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028-230-063
-- - - _ 028- -0M PERMIT#96-0337 �. WARREN, Jon & Lauriei McCaton ,Dr., Bangor New Single Family -- - - - . --- ---- - 028-25-0-OA9-- 97-1137 WARREN, John & Laurie INALED 209 McCaton Drive, Bang (to complete 96-0337) S 028-23-0- 98-12 WARREN John LE 209 McCatton DrBan gor (complete 96-0337) oq -063 04-251 5� U28-230 m WARREN, JOHN MAOz 209 MCCATON DR, BANGO INALED CONT: OWNER FEES FOR BP 98-1237 U I 00 a �. 02-8-13 0 063 4-3{:34 RODRIGUEZ, JUAN a 209 MCCANTON DR, BANG0r% CON-f: CROSS CRFEr: POOLS NEW POOL . n2$-X30_.063 U5-1309 RODRIQULZ,;JUAN 209 MCCATON; .BANGOR , Cont: CROSS'CREEK POOL'S' y NEvyd C; AS LINE MR .04-3034 �` �k _ Permit Applicant: 28-25-009 Assessor Parcel Number: Permit Number: ' 96-0337 3/4/96 Date: The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: YOUR PLANS ARE REQUIRED TO BE STAMPED & SIGNED BY THE ENGINEER. (2 SETS). z SEE ATTACHED REQUIREMENTS. 7 YOUR STRUCTURAL CALCS NEED TO BE STAMPED AND SIGNED BYTHE ENGINE5,. (2 SETS). 7 I NEED 2 COMPELTE SETS OF ENERGY COMPLIANCE DOCUMENTS (CFIR AND MANDATORY 2 MEASURES). R 13 MIN. IS REQURIED IN WALLS. WHAT ARE THE ATTIC AREAS -TO BE USED FOR? (PG. 6 OF 9) C d �11-�i �Ajd W60�0 DIAGONAL BRACING IS NO LONGER ALLOWED IN SEIZMIC ZONE 3. PLEASE INDICATE r ALL BRACED WALL PANELS ( INTERIOR & EXTERIOR) PER SEC 2326.11.3. PLEASE INDICATE WHICH METHOD OF BRACING IS BEING USED ALONG WITH THE APPROPRIATE NAILING. YOU WILL NEED PLANNING APPROVAL FOR THE "COTTAGE". ? V-1/ I NEED 2 SETS OF LATERAL CALCS . 61Q 2► � U ��5 ur �i�v 14 c�r—i r, .., ,o,�Pj jojw kvv2 / 5zo Cd' P GrnUm.�.a�Nti� / sta-X57Z-e0orV &zw< � hwh,�( / - S -OD -771;z -33do If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Thursday. LINDA SEXTON -.PLAN CHECKER 40C) �xe� cls- n • L 67 -7 -EA o 5 t4o o I an 7L-6Ue- 20 asc fJ DT TZ) u5- 5- 4- V/P 4 1-3 (Z- C- nann�MP'n, t4 AR AR 16 LAND DEVELOPMENT BUILDING 7T1NVIRONM.ENTAT `�L HEALTH M -PERMIT CLEARANCE Bawng Permit No. WA IZAeA-) FL ver 0 � 1-044 /0&,L ' ASsetldl- OWNERSA.P. �1 NAME: 'Cl CCft/1 NUMBER: PRINT LAST NAME FIRST COUNTY ZONING DESIGNATION: u- FLOOD ZONE: iC FLOOD MAP: 5 Gy Q APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS . `� OR MAP DEED INFORMATION: / DATE OF CREATION://S¢ DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING LEGAL ACCESS REQUIRED: YES YES NO ToW'J otz' g3IA16ox, LOT PfW I -On 6? �� BOOK 7 PAGE % NO COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIWSION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft.building setback from right-of-way/centerline of 3. Maintain a 100 ft. leachfield setback from all existing wells. _ 4. Maintain a ft. leachfield setback from 5. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. _Y, 6. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 7. Connect to a public water supply. _ 8. Connect to a public sewer system. _ 9. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 10. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 11. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) — 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 13. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be to dw PJtwmft Dhs+onr- _ 14. All new residential buildings shall be constructed to comply with the requirements of the Uniform* Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 15. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 16. Pay school impact mitigation fees. X 17. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. 18. wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. 19. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 20. _ 21.- 22. 1. 22. 23 24. 25. AIO iWW13M aw 3iing 10 AINn00 966< < Z 833 C13AI333H LD 9/95 - C:\wP51\FORMS.K\6LDOPERM.CLR MAY-16-2000(TUE) 15:55 RODRIHES.FINW IAL (FAX)4421451 ATM. BUTTE COUNTY PERMIT TECHNICIANS. REGARDING PARCEL #028-230-063-000 THIS IS A WRITTEN AUTHORIZATION FOR YOUR OFFICE TO PROVIDE ALL aMITS TN .REGARDS TO THE GAS LINE FOR THE POOL HEATER, TO MR. AL DIAZ. GAS LINE HAS ALREADY BEEN INSPECTED BY VERNELL. WE REQUIRE THIS PERMIT IN ORDER TO PROCEED. Y JUAN A. RODRIGUEZ 831-229-2178 81 SAN CARLOS DRIVE SALINAS CA. 93901 P. 001/001 RESIDENTIAL q`? -u3'7 low" 028-250-00c� PERMIT#9fr-6tt-7 WARREN, Jon & Laurie N v2©9 McCaton Dr., Bangor I New Single Family o —97 � t F OFFICE COPY i i ELECTRIC Date ���G I ' Meter By � I if/O-�0/�i+:ra7 �l ,v 7 S�(o 6,41'e- D>> 1 iCQ NS � ✓ FO -fi 45 - �. �Vo�' t'Cac�ad I•e e�.�.�C( 3e_C.