXV3600 GSDXV4200 T GSDXV4800 GSDXV6000 imensiono Height 43"____7 56 46" 50"60" Width Denth 20 20 1/21, 26" 28" 28" Weiaht u ated iFori0 4 1 05 be. 26 b° 2 2" 147 be. 22 3 lbs. 1 22 1121, 196 lbs. o-Aration GSDXH 400 GSDXH3000 GSDXH3600 GS 00 GSDXH4800 I GSDXH6000 Dimensions Height Width 20^ 43" " 36.. 5" 46" 25,. SS" Death We t c to 2 112 lbs, 131 lbs. 1 8" 130 lbs. 1 155 lbs, 28" 181 lbq. 28" 212 lbs. A - Coil configuration —Dimensione GSj2XA2400 GSDXA30 0 I -GSOXA3600 IGSDXA4200SDXA4 00 GSDXA6000 Reight Width6 4^ 1 3/4" 14"^ 6 3/4" 6 34" 18 6 4" 0 1/2 - _Jo 6 1/2" 28 3/4- Depth 0" 20" 1 21 1/2" 2" 1 1/2" o e s Sizes D —Gas 8" 8 MaxTine set To COMI) (OD) 7/8" an 3/8" L Lou Id 2 feet - v id e MaxS feet - Call USPCCo dditionAl capabilities Rated o e C as 00 0 0 *Air Handling Configuration Packaqe Includes Comoressor Unit SUPPLEMENTALS Seriee 2400 to 3600W A 0 80 I RT111"40V 16400 Min.circuit Amos Air Handle Hea er Circuit 1 Circu t 2 Circuit 3 30 08 7.68 26200 q SAXX1411 ___j 56 36000 60 5 36 5 400 6 30 Series 4200 0 6000 DAYX1509-8 64 00 60 BAYX1514 1 14.40 122 60 p 0 88 0 0 0 DHWPS ONS VOLTS/HERTZ/PH WATER CONN REFRIDG CONN Water Pre neacer �12.SHx14 Wx6 25 DI 110/60/] I 2 0 t�2" r n 2 a i i r NovEm6o� 13, 1991 CEC—CEP.TIFTED—CENTRiiL'AIR—CONDITIONERS MAHl7FA-CTURED BCY U '!FG MFG NkM—E BAA BRAND_ThMr TYPE MODEL MODEL' SPLIT C VOLT AG_ --------------------------------------------------------------------- —---------- PHASE COOLING -7NPU1 S=:K GER TEST COOLINC TEST INPUT TEST CD HP HSoF HP -�?-H-=T HF_41__NPuT ---------------------------------------------------------------------- -------------- ---- HP-47—STANDBY HF -47 -ACCP -ia 17HEAT HP -1 7 INPJT H° 17 COP A IPLV ------------------------------------------------------ —------------------- — 1 48000 2909 16.5 -- 4t.00Q 29o3 4.7 A 29 -?l AR -Yl h USP USPOW_P, CLIMATE CONTROL USP USPOW-ER, CL.MAT= tONTROL 53 GSDKL4600 GSDXV4300 1 4B00G 2909 16.5 4ei0U0 296 4.7 h 2G—MAR-91 N US? USPOWER CLIMATE CONTROL USP USPOWER CLIMiATE CONTROL 53 GSDXC4600 GSDXM4600 1 46000 2909 16.5 - 48030 2963 4.7 h 29—MlAR-91 h USP USPOWER' CLIMATE CONTROL USF USPJWER CLIMATE CONTROL 53 GSDXC6000 GSDXA6000 1 60000 3636 16.5 6Gu00 3704 4.7 h 29-MAii-91 h USP USPOWER CLIMATE CONTROL USP USPOwER CLIMATE CONTROL 5.-3 GSDXC6000 GSDXV.000 1 6000(i 3036 16.5 60000 3734 4.7 h-2G-yAic-5►1 N US? USPOWER-CLIMATE CONTROL USP USPOWER, CLIMATE CONTROL 53 GSOXCoJOJ uSDXHGJU 1 oU000 3636 16.5 — 60000 3104 4.7 M 29—MAR-91 N 1 0 i• S4L> SPOOL OUT ml f 1 230 230 1 23; 1 230 1 23C I STRUCTURAL CALCULATIONS ' - ' FC,R MMV `�YPICAL CANTILEVER RETAINING WALLS ' WENDELL REINERTSO! - ARCHITECTURAL DESIGNING 1054 LISA LANE PARADISE, CA 95969 CALCULATIONS ARE. IN COMPLIANCE WITH THE 1988 EDITION OF THE UBC . - ` �-�+�w*� SIGNED . ° DATE FRANK L. TYUKOS,�-��E 32434 , ' .^ *3U 1 ' _-~~~k° + F L T ENGINEERING ��VN�� 5790 CLARK ROAD ���ww '-~'' PARADISE, CA 95969 /� ���� (916) 872 0254 ���������-��� J�� - ' ~~ ~ ���-�'���=0 � ��~�' ./ �\��~. Vl SUBJECT: !=;}_;NC . CANTILEVER RETAINING WALLS $Ye FLT T DATE: 6/90 JOB NO.: r_r,:.l: — PROJECT: WENDELL RE I NERTSON •— ARCHIL DESIGNING 1 054 LISA LANE, PARADISE, CA 95969 FLT ENGINEERINim 5790 CLARK ROAD PARADISE, CA c`aHEE'I 1 O !I. �Nl : T =_;_ ANT I LEVER RETAINING WALL_ SUPPORTING RESIDENTIAL ROOF, FLOOR AND STUD WALLS. '_ODE 1988 UBC SUPERIMPOSED LOADS o MIN. DL_ = .010 x (3+3+2) = .19 F -:/l MAX. LL- = .030 x 17 -i-.010 x C:17 -3:r +.010 x 17 -;-.008 x S = .88 f.:/i ALTERNATE MAX. LL. = .050 x (7.5+8.5) = .80 k/l. LOADING , \-R ABOVE IS CRITICAL FOR BOTH i H - BEARING (INCLUDES DL+LL_ ) AND SLIDING RESISTANCE (HIN. DL ONLY) , MA& Li_ — ROOF ( SNOW) + ADD' L L I G ! T *ROOF DL + ADD' L HEAVY ROOF DL- + ADDF' L WALL_ DL. ALT. MAX. LL_ — IST '< 2ND FLOOD:: DL --L CNO ROOF LOAD? CALCIS FOR: S" THICK WALL N H i . 41-8" HIGH — SHEETS W. 59-5" HIGH — SHEETS 4 & .8" THICK WALL- g H:O. 61-8" HIGH -- SHEETS 6 & 7 H4. 71-8" HIGH -- SHi--L--TS 8 & 9 H51 81-8" HIGH -- SHEETS 1.0 & 11 CONSTRUCTION DETAIL -- SHEET S--1 (BY OTHERS) MATERIALS: CONCRETE RETE -" ULTIMATE COMPRESS. STRENGTH — fyc = 20 00 J PSI @ 28 DAYS, REINFORCING- — ASTM A615, GRADE ,:.j.t i . ALLOWABLE SOIL BEARING PRESSURE -- 1500 PSF , ALLOWABLE LATERAL BRG- PRESSURE ._'t_rrr PSF ` . . ' PROJECT : WENDELL REINERTSON - ARCHIL DESI8NING JOB NO. : 0426-1 DATE : 6/1990 CALCIS BY : FLT _ SUBJECT: CONCRETE CANTILEVER RETAINING WALL WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 0 OF �� /� GRADE SLOPE RATIO:' LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): � BOTTOM (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'df(IN) SIZE & SPA (IN) ' _______________________n________________________ 0.058 3.75 .� #4 @ 41.2 MIN. VERTICAL REINF. - .15 % (IN12): MIN. HORIZONTAL REINF. - .25 % (IN^2)^ DESIGN REINF. - VERTIVALg #4 @ 24 - nuRIZum/*L: 44 e 13 COMBINED STRESSES @ WALL: ` .19 .88 � 4.67 4 6 6 1.46 0.24 0.32 0.108 0.180 0.18 < 1.{) PROJECT : WENDELL REINERTSON - ARCHIL DESIGNING JOB NO. : 0426-1 DATE : 6/1990 CALCIS BY : FLT FOOTING DESIGN: DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): Ito OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 6 - TOE`(INCHES): 12 FOOTING KEY - DEPTH & WIDTH (INCHES): 6 - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 24 ` ' OVERTURNING FORCE - Fo (KIP): 0.38 OVERTURNING MOMENT - Mo (FT -KIP): 0.63 TOTAL RESISTING WEIGHT - W {KIP): 1.08 RESISTING MOMENT - Mr (FT -KIP): 1.39 OVERTURNING RATIO - SF 2.23 . NET MOMENT - Mn (FT -KIP): 0.77 ECCENTRICITY - e (FEET): ' 0.29 ECCENTRIC MOMENT -,Me (FT -KIP): 0.31 FOOTING AREA - Af (FT^2): 2.00 SECTION MODULUS - S (FT^3): 0.67 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SOIL PRESSURES - DL ONLY - SPt (PSF): 1006.59 < 1500 - SPh (PSF): 71.16 > 0 SOIL PRESSURES - ADDED LL - SPt' (PSF): 1116.59 < 1500 - SPh' (PSF): 841.16 > 0 SLIDING RESISTANCE - Fr (KIP):, > 0.38 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 1.06 MAX. MOMENT @ TOE - Mt (FT -KIP): 0.89 ' AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) � ______________�________-________________________ 0.069 8.75 #4 @ 34.7 DESIGN TOE , ' PROJECT : WENDELL REINERTSON - ARCHIL DESIGNING JOB NO. : 0426-1 DATE : 6/1990 CALC'S BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): ^ 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP(INCHES): - BOTTOM (INCHES): COEFFICIENT - a : ' TOTAL EARTH PRESSURE - Fw (KIP):. - MOMENT 1 Mw (FT -KIP): AREA REINF. (IN^2) W(IN) SIZE & SPA (IN) ________________________________________________ 8.114 ' 3.75 #4 @ 21.1 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IO2): DESIGN REINF. - VE - HORIZONTAL: � COMBINED STRESSES @ WALL: U FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET I" OF Al .19 .Be 5.67 5 6 6 1.46 0.38 0.63 0.108 0.180 0.32 < 1.0 PROJECT : WENDELL REINERTSON - ARCHIL DESIGNING JOB NO. : 0426-1 ' DATE : 6/1990 CALCIS BY : FLT FOOTING DESIGN: ------------ DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERT? (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PR-SSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 6 -- FOOTINGKEY - DEPTH & WIDTH QNCHES): 10 - BACK TO BACK OF WALL (INCHES): TOTAL WIDTH OF FOOTING OVERTURNING FORCE - Fo (KIP): 0.541 OVERTURNING MOMENT - Mo (FT -KIP): 1.08 TOTAL RESISTING WEIGHT - W (KIP): 1.34 RESISTING MOMENT - Mr (FT -KIP): 2.32 OVERTURNING RATIO - SF 2.15 NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN�2) 'd'(IN) SIZE & SPA (IN) 0.069 8.75 #4 @ 34.7 DESIGN TOE REINF i » 1.24 0.32 0.44 2.50 1.04 955.91 119.62 885.51 894.02 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET J -OF �� / ', < 1500 >0 < 1500 >0 0.81 > 0.54' 1.06 0.89 . . PROJECT : WENDELL REINERTSON - ARCHIL DESIGNING JOB NO. : 0426-1 DATE : 6/1990 CALCIS BY :-FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ` _7 -------------- � ^ WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET); 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): .19 - LIVE LOAD (KIP): .88 OVERALL HEIGHT OF THE WALL - H (FEET): 6.67 OVERALL HEIGHT HEIGHT OF THE SOIL - Hr (FEET): 6 THICKNESS OF WALL _ TOP (INCHES): 8 � BOTTOM (INCHES): 8 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fw (KIP): 0.54 MOMENT - Mw (FT -KIP): ' 1.08 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ________________________________________________ 0.130 5.69 #5 @ 28.7 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 MIN. VERTICAL REINF. - .15 % (IN^2): 0.144 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.240 DESIGN REINF. - - HORIZONTAL: #5 e 15 COMBINED STRESSES @WALL: 0.24 < 1.0 ` , , ^ . . PROJECT : WENDELL REINERTSON - ARCHIL DESIGNING JOB NO. : 0426-1 DATE : 6/1990 CALCIS BY : FLT FOOTING DESIGN-- DENSITY ESI8N: DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF):. 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 ' DESIGN FOOTING DEPTH (INCHES)-. 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 8 - TOE (INCHES): 18 FOOTING KEY - DEPTH & WIDTH (INCHES): 14x -/Z - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 34 OVERTURNING FORCE - Fo (KIP): 0.74 OVERTURNING MOMENT - Mo (FT -KIP): 1.72 TOTAL RESISTING WEIGHT - W (KIP): 1.89 RESISTING MOMENT - Mr (FT -KIP): 3.63 OVERTURNING RATIO - SF 2.12 NET MOMENT - Mn (FT -KIP): 1.92 ECCENTRICITY - e (FEET): 0.40 ECCENTRIC MOMENT - Me (FT -KIP): 0.75 FOOTING AREA - Af (FT^2): 2.83 SECTION MODULUS - S (FT^3): ` 1.34 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SOIL PRESSURES - DL ONLY - SPt (PSF): 1229.58 < 1500 _ SPh (PSF): 101.83 > 0 SOIL PRESSURES - ADDED LL - SPt' (PSF): 1266.12 < 1500 - SPh' (PSF): 686.47 > 0 SLIDING RESISTANCE - Fr (KIP): 1.13 > 0.74 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 1.67 MAX. MOMENT @ TOE - Mt (FT -KIP): 1.28 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------ _________________________ 0.101 8.69 #5 @ 36.9 DESIGN TOE R � � . ' PROJECT : WENDELL REINERTSON - ARCHIL DESIGNING JOB NO. : 0426-1 DATE : 6/1990 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL WALL DESIGN: ____________ ' ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ----------------------- _________________________ � 0.206 5.69 #5 @ 18.1 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - VERTICAL: - HORIZONTAL: COMBINED STRESSES @ WALL: " HEIGHT FROM TOP OF THE WALL - H2 \FEET): HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): THICKNESS OF WALL - BOTTOM2 (INCHES): ^ TOTAL EARTH PRESSURE - Fw2 (KIP): MOMENT @ Hw2 - Mw2 (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) -------------- u --------- n ----------------------- 0.130 5.69 #5 @ 28.7 DESIGN REINF. - VE 1 .19 .88 7.67 � 8 1.46 0.74 1.72 0.144 0.240 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 0.37 < 1.0 0.54 1.08 ^ ~ FLT ENGINEERING ` PROJECT : WENDELL REINERTSON - ARCHIL DESI8NIN13 5790 CLARK ROAD JOB NO. : 0426-1 PARADISE, CA DATE : 6/1990 (916) 872-0254 ' CALCIS BY : FLT"� 1/ SHEET OF FOOTING DESIGN: _______________ ` DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 'OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): |2 DESIGN FOOTING WIDTH - HEEL (INCHES): 8 _ TOE (INCHES): 22 FOOTING KEY DEPTH & WIDTH (INCHES) - : 18 ��/= - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 38 OVERTURNING FORCE =,Fo (KIP): 0.96 � - OVERTURNING MOMENT --Mo (FT -KIP): 2.56 TOTAL RESISTING WEIGHT - W (KIP): 2.24 RESISTING MOMENT -'Mr (FT -KIP): 4.96 OVERTURNING RATIO - SF ' 1.94 � ` NET MOMENT - Mn (FTnKIP): 2.40 ECCENTRICITY - e (FEET): 0.51 ECCENTRIC MOMENT - Me (FT -KIP): 1.14 FOOTING AREA - Af (FT02): . 3.17 SECTION MODULUS - S (FT^3): 1.67 . SOIL PRESSURES - DL ONLY - SPt (PSF): 1386.57 < 1500 - SPh (PSF): 25.75 > 0 SOIL PRESSURES - ADDED LL - SPt' (PSF): 1357.32 < 1500 - SPh (PSF): 610.79 > 0 SLIDING RESISTANCE - Fr- (KIP): 1.41 > 0.96- .96FOOTIN8 FOOTING- TOE: ` EARTH PRESSURE @ TOE - Fv (KIP): 1.82 MAX. MOMENT @ TOE - Mt'(FT-KIP): 1.89 AREA REINF. (IN^2) 'd'(IN) ------------------------------------ SIZE & SPA (IN) . 0.148 8.69 , ____________ #5 @ 25.1 - DESIGN TOE REINF ^ \ � ^ ' ' ^ PROJECT : WENDELL RE7NERTSON - ARCHIL DESIGNING JOB NO. : 0426-1 DATE : 6/1990 CALCIS BY : .FLT - SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET APO F A/ GRAVITY LOAD - DEAD LOAD (KIP): .19 - LIVE LOAD (KIP): .88 OVERALL HEIGHT OF THE WALL - H (FEET): 8.67 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 8 THICKNESS OF WALL - TOP (INCHES): 8 - BOTTOM (INCHES): 8 COEFFICIENT - a : ' 1.46 TOTAL EARTH PRESSURE - Fw (KIP): 0.96 MOMENT - Mw (FT -KIP): � 2.56 AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) ------------- _--------- _________________________ 0.307' 5.69 #5 @ 12.1 MIN. VERTICAL REINF..- .15 % (IN^2): 0.144 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.240 , DESIGN REINF. - VE - HORIZONTALg #5 @ 15 COMBINED STRESSES @ WALL: | | 0.55 < 1.0 ` HEIGHT FROM TOP OF THE WALL - H2 (FEET): 6.67 HEIGkT FROM TOP OF THE SOIL - Hr2 (FEET): 6 THICKNESS OF WALL - BOTTOM2 (INCHES): 8.00 TOTAL EARTH PRESSURE - Fw2 (KIP): 0.54 MOMENT @ Hw2 - Mw2 (FT -KIP): 1.08 / AREA REINF'. (IN^2) Ad'(I ') �SIZE & SPA (IN) 0.130 5. #5 @ 28.7 DESIGN REINF. - VERTICALg #5 ' @ 241 | � HS' ° ' PROJECT : WENDELLREINERTSON - ARCHIL DESIGNING JOB NO. .: 0426-1 DATE : 6/1990 CALCIS BY : FLT FOOTING DESIGN: DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ^ OVERTURNING RATIO,.- MIN: -- MAX- . ALLOW. SOIL BEARING PRESSURE (PSF): . ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT -Fc: 100 150 1.5 2.5 1500 200 0.35 DESIGN FOOTING DEPTH'(INCHES)': 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 8 - TOE (INCHES): 28 FOOTING KEY - DEPTH & WIDTH (INCHES): 24 ,e,~�� - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 44 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF ' NET'MOMENT - Mn (FT -KIP) - ECCENTRICITY � e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): - SECTION MODULUS - S (FT^3): , SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - Spt' (PSF): - SPh' (PSF): ' SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE 1.22 3.65 0 W 7.20 1.98 3.56 0.53 1.46 3.67 2.24 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 1400.79 < 1500 .93. 93 > 0 1313.52 < 1500 661.21 > 0 1.86 > 1.22 EARTH PRESSURE @ TOE - Fv (KIP): 2.30 MAX. MOMENT @ TOE - Mt (FT -KIP): 3.06 AREA REINF. (|N^2) 'd'(IN) SIZE & SPA (IN) _____________________________________________ 0.240 8.69 #5 @ 15.5 ' DESIGN TOE N4 G�NEER \ Q i =v- 1 dl O M Q d c d' Lo vi `_n gig 8 z in LO �- N O, -� � �(a)Q) m CD :No IN ER, WA in LO �- N O, in � I' m CD cc tet- cLn L3 N tv� c� � 'fit'• WA in �- J. in � I' m CD cc IS Azn ,r �, ►, �� C —fo V c C cM d' V) w i l By_ _.__. DATE ._/`,/ ?"/ StjqJE pCT7�.7.._�/,-/�a,G� [ GG S SHEET NO...._..//.q, OF ._./.!...._. 3 CHKD. BY_......-__ DATE ..................... JOB NO..--..--- ` . ..... ............................ �s-E- -- - - F L T ENGINEERING 5990 CLARK RD. PARADISE, CA 95969 is 1 s) s72-o2sa Lrf-T��,pi-G �'/tr'tJ �i� ,•f 2 STaieY �'l��'GE ���YIGY ,D4>�GG/�[%Cj 01= COr���iC>T/O�i¢G C�dD.O �i �t9E Co,UsT. GKGGS �S �S"�� DLJ �G.t t% �ffr�"�.0 ,��¢!]+�.�73' ,sY oQ�OFESSIojv GG /6 N Z CD /O'er uj No. 4 m G L ¢ry 9jFOF CA Ni fO 3 47 _, 7x b 3x AF _ /3 7 yst� 7-v Zo' V , / Q 3DX /rK 0. 7Y 6 � durri I i s 9) WILDING DEPAR?MOO 2x "f _5zw'p s - -.fir. 4�Aq X x}7,4 v s /-R-> c' 2'D'afys } }�Gr/D�Pl/ 2 1¢ BY -L _ _._ .____ DATE _.._.t ............ SUBJECT_ _ _ -- SH EET NO..-____9OF _-.__.._. CHKO. BY ___..___._ DATE ._._.._._ _....._..._._.............. .............................. _ JOB NO. C>C, -¢�%D.v Ivy w s" a *2> C a o ZX �osr 3x. ?x Z x? -/-3 = S6' SF �oc - O/Zx 3.0 7L, D/Dx 7 3 reams Cly g ",4,w 2¢� kip w � o ij-Ct � x G f Acr c= C. T. M� s y — uJD� Gt_,04dx/,33�,p6e� (/ ir,N' �SE Ile X �S�r% �LlJG`r z� w`. 0 BEAM DESCRIPTION: RB -- 3 OVERALL. BEAM LENGTH ('FEET) ....... 