�i or✓� ON /- & 9L L, -s .uof rGccc l e . : �u•r ��ti��¢-row&= (� ttJ F ✓✓S%> see, u — /2-57 �All ���`� JOB FINALED Gate/)) V 3' © — Signature �'� L sye- b�,cej V=OK 1' 0 = Not OK Nott.Applicable* dMOBILE 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-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / /'L'ft. / /Nat. or/ PL"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/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 S" MISCELLANEOUS P MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except 7 % - _ 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-Dep"pacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Pasts-Beams-Rftrs.-Connectors Shthg: Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-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, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 '✓=OK 0=_r�tOK t Applicable RESIDENTIAL (Single & Duplex) = NQ R £y - Date y? U RFLOOR (Plans) OK except tt's� C(��Jyja .� .t- 1 ning-Setbacks-Easements-Flood-Slope 2. Ftg., Main; Soils-Elec. Grnd.- -I *tg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. g., Porches & Decks; Soils -Steel-/ /Ftg. Depth Stemwalls, Main; Steel-Blockouts-Wrapped - 6. Stemwalls, Garage; Steel -Bloc kouts-Wrapped Hold Downs and Special Anchors' 7. Slab; teel-Wrapped 8.s -Fire a Ftg.-Steel -Fit ' g est a C/ ESewer Te UF. Gas Pipe; Spye .n ors - and ga g: P -Vater Pipe; Test -Anchor -Regulator -Service est 12. Ele tric; Underground Pienums & D ts; Cleara ce-Material-Support-Ins 14. Gi rs- s A olt -J s ens ri p s Aw 15. Ac s & Ventilation 16. Insulation Date - Card B-1 1 ate Card B-1 Date Card B-1 kZ^ Date Card B-1 Date UMBING (Permit) OK except ✓z's Water Htr.: Vent -Access -Combustion Air -Baffle --------------------------- ----- 17 ater Pipe: Test & Anchor -Nail Protection - ----------------------------------------------------- --------------------------------------------------------- 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 8 -Anchors - 21. ------------------------------------------------------------------------------ Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except a's 22�Fixture & Transformer Clearance -Ins. Protection ------------- 23. -Flet. Receptacles Spacing -Lights & Switches at Doors -- - -- -- -- - --- -- --- -- --- - -- -- - - - --- -- -- -- ------------ 24. Size B & No. of Conductors -Stapled --------------------------------------------��Waler ex Installed Close to Edge of Studs & C. -•- -- ---...------------`-- - - -- -- _.... ip. Ground made up wrMech. Partners -Bon -'� - -`- ----------- ------------ - - ------------ -- ---------------------------- 2Ap fiance Circuits in Kitchen & Conductor SizerGFI 2p ------------------------------------------ _ .. .. ubfeed Wire Size ga. Cu or AI-A.C. Wire Size ga. -------------------------------------------- Cu or At --------------------- 29 -Range Circ. r ' ga. Cu or AI -Oven Circ. ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No - ---- '0 ___ Service- icer Conductors & Ground -Main Disconnect - -- 31 q Clearances Panels-Motors-Mech. Equip. ----------- 3 lothes Closet Light -Shower Light -Spa Light - --------- -------- - 33. Smoke Detector ............................... Date - -- - ........................ _.. Card B-1 DateCard B-1 -> . p.-.�-----._.--- .----- Card B-1 Date Card B-1 Date MECHANICAL.(Permit) OK except P's 3j._A . Ducts Insulation & Support Vent Fan: Exhaust above insulation - ...... CondenFate Dram & Overflow: Sze & Grade ... ....... ...... 37 Fur e -Vent: Access -Comb. Air -Return Air Vent -115 outlet -. --- 3 Attic Access & Platform if Furnance in Attic - - Date - - --- --- --- - - ._._ .. . ....... .. Card B-1 Date Card B-1 - - ....... . ..... ..... . Date Card B-1 Date Card B-1 Date FflAIM_ ING Plans) OK except #'s 3 it ro er Material & Anchors ... ... ... ... .. ...... . ....... 40 Studs -Nailing. Spacing & Bracing -Plates -Sound ... .. ................ ...... . 4 Be g Walls over Girders & Floor Nailing 4 r to fn Walls (rat proof Fir tops: Furred Ceilings -Stairs -Chases -Tub . Headers & Beam -Size & Bearing Date FRAMING (Continued) , 45 angers -Post Caps -Anchors -Connectors 46. CIng_Joist-Rftr. ties-Purlin-root Brac-Truss-Shthng.-Rfng. _-- -- - ireplace Ties or Type A Flue -Fireplace Throat clearance - -- 4d. Attic Access: Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors-Sill-Hgt. & Dimensions ------------- SQ---------- -n F -- � Fire Protection 1 o erty Line Firewall & Openings X62. Ext. Doors -One T -Check Garage -3rd Story, 2 Exits Stair Width -Headroom -Rise- Run- Landing -F�n ---- ----- plywo o R of Overhang -Attic Vents -Rafter Outriggers - -- ing-Nailing Veneer ---------------- 6. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 5 lazin Area -Glass Protection -Skylights -Plastic ------------------- ---- Gla -- - 58. S r Wa Is: Nailing -Bolts nsulation-Walls-Ceilings 3 �\ g; 1,:51 �6.1> ---------------------------------R�-- r. Infil tion -Walls -Windows - ------ -- -- ------------ - ---- Dat - 413-clL', and B-1 Date �_5).--xr'Card B-1 Card B-1 Date Card B-1 Date FINAL (Plans) OK except 1+'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 ..---- --------65 G.F.I.& Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel: Breaker Sizes & Labels ---------------------------- ------- -- 67. Stags & 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 - - - - ---------------------------- ---- 71 Elec. Outlets & Receptacles at Kit. Counter - - - - - - .. _ . _-- ------- - -- -------------- --------- 72. Garage Fire Door: Swing -Landing -Closer 73. A.C. Duct in Garage -Damper ...................................-------- 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection ------ ----------------------------------------- ---- 75. Plb.. Elec. & Mech. E4ui Listed for Location 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 ❑ Ye ❑ No . . . ... - --- --- - ---- 81. Stucco o 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_Uncle rground- - - -- 86 Ventilation Throughout House - -- ---- ------------ d7 Glass Protection _ . - ------------------ 88 --------- 88 gorreclio , om Previous Inspections 8 G� eters Tagged: Gas Electric -- - - -- -- -- ------------------------ -C ----- 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 - ------------------------------Date Card B-1 Date Card B-1 Date Card B-1 Date Card"B-1 Comments at Final: ate' COUNTY OF BUTTE --- BUILDING DIVISION �L DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE !.t/ 142 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contac, this office immediately. / -11111h I r'?4) C fza— "o-) /Zov -r 6 15 0 zF X T rVl1-4 11er- L /� ( < //-p ,- L7/t S as 7` 3414 r. A -t s � «i � u /'? /-,=,c 7l) !'fO e r r 7' G CD w v 717`- u L ^/'J 6 fi l4 (` //, A. Date rr— Inspector, REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 _ 7 County Center Drive, Oroville, CA - (916) 538-75.41 _ -70 CORRECTION NOTICE OWNER t PERMIT O. a A routine inspection indicates that the following violations of Butte County Ordinances exist at the above ddress and should be corrected. Please notify this office when correction of work is comp) ed. If you have any questions pertaining to this matter, or need additional explanation, pleas contact this office immediately. Y a C V P �I e( S Date Inspector REV 1 9 k COUNTY OF -BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE r"-, ER _33 PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please cogtact this office immediately. Date 3 Inspector tw� S , ' � 6 REV 10/92 `" COUNTY OF BUTTE BUILDING DIVISION . DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE UGVNtK PERMIT NO: A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation; please c tact this office immediately. v - n 1 '/7 , )/ ,L n • �4 7f ti i C Date Inspector REV 1019 1 Wj COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE _ 9/,— OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this offjce immediately. Ajz/, // i�3�a�.�-I HiQ/ly�-tet/S �. ,4v I _' riBrrt chi n.✓ 5/ill tires„/ i t "� Date 49 Inspector J ` I4 S 4ek 4 f ' REV 10/92 z;; COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Croville, CA - (916) 5.38-7541 ' 747 Elliott Road,.Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of.work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. E -e/N Date ILI 9 -% Inspector rv► SS ell REV 10/92 ...aur..-. ` COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 I; ' CORRECTION NOTICE `Aia r e U 33 i OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation,. please contact this office immediately. ro'7 `s.. r>r err v i d.< `r ) Date �"'3 — / Inspector .. REV 10/92 -2 0v(L i COUNTY OF BUTTE BUILDING DIVISION ,'. DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 I r 7 County Center Drive, Oroville, CA - (916) 538-7541Sj , 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NT' A routine inspection indicates that the following violations of Butte County Ordinances exist at ` the above addre and should be corrected. Please notify this office when correction of work is corn f you have any questions pertaining to this matter, or need additional explanation, Please ontact this office immediately. 