13.67 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 13.67 (DISTANCE MEASURED FROM LEFT END) ARMY Y LOAD DESiRIPTIONo DL + LL UNIFORM LOAD ON CENTER SPAN (PLF)............ 560 LOAD CALCULATIONS REACTIONS LEFT SUPPORT = 3,828 POUNDS. RIGHT SUPPORT = 3,88 POUNDS. MAXIMUM MOMENTS AND ' SHEARS: DESCRIPTION- LEFT ES.RIPTION- LEFT S"IDE OF LEFT SUPPORT RIGHT,SIDE OF LEFT SUPPORT LEFT SIDE OF RIGHT SUPPORT RIGHT SIDE OF RIGHT. SUPPORT CENTER SPAN AT 6.84 FEET FROM LEFT SUPPORT MATEH AL_ F'F'OPEF'T I ES MOMENT c: y 0 SHEAF' Q ) 0 o o 3,828 0 —3,e28 0 0 -13 , o 81 0 ELASTIC MODULUS (MEGA PSI)....... 1.8 ALLOWABLE BENDING STRESS (PSI)... 2400 ALLOWABLE HOF:IZ. SHEAR (PSI)..... 165 ALLOWABLE OVERSTRESS Q)...... i.. 25 MAXIMUM ALLOWABLE STRESS (PSI) ... 3000 MAXIMUM ALLOWABLE SHEAF'(PSI) .... 206.25 SECTION PROF'E.F'T I ES ------------------ F FOR A 0.125 X 12 BENDING STRESS (PSI)........ 1,:76 SHEAF' STRESS wS I) ........ 80 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN _. 0.33 6.84 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 494.27 LOADIN6S _ LOAD DESCRIPTION: DL ONLY ' UNIFORM LOAD ON CENTER SPAN (PLF)............ 250 LOAD_CALCULATIONS , . REACTIONS: LEFT SUPPORT = 1,709 POUNDS. RIGHT SUPPORT = 1,709 POUNDS. ^ MAXIMUM MOMENTS AND SHEARS: DESCRIPTION LEFT SIDE OF LEFT SUPPORT RIGHT SIDE OF LEFT SUPPORT LEFT SIDE OF RIGHT SUPPORT RIGHT SIDE OF RIGHT SUPPORT CENTER SPAN AT 6.84 FEET FROM LEFT SUPPORT' DEFLECTIONS MOMENT('#) SHEAR(#) 0 0 0 1,709 0 -1,709 0 0 -5,840 0 BASED ON NO. OF MATRIX POINTS USED -IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: ' ' DEFL. (INCHES) POSIT' (FT) CENTER SPAN 0.15 6.84 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 1107.17 BEAM DESCRIPTION: FFA - OVERALL BEAM LENGTH (FEET).: ..... 10 DISTANCE TO LEFT SUPPORT (FT).... �? DISTANCE TO RIGHT SUPPORT (FT) ... 7 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: DL + LL UNIFORM LOAD ON CENTER SPAN (PLF)............ 380 UNIFORM LOAD ON RIGHT CANTILEVER (PLF)....... 080 POINT LOAD ON TIF' OF RIGHT CANTILEVER (LBS).. 1 X80 LOAD CAUULATIONS REACTIONS: LEFT SUP'P'ORT - 537 FOUNDS. RIGHT SUPPORT = 4,543 FOUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION MOMENT Q #) SHEAF: (# ) LEFT SIDE OF LEFT SUPPORT o o RIGHT SIDE OF LEFT SUPPORT i) 507 LEFT SIDE OF RIGHT SUPPORT -5,550 -2,123 RIGHT SIDE OF RIGHT SUPPORT -5,550 2,42o CENTER SPAN AT 1.41 FEET FROM LEFT SUPPORT -380 o MA'f ER I AL F'F:OF'EF:T I ES r ' ELASTIC MODULUS (MEGA PSI)....... 1.8 ALLOWABLE BENDING STRESS (PSI) ... 24� �0 ALLOWABLE HORI7-. SHEAR (PSI)..... 165 ALLOWABLE OVERSTRESS Q)......... 0 MAXIMUM ALLOWABLE STRESS (PSI)... 2401 MAXIMUM ALLOWABLE SHEAR (PSI).... 165 SEi=�T I ON PROF'EF:T I ES ------------------ FOP: A 3.125 X 15 BENDINim STRESS (PSI)........ 583 SHEAF: STRESS (PSI)........ 62 L.G. 4n.� -Z DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY URAC:Y OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0. 25 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) CENTER SPAN. —0.01 TIF OF RIGHT CANTILEVER 0.04 POSIT. (FT) 5.00 10.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION=% -11877.1554697 OMAN NIBS LOAD DESCRIPTION: DL ONLY UNIFORM LOAD ON CENTER SPAN (PLF)............ 210 UNIFORM LOAD ON RIGHT CANTILEVER (PLF)....... 210 POINT LOAD ON TIP OF RIGHT CANTILEVER (LBS).. 700 LOAD CALCULATIONS ----------------- REACTIONS: LEFT SUPPORT = 300 POUNDS. RIGHT. SUPPORT, = 2,500 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION' MOMENT(#) SHEAR(#) LEFT SIDE OF LEFT SUPPORT ci ci RIGHT SIDE OF LEFT •SUPPORT c i 300 LEFT SIDE OF RIGHT SUPPORT—3,045 —1,170 RIGHT SIDE OF RIGHT SUPPORT —3,045 1,330 CENTER SPAN AT 1.43 FEET FROM LEFT SUPPORT 14 0 DEFLECT I ONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0.25 FEET. MAXIMUM DEFLECTIONS: DEFL.. (INCHES) POSIT. (FT) CENTER SPAN —0.0o 5.Oo TIP OF RIGHT CANTILEVER 0.02 10.0o DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION=% -21878.3330273 BEAM DESCRIPTION: FB - 3 OVERALL BEAM LENGTH (FEET)....... 20 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT) ... 15.75 (DISTANi=E MEASURED FROM LEFT END) LOADIAN ! LOAD DESCRIPTION: DL + LL_ UNIFORM LOAD ON CENTER SPAN (PLF)............ 90 UNIFORM LOAD ON RIGHT CANTILEVER (PLF) ....... 9 POINT LOAD ON TIF' OF RIGHT CANTILEVER (LBS).. 1280 O---A-L-NS REACTIONS: LEFT SUPPORT = 312 FOUNDS. RIGHT SUPPORT = 2,76e FOUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION MOMENT (° #) SHEAT: (# ) LEFT SIDE OF LEFT SUPPORT 0 o RIGHT SIDE OF LEFT SUPPORT o 31 LEFT SIDE OF RIGHT SUPPORT —6,253 —1,106 RIGHT SIDE OF RIGHT SUPPORT —6,253 1,663 CENTER SPAN AT 3.46 FEET FROM LEFT SUPPORT —54� � U MATET: I AL F'T:OF'ET:"f I ES ELASTIC MODULUS ( MEGA PSI) ....... 1.8 ALLOWABLE BENDING STRESS (PSI)... 2400 ALLOWABLE HOT: I 7_ . SHEAT: (PSI) ..... 165 ALLOWABLE OVERSTRESS (%)......... 0 MAXIMUM ALLOWABLE STRESS (PSI)... 340 MAXIMUM ALLOWABLE SHEAT: (PSI).... 165 SE i_ T I ON F'T:OF'ET:T I ES FOR A 3.1._5 X 15 e BENDINim STRESS (PSI)........ 656 SHEAT: STRESS (F'S I Q ........ 5� � DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE VEAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS FLUS OR MINUS 0.5 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN -0.04 11.0 TIF OF RIGHT CANTILEVER 0.12 20.