2 .a' ^i i� �..1c 4 u3,• �Y3 't 1 S�. :mss .F Date 716nspector v REV 10192 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Croville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE I oto ,,r c 63 3 7 OWNER -4 PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. �c .vA Cis/ �4. r^i v —`i g s f r V4 Aze lei 4 I-V 1 t ( r Date i ' C7 Inspector [ \a S REV 10/92 COUNTY OF BUTTE" ` ^S BUILDING DIVISION e r t DEPARTMENT OF DEVELOPMENTSERVICES ti - 1469 Humboldt Road, Chico, CA -• (916),891-275,1,y. 7 County Center Drive, Oroville, CA'- (916) 538-754". 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OVERS PERMIT NO. i A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work a. is completed. If you have any questions pertaining to this matter, or need additional explanation, i i please Contac 1s office immediately. / AI Yj D i7 1 �!� hY►/ /✓ 31/ SLa �i Gt•t.�./ Date Inspector REV 10/92 028-25-0-009 97-1137 B ., WARREN John & Laurie 209 McCaton Drive, Bangor (to complete 96-0337) SF COUNTY OF•BUTTE-DEPARTMENT OF DEVELOPMENT SERVICES-BUILDINGDIVISION,--- 7 IVISION `7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-75 ,#/ PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 028-250-009 ZONING U BU ING PERMIT OWNER Jo". AND LAURIE WARREN TELEPHONE 679-1429 SQ. FT. OC6. . BUILDING VALUATION CONTR 5000OWNERS MAILING ADDRESS 0 BOR 505, BANGOR CA 95954 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 91.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 209 N DRIVE, BANGOR Energy Plan Checking Fee $ $ PERMIT FEE $ 101.00 LOTNO. SUBDNISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF,(E1 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other 19 Describe Work: PERMIT TO COMP= (M-337) I Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoonoRLEss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions f Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professons Code, and my license is in full force and effect.P License Class LIC. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: IQ+ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BUDS. SO 3.5¢x' "roN-RESIDT MULTI- OUTLET TS @7,50 OWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 Q 1.00 BAL p .SO LNS Ex. Occup. ouiLEEDrs RES D.OEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirinci 23.00 PERMIT FEES WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) Q: 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X �.�._� ate -''N 4� l gg �� Signature of Applicant - Q' Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 101.00 HAZ. D. FEES IMP I FLOOD I COF PARCEL I PD I HD I ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date 6/2/97 5/2/98 Date Receipt No. 222137- WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.netldds PERMIT BP042515 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of - Issued Date: 08/26/2004 APN• 028-230-063-000 the Business and Professions Code, and my license is in full force.and effect. License Class: License Number: Site Address: 209 MCCATON DR BAN Date: Contractor: Map Index: Description: supplemental insp. fees for by # 98-1237/dup. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 plan Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a Owner: JOHN WARREN -.. signed statement that he or she is licensed pursuant to the provisions of 209 MC CATON DR. the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or BANGOR CA she is exempt therefrom and the basis for the alleged exemption. Any 95914 violation of Section 7031.5 by any applicant for a permit subjects the 530 679-1713 applicant to a civil penalty of not more than five hundred dollars ($500).): r L� I, as owner of the property, or my employees with wages as their I ` sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an A ` lieant: JOHN WARREN PP owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of t proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). t r ❑ 1 am Exempt under Article 3 of the Business and Professions Code Date: Owner: "t WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit ` .