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= -5114.58 ARMY Y LOAD DESCRIPTION: DL ONLY UNIFORM LOAD ON CENTER SPAN (FLF)............ 30 UNIFORM LOAD ON RIGHT CANTILEVER (FLF)....... 30 POINT" LOAD ON TIP OF RIGHT CANTILEVER (LBS).. 700 LOAD i;'ALi=:ULATIONS ----------------- REACTIONS: LEFT SUPPORT = 30 FOUNDS. RIGHT" SUPPORT = 1,270 POUNDS . MAXIMUM MOMENTS AND SHEARS: DESCRIPTION MOMENT(W SHEAR(#) LEFT SIDE OF LEFT SUPPORT 0 0 RIGHT SIDE OF LEFT SUPPORT c i 30 LEFT SIDE OF RIGHT SUPPORT —3,246 —44' RIGHT SIDE OF RIGHT SUPPORT —3,246 828 CENTER SPAN AT 1.01 FEET FROM LEFT SUPPORT —15 ( � DEFLECTIONS LASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0. 5 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN -0.03 10.01 TIP OF RIGHT CANTILEVER 0.08 20.Oo DEFLECTION FACTOR = CENTER S1 -AN / MAXIMUM DEFLECTION= -5964.78 BY__1�7___ DATE.Aal?z SUBJECT. SHEET NO. CHKD. DATE ................. . ..... JOB %v r .01,Ae, 7-0 33 irOwn Kno o BEAM DESCRIPTION: FB - 5 OVERALL BEAM LENGTH (FEET)....... 5.83 DISTANCE TO LEFT SUPPORT (FT).... 1.75 DISTANi_E TO RIGHT SUPPORT (FT)... 4.08 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: DL + LL UNIFORM LOAD ON LEFT CANTILEVET' (PLF)........ 20 UNIFORM LOAD ON CENTER SPAN (PLF)............ 20 UNIFORM LOAD ON RIGHT i_ANTILEVER (PLF)....... 20 POINT -LOAD ON TIF' OF LEFT CANTILEVER ( LBS) ... 2770 POINT LOAD ON TIF' OF RIGHT i :ANTI LEVEE' (LBS).. 277� � LOAD GALA ATIONS ----------------- R:EAi=TIONS: LEFT SUPPORT = 2,e2e POUNDS. RIGHT SUPPORT =, 828 FOUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION MOMENT (9 #) SHEAR: (# ) LEFT SIDE OF LEFT SUPPORT -4,e78 -2,805 805 RIGHT SIDE OF LEFT SUPPORT =4,878 23 LEFT SIDE OF RIGHT SUP'POR'T -4, 878 -23 RIGHT SIDE OF RIGHT SUPPORT -4, 878 2, SO5 C=ENTER: SPAN AT 1.17 FEET FROM LEFT SUPPORT 4,e65 0 MA----R-- ES ELASTICMODULUS (MEGA PSI)....... 1.6 ALLOWABLE BENDING STRESS (PSI)... 130 ALLOWABLE HOR:IL. SHEAR (PSI)..... 85 ALLOWABLE OVERSTRESS (%)......... 0 MAXIMUM ALLOWABLE STRESS (PSI)... 1300 MAXIMUM ALLOWABLE SHEAR (PSI).... 85 SEi_�T i ON PR'OF'ER'T I ES ------------------ FORA 5.5 X 11.5 : BENDING STRESS (PSI) ....... c 483 SHEAR STRESS (PSI)........ 66 /I STr� DEFLECTIONS EASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) TIP OF LEFT CANTILEVER 0.02 0.00 CENTER SPAN -0.01 2.92 TIP OF RIGHT CANTILEVER 0.02 5.83 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= -5463.13 BY DATE SUBJECT. -G/ _.-�! G(`S _...-..---._ SHEET NO_-.-_. CHKO. BY.. --.---DATE -_.._._..___ ............. _-__._.._..__...._-..-----•---.. �__.__- JOB NO..___. i & ° v ,PK7 "s -- ,¢` 7, rl 7 = 1 SF ¢ fx.. 7 = _9? SF azo Zqp t (Z �- f- /-1,4j1g] - S. 6'3 i Sys, 130x (7� 3zlz) = 0,7? = 3C3 -. 3Z - 3.3/ 3.3�/�6o-7-7J=/O.r-3, r' _ ./0.r 1E.5 -3 — �/..��ZZ/c� Sj�i¢f'✓ a r f2 �YP, p O�i0.d Z/5 `"& e 2 o <c. (&IA-") !L • ._ BY._._...DATE _.._/ Q/ CHKD. BY -.—.---.-DATE ._..... _........ i SUBJECT.__57,7 vGT..._.. s__..___.._. SHEET NO..__/36.._�fO�F JOB NO. /� - e, -,c ea 6//2 4/Zx 3�j�2=,Z3¢7�23¢t,0/dc9bG,.32�� ,S2¢x f Z�, Z3Itx / CxF- 9.3 srl �tt'/�,e 7�P stfr4- — / 32 x Z7. r/zo. ,�'! f r D!d x 3� x Z¢/ZD, f = /• ezl(2, sl�t G �r t �) s . 3zf' - �ya c,o,,C - d'-�_ e- �//2. 3z r,'e L(/ / . �G�T7• •a/eox 07 r1 s'/ Iwo f LV fir/ L72 t,zq c.Y CG D?3 Gfre-rte �����r Z!5 r,,v�4--Z 7, qr" � V,fC.-_ g- ���,� Z,--vEZ - (�� -Le, 32¢X a,f , Z34,r /.. <r -x 7, nq 729 ZT 14s, : /, Z 3/ 6-2 r /, �7 /ry z --� 2 4,e Z �-�Q• a.)ilY-&,, BY!�v�- DATE _/Dl.._/� SUBJECT__L(` S --.__.._ SHEET NO.._/_L_,J` CHKD.BY..-...-_- DATE -._../.._.._ _.--__..__..._.-.-_..-_.�_.-_..-..._.__..-•---_.._.._.__....__ JOBNO.- .__...__?._.__._..._.. fp Z � ,�. �'oLT — � � / ?6'x L.33 z = , ��tcwc 5: Eve _T�rv-s'�E.7z ,r3Y.f� PGY, c-,/6,' TU aeGT S77 rlD,= O04 s �4' o�= Z�oZWe_77;e S' � -LG.s Tb �Z'-�d,4• 1'SOGT3' Ivr 9 ,� Y %•r,-rl � �770.v� �,� Bio F �,o `� ,z, f y, E, V, je 14 311' TD PERMIT NO. —_ t' PERMIT EXPIRES r v OWNER - f CONTR. ASSESSOR PARCEL LOCATION i.i /c vo �� Rd- 4 Rrnnnal s Ct• r Par { � OFFICE COPY ` Addres$/ GAS Meter By " Date t. ELECTRIC / Meter By 1 Z( Date I +I OFFICE COPY U i Address FECT �DateI `i Meter By Date + Temp. Poorer Polo + Called PG&E Temp. Eloc. Service Called PG&E Temp. Gas Service Cal led PGAE JOO FINAL EO (JaIe) Signature _ Not Ap4licablo MOBILEHOMES +It c Not Ready n .A,R; MISCELLANEOUS Dote MO®ILEHOM[ UTILITIES (Plane) OK except p's Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except #'a 1. Zoning Requirements-Setbacka-Easements I. Zoning Ropuiremonts-Selbacke-Easement* 2. Soils; Special MH Support -Sketch '2. Footings; Size-Depth-Specing-Connectore 3. Sewer; Local Ion- Test -Fal l -C/O -Concrete 3. Decks; Glydors and/or Joists-Decking-Bracing-Stsirs-Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posta-Beams-Rflrs.-Connec.-Shing_-Rfg,-Bracing S. Electricity; Local I on -C learances-Grnd.-/ / Amp -Concrete S. Alum. Awn.; Columns-Connoctlons—Splice—Decal—Enclosures ®. Gas; Location -Yost -Wrap:/ /"L"itL/ /"Nat. a/ /"L"ft./ !"Lpr -- _.... 8. Carports; Windows -Deere •7. Utility Clearance 7. Elac. Card -81 Date Card -BI Date Cord -81 Date Caro -BI Date - Card -81 Data Card -BI Date Card -BI Date Card -81 Date' Date MOBILEHOME INSTALLATION (Plans) OK except q's Da to POOLS (Plans) OK except U's 1. Zoning Requirements—Setbacks—Easements 1. Setbacks—Easements 2. Footings; Siza—Spacing—Marriage Line 2, Soils; Compaction—Structure Stability --" 3. Gee; MH Test-Demand-Volvo-Cortneetor 3. Pool Structure: Steel -Connections -Thickness -Dead Men -Lining -4. Electricity; MH Test -Crossovers -Breakers -Clearances 4. Elsc-.; Receptacles and Lighting; Distances-GFI S. Drain; MH Test -Fall -Flex Connector S. Elec.: Pool Lighting; 15 volts-GFI 8. Water; MH Test-Reguistor-Connector 8. Elec.; Enclosures: Conduit Entries -Terminals -listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.: Bonding: Metal w/5' -Circulating Equipment -Heater 8, Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg, i Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits: Insp.-Sketch 10. Cert. of Occupamy 9. Health Department Approval Card BI 10. Plumb; Cir. Test -Water Supply Test Date Card -81 Date Card B -I Data Card -81 Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date ^r � x • x �; : 'Plot hf. - Not yy( Not Rep,y,tble RESIDENTIAL (Single and Duplex) i 1. Oale UNO LOOK (Plan-ij OK exce t Us Dale FRAMIUG jConlinuM) } Zo qroquirornen s_-Setbacks-Eagme Property LJne F_vewau 6 O >-- _ _ _ pens a _ --- --- - c'Asmu. h _ - --- -- - _ at. Doors -One 3; -Check Gar - Ig., Garage: Soils -£Mesh= //Z,/'• FI De th afle-�d stor` y, 2 axils q p Width -Headroom -Tisa -Run -L, ndin Fire Protection _ lywood on Roof OveRw ----- --- --- (+� ng-ARIe Vents-Raftor0uulq ars _ —�- _-Gish -- ----- - Idrnq_Natl)mg- Voneer Iemwalls, Gara o: 9tael=Blomeats_ _,-9tao Mesh-Orip Screed-Fdn, Vents-Underflr;. _--___--PBad�—'— Access 7. Prep eco -teal lazing Area -Glass Protection -Skylights -Plastic ✓�/� W.V.: Foil IIQ wa C/0_ .+55:-Sl�ar walls: Nailing -Bolts 9 Pipe: S_izo-Anchors !:� e uletor r f 11XEIeCILc: Underground -- I Un - -- '� - .-_.r _ --- -- s -V - Gard•B Date Date ------_--_—'- . Card -B Dat _ r Cafd•BI. Date Card -81- Date Card -BI (Tte Caro -BI cooDate y Card -BI Date Card BI Date Card -Ell DateOate FINA ns OK except Eat. Steps -Opo► III Date PL M61NO (Permit) OK except e's -- e or H-1 .: Vent-AcAir 58r Fumae:e--vents-Glearanea-Comb. Air-Connactor- ater Pipe: Test & Anchors -Nail Protection In Gaspe; Above Floor -Ducts -Mach Protection D.W.V_ - ttrt s Anchors -Nell Prosection �F ower Pan: Test, First Floor -Tub Access G. .I, r1 Bath Fixtures & t8 -'Year Tub 6 Shower_2nd Flop -Tub Access I Im bSubpawel 8ro�tk Izes -40,-Gas 1`104: Size 6 Anchors 9,� e6e-Etec. Outlets at Wood Panel: Int. 8 Ext. caro _e D%/Ul DmJ - caro•el Date ^nl .nem• r w e+, rA^ r earanee Card -Bi Date Card -Bi Date r _ -t n inn rine r Date EL TICAL Permit OK except It's _ r !-,*lure Q Transformer Clearanco-Ins. Protection _ 6 r P,R-V•_ W�� �`sec. Receptacles Spncinq-Lights 6 Switches at Doors - In _ G? zc Boxes 6 No. of Co_nductas-Stapled -- lb—Elec.6 Misch. Equip. Listed for Location _ ex Instvlle_d Close to Edge of Studs & C.J. loc. Receptacles in Garage: (G. -Rumex Protec. Equip. Ground made up wrYoch. Fasteners Gas & Watersaas -',k1-.PI)ance Circuits in Kitchen 6 Conductor $ize s deed Wire Size % / qa. Cu AI-A.C. Wire Slze I r ga. Cu or AI 7�F Drainage 6 W Clearance Range Circ. / / ga. Cu a AI -Oven Cuc. / / qa. Cu or A1, L *e4xrrWer-F+e9r�-, Yes J�pAS�ulaled Neutral _Yes .No Following instid.: Drive Yes N0: Walks [-Yes L vice -Riser Conductors 6 No Disconnect • __— Planters•Yes G1Nt2'• - 2B: Equip. Clearances: Panels-MotpaMec -_ h. Equip. �olhes Closet Light -Shower Light_ - - - - -- _�_ �- - - - O Uai. -- - ------ _�' _ nu Above Roof. 72�•- - pegs. l 78.1tata _ +eeeaaaet.lerlciCal-Ptumoing Ca1d 8•I Date -��'- SD Card -BI _(ale - - - -'- -- _ alerior Elec. Trim: g__.nA G.F.I. Receptacle -Wade• •^- Card 8-I Dale Card•81 '- Date - - ---- W House -- pate ---- eas•lconrPre ifb-fl�Stifetls - C ANICAL (Pcrn•Ia OK except a•s -Metor a 31 A.C. Duels. Insulation 6 Support ggad: Gas-Etetitue-•� - -- - -' at« S Sewer Connected -C/O to Grade -H9 -Approver Vent an. Exhaust above Insulation - --iW.-- - ate -Other Certificates 3 Concensale Drain 6 Overflow. Size 6 Grade -------- --- - 3d Fainace-Vent. AccnSs-Comb. Air-Reluin Air vent -115V outlet - "- -" '- ----'------- ---- - - ------ 35. Attic. Access 6 Platform It Fu•nace in Attic - - Card -Qt Caw Caid-BI DateCard-Qt D.ec - ���,y'yjrd•Q1--- Oate Card -BI - _Oate Caro -DI Card•Rl -i Card -Bi Date _-_.-- Dat.` Card BI Date-- - Card -61 Date C'.1te FAA Otff)l.uisl OK except Ws Cmmn•cn!< -it Final IIp, f ioocr M.dc1IJ0 8 Anihois .._._. _ . - '-. - . -- •. -'---_. Spdclmt 8 I ft zing �/,111p nvrl (lurk•);: d Flom Nailnu; O ill VUP in Iv.111s (1,11 Pluut) •9�1'r/ , )lop, I'unrd Coihlly.. Slain -C h.1 ai`ti_luh i h drI K RC,un St."! 8 Ilr,u uiy 1 ny.•,S- Pw,l L;,q)i-Anr hos •. ('unnr. tNp _ - _ (.lu,i..lin•.1 •H11. l Inti- Pit, lrn- Hoot li,,i(.-TRr.•; •$huul!i.-Rliia, - _ __.- -_ irpl. o 1 n•p of l 1p0 A f Im -F ncpl Iii• I hui.tl Ally Atte- ...... Itun... {P.olei. liuil..11l•111$lup-lisp. Ilatll." ,,,j.