`. • ' is issued. Architect: ❑ 1 have and w6`rnaintain workers' compensation insurance, as ' Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this pgnnit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Policy #: ' Valuation: $0.00 I certify that in the performance of the work for which this permit is Census Code: issued, 1 shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall p� V forthwith comply with those provisio ✓ _d Date: � Applica WARNING: F ure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the This permit is hereby issued under t plicable provisions of the Butte County Coda ?nNor Resol (tons to work indicatgd a ve or whi ees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) By: Date: Name: PERMIT EXPIRES ON: Address: ate ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health 13, Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize represe es- of Butte (County to enter upon �bove mentioned property for insp rposes. Print Name: Signature: Date: Q:Qwner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.neAdds PERMIT NO. BP042515 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 08/26/2004 APN• 028-230-063-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 209 MCCATON DR BAN Date: Contractor. Map Index: Description: supplemental insp. fees for by # 98-1237/dup. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 plan Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a Owner: JOHN WARREN signed statement that he or she is licensed pursuant to the provisions of 209 MC CATON DR. the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or BANGOR CA she is exempt therefrom and the basis for the alleged exemption. Any 95914 violation of Section 7031.5 by any applicant for a permit subjects the than five hundred dollars (530) 679-1713 applicant to a civil penalty of not more ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: JOHN WARREN owner of property who builds or improves thereon, and who does PP such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). O I am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Architect: ❑ 1 have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Policy #: Valuation: $0.00 1 certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those pro visio � Date: Applica c�1 WARNING: F ure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor interest, fees. code, and attorney's n CONSTRUCTION LENDING AGENCY - I hereby affirm that there is a construction lending agency for the ' This pe it is hereby issued under t plicable provisions of the Butte County Cady+ anwor Resol ions to 46 work indicated a veor whi ees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By Date: PERMIT EXPIRES ON: ate Address: ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby tbove mentioned property for inspe rposes. authorize represe es of Butte County to enter upo;:) (� n Print Name(�'1— ^f1�coSignature: Date: ? wner 13 Contractor ❑ Agent for Owner 0 Agent for Contractor ' J 98-1237 B .028-23-0 WARREN, John' Ban or; 209 McCatton 03 g ( complete 96-0337) � _/ )��g COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT, NO. i j,� �, I (Rev. 12/96) APPLICATION AND PERMIT A Asse028-2 —0-057 ZONING ' J BUILDING PERMIT OWNE ,JOHN AND LAURIE WARREN TELEPHONE ?-1429 SO. FT. OCC. BUILDING VALUATION 5000 OWNEFS 6JUNG ADDRESS BOX 505, BANGOR, CA 95914 CONEM(T_NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSRTIRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHjTEOCT_ ORORENGINEER LICENSE NO. Flirt Fee $ 20.00 Permit Fee $ 81.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS *r 209 MCCATTO,r DRIVE, BA, Energy Plan Checking Fee $ $ PERMIT FEE $ 101100 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Imo, Duplex ❑ Mobilehome ❑ Other sPECWY Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Ulilities ❑ Installation ❑ Other EXX Describe Work: C0MP=0N OF WORK STARTF,D UND.. #96-337) Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ REPLACES #97-1137 ELECTRICAL PERMIT Fling Fee 20.00 OOOV OR LE Main Service 200" OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law �for the following reason: n( `iI, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200" TO tOooA 46.00 NEW CONST. DWEWNG OCCUP. OR ADDNS. ( a ACC. BLD S. SO 3.5¢FT_ .T. MULTI -OUTLET 97,50 —== PSOr APPARATUS a SINGLE ounEr cIR. Ex. Occup. OUTLET OR FDCTURES 20 @ 1.00 B"L @ .so Ex. Occup. OUTS ,=-.DE'. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirino 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is istved, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California. and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall h comply with those rovisions. fpPth7T--%?6 X Gip +Date t t r� . ! V Signature f Applicant - _� Owner ❑ Contractor 13Agept An OS permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee 77 - Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 10 1.00 HAZ. D FEES IMP I FLOOD COF I PARCEL I PD HD ISSU This permit is hereby issued under of the Butte County Code and/or abave for w re` ees hav indicated/,JOV Byk PERMIT EXPIRES ON9 I the applicable provisions Reso tions to do work e n paid. ate Pata Receipt No. WHITE-D.D.S.