�1•Iemn..'i u,a.,a e• u. ! •iluiy l4uia—tills 111. K L!imrn�n:n S .a COUNTY OF, BUTTE, DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE n z3 -j,;- PERMIT NO. A routine inspection indicates that the following violations of County_ Ordinance exist.at the above address and should be corrected. Please notify this office when correction ?twdrk is completed. If you have any question pertaining to this matter, or n additional explanation, please contact this office Immediately. Inspector Date COUNTY OF BUTTt DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE /3-2 _ �' 7 NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office Immediately. y� Inspector !/'/ ��/ Date _ COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico-- Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE Mol'Lzea OWNEbf PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspectorz—/� vl Dater COUNTY OF BUTZE DEPARTMENT OF PUBLIC WORKS r, 196 Memorial Way, Chico —Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE :t OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office Inspector Date T _ COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 45965- Telephone 916/534-4541 APPLICATION AND PERMIT "PERMITNO.. ASSESSOR PARCEL NUMBER Z ING 0 — BUILDING PERMIT owN r T LEPHON A�zGL� �i�`, SO. FT. OCC. BUILDING VALUATION oV O R'S MAILING ADO SS ,SJ CONTRACTOR'S NA TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER �pw/r UNKNOWN Total Valuation L O, 0 6 FilingFee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ p ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ •L Energy Plan Checking Fee $ ARCUCAT oR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS AV Q! Permit fee $ 5 PLUMBING PERMIT Filing Fee 10.00 -121, iG7 Each Trap 2,00 Qp Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5,00 Q Each qas water heater or vent 5.00 USE OF STRUCTUW SF ❑ Duplex❑ Mobilehome❑ Other r SPE LJZF Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 +p O Mobile Home S I G I W 10.00ea TYPE OF WORK New V Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Permit Fee $ o p Contractor ELECTRICAL PERMIT Filing Fee 10.00 V OR L Main service 100 AMP ORSLESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I 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 1, 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) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING u � , OR ADDNS. ACC. BLDG - h¢sgft r1 0J NEW CONSTR U TI.OU L NON.R ESID BRANCH CIRC ITS 2.50 ea _ POWER APPARATUS e SINGLE OUTLET CIR. / Ex. Occup\OUTLETS OR FIXTURES eAL SOC eAL030 FIXED APPLS. OR Ex. OCCUp. N OUTLETS (RESID.I EA.� 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Iyirin 9 15.00 Permit Fee $ lb 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. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice o 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. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3,00 Ventilation Permit Fee $ Contractor 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. 1 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 again aid un Wcosequence of the granting of this permit. X Date 2 —1 Signature of Applicant — Owne Contractor ❑ Agent ❑ An OSHA permit is, required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ 2 2 OCCUP. CONST.TYPEJ FL000 PARCEL PD ND ssu This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PER)((T XPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date -S /?� — .7^� Receipt No. 6-9 WHITE-D.P.W., TELLOW-ASSESSOR,' PINK -INSPECTOR, GOLDENROD -APPLICANT T X� COUNTY OF BUTTE - DEPARTMENT OF `PUBLICJNORKS - BUILDING DIVISION r ` 4 7 COUNTY CENTER DRIVE - OROVILLE, C&L-IFORNIA 95965 - TELEPHONE: 916/534-4541 PERMIT APPLICATION DATA SHEET 1}{ Permit No. OWNER L U /� .� �/� A. P. No. Proposed Building Use d, S �� G Building InspectorrDate 417— At time of permit application, I was advised the following data must be submitted prior to permit processing andJor issuance: DATE RECEIVED APPROVED 1. All items have been submitted, . . . . . . . 2. Plot plans in duplicate./triplicate, signed by preparer of plan`s. 3. Complete plans in duplicate. /triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. CUSD ''Fees Paid'' Stamp on Floor Plan. . 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . 0=- tter of signature authorization . . . . . . . . itation approval from G�/t G . Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . �1-3: Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner Mail to owner ❑.), ��L=� —15. Improvements may be required. , ` 16. Mobilehome Installation Data. . . . . . . . . . Pre-Inspec. request to (Date) re -Inspection for Required. Building Inspector Recorded copy of Agricultural Acknowledgment Statement. 20Driveway Permit. . Plot plan approval from city of 21. 22. When you issue the permit, process as follows: Mail to owner, Mail to contractor - Telephone and hold for pickup at—off ice, Deliver w/inspector.. Other Applicant 4"bate — Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuan e: (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�nai co ter by date Contractor, designer, owner, was advised of above required data by_phone_m 1 c nter by date Plans checked by Date Plans approved by Date 4 d Sets of plans on hold in ark File cabinet AP.folder — Flours: 10:00 a.m. - 3:00 p.m. Copy—DPW TO Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Ownff Locati AP# Plan Approved for: Sewage Disposal Water Supply Hold final for: Final clearance O.R. for: Clearance for _ _ _ bedroom mobile home. NOTE * * * Water Supply Water Supply Other Sanitarian T0: Building Department 4 , FROM: Encroachment Permit Section RE: 'Dttueway.'Clearance av 11'7-te" Ana_ _ 41 '5-5, - 3a - f owner T location AP # Driveway permit Z 7 - 15: has nugker s ature been issued for the above property. s-7-97 date -" • •may COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-534-4541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building,permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay -in processing and issuing your building permit. No building permit will be issued until this verification is°received. 