-B.D. CANAR -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r A tto Coun u LAND. OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 JOHN AND LAURIE WARREN98-1237 RE: Building Perm. P 0 BOX 546 xpiration Dat. 16/99 E BANGOR CA 95914 E P 028-23-0-057 A.With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the categories marked below: [I Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. THIS PAST YEAR XkJXX No inspections have been made on permit work/ Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on. permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the OROVILLE office. Thank you for your prompt attention concerning this matter. MCV:ahb Attachments Yours very truly, —Mir el C. V ira, C.B.O. Manager, Building Inspection Chico Office - 1469 Humboldt Rd/891-2751 Paradise Office - 747 Elliott Rd/872-6307 ` COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION �'-,;.', - kr 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 / PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT -� ASSESSOR PARCEL NUMBER 028-23-0-057 ZONING U BUILDING PERMIT OWNER JOHN AND LAURIE WARREN TELEPHONE 679-1429 SO. FT. OCC. BUILDING VALUATION 5000 OWNEFS MA(UNG ADDRESS 0 BOX 505, BANGOR, CA 95914 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSNONE LENDER Fireplace LENDER'S MAIUNG ADDRESS - Total Valuation $ ARCHITECT OR ENGINEER NONE LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 81.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Pian Checking Fee $ BUILDINGADDRESS 209 MCCATTON DRIVE, BANGOR Energy Plan Checking Fee $ $ PERMIT FEE $ 101-00 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF WX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK' New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other d X Describe Work: COMPLETION OF WORK STARTED UNDER #96-337) Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S REPLACES #97-1137 ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: -- I I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DW EWNG OCCUP. OR ADDNS. ( 8 ACC. S. SO 3.5¢FT. NpN-=T1 MULTI.OUTLET @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. OCCu . OUTLET OR FIXTURES BAL @';50 Ex. Occup. DUTLETS RD °� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE i WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall ith comply with those rovisions. X a tJ Signature f Applicant - I Owner ❑ Contractor ❑ Ageyll An OSIIA permit is required for excavations over SO" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAz. D. FEES IMP I FLOOD I CDF PARCEL I PD HD ISSU This permit is hereby issued under of the Butte County Code and/or indicated o e for w is fees hav BY PERMIT EXPIRES ON the applicable provisions Reso tions to do work be paid. ate 6 / 15/� 6/15/99 Date ReceiptNo. WHITE-D.D.S.-B.D. CANARV-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT � / ' - `^--- - - ' ---` m z, • 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 1 ( NO 0 2• I HAVE 0 HAVE NOT 13 signed an application for a building permit for the proposed wo=k. 3. I have contracted with the following per ) to provide the proposed construction: .; Phr s err ADDRESS: PHONE: CONTRACTOR'S LICENSE NO. 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: 4. PHONE: CONTRACTOR'S 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 PH �� TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY ER:_ DATE:, , 9 NOTE: ------------This -Owner-Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. �3. I OWNER BUILDER INFORMATION . I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property . improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible. liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply - If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should. be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractprs may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. i rely, Mic el C. Vi iia, C.B.O. M ger, Building Inspection NOTE: This Owner-Builder,Information is required by Section 19830 of the California Health and Safety Code OVER COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541/-3/PERMIT NO. APPrLICATION AND PERMIT h t 7 ASSESSOR PARCEL NUMBER 028-250-009 ZONING U BUILDINGPERMIT OWNER &