1. I'personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no), 2. I'(have/have not) signed an application for a building permit for the proposed work. 3. I•have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone 1 Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, sur v'se, and provide the major work: Name Address VIXCity Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner S Social,Security Number (,- Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the,California Health and Safety Code. This verification must'be completed and returned to our office before we are per- mitted to issue the permit. RON ' THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY FKUbS tAUKILAIUK 1.0 2X4 FIR—LARCH '01 ,.GRD 2X4 FIR—LARCH r1 ,'WEBS 2X4 FIR—LARCH STANDARD ECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH IREMENTS OF I.C.B.O. RESEARCH REPORT ♦2949. PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. DRAWING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS.' R TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. 3ottom chord checked for 10 PSF live load. chord shall be laterally braced with properly connected Tins spaced at a maximum of 24" O.C., unless plywood cathing is attached directly to top chord. mg) #096, W TC X—LOC L—R: 0.29 6.41 12.8E 17.59 23.71 BC X—LOC L—R: 0.29 8.27 15.73 23.71 TRUSS DESIGNED WITH EQUAL PANELS BETWEEN INSIDE ENDS OF -SCARF CUTS UNLESS OTHERWISE NOTED. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS. CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. 4X4 TYPE--RLPINE SECN--130662 FURNISH R CDPY OF THISLOESIGN TO -ERECTION FLPINE DC.INEERED PRMLCTS, UG. - TRUSSES REWJRE EATREM CARE = **IMPORTRNT** SHALL NOT BE RESPONSIBLE FOR ANY WRRNING u roamLING, ERECTION AND Ai. O DEVIATION FROM THESE SPECIFICATIONS OR ANY OEYIATION FROM SRRCIN6.SEE -SWT-n-, IBRPCINS WOE TRUSSES: THIS DESIGN OR ANY FAILURE TD BUILD TE TRUSS IN COMFORMRNCE COMMENTRRT RND REWMNDRTIONS- TPII. SEE C= WItH THE-OURLITT CONTROL MIRNURL' BT TPI. ALPINC CONW MORS THIS DESIGN FTM ADOITIDNAL SPECIAL PERMA- ARE MRNUFRCTIRED FROM 20 GAUGE GFLYRNIZED STEEL ULESS NEWT BRACING REDUIREMENTS. U LESS OTHERWISE OTmMISE SHOWN, MEETING REQUIREMENTS OF FGTR A446 GRADE A.SHOWN, TDP CNDRG SRLL OE LRTERitLT BRACED RPPLT CONNECTORS TO BDTH FRCES RT EACH JOINT AND LOCATE AS W1TH PROPERLY ATTRC1ED F'.YWDODSHFRTC= 5lQIWN.BEARING YIDIMS RRE' 4' NDM ]NEL UNLLES DTkE1piISC SHOWN. 6017 Q7^[FORE WiT R1GI0 OESIGN STANDARDS CONFORM WITH APPLIM E PROVISIONS of - - - "DO NOT USE THIS .NDS WL• TPI IPCTI. fiESIGN V11H FIRE R TRRDRNT TREATED LUMBER. - 7 ..-TPI • TRUSS PLATE INSTITUTE. NCS - NF.TI(WR GESIGn SoE0Ir£:PT10), FDG VIC^ CONSTRUC11ON z Ca REY 13.0.7 3N CRF TC LL 20.0 PSFrF TC OL 10.0 PSF BC DL * 10. 0 PSF TOT. L.D. 40.0 PSF DUR. FAC. 1.15 PITCH SPRCING 24.0' ITYPE C J RECORDED BUTTE COUNTY Return 'to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENTPRGOR13S9BY 640111-zle FOR RESIDENTIAL DEVELOPMENT "M Section 26-8.1 of the Butte County Code requires this acknowledgement !' be recorded prior to issuance of a building permit. (V - 8'7-15109 The property described herein is adjacent to land or included CANDAGE.. t' B$ within an area zoned for agricultural purposes, and residents of this CLERK -RECORDER ftE property may be subject to inconveniences or discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides,,pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limitedJ to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural zones which have as a Pages priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date: All that certain real property situated in County of Butte, State of California, described. as f6llows: Parcel 3, as shown on that certain parcel map entitled, "Being a portion of the NW ,of section 31, T.22N R.4E. , M.D.B. & M.", said Parcel map was filed. in the office of the recorder of the County of Butte, State of California, on July 28, 1982, in Book 89 of parcel maps. at Pages 16 & 17. PROPERTY OWNERS: NOT COMPAP.ED WITH ORIGINAL DOCUMENT State of 1, ) SS. County of . lA _) On this the LLL day of __Z me, the undersigned Notary Publ 9-1� , 19_EL, before personally appeared 1Z), �- .7z1p1n,1 A. 1;M1eTR1yR MARION L BECKER Personally known to me. � Proved to me on the basis EO: NOTARBufte ounty�NN of satisfactory evidence. Butte County Mycom� o^eM,_ to be the person(s) whose names) )17kF subscribed to Feb. �e. gees the within instrument and acknowledged that 7-// executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Notary Public Present A.P. No. •��% �� /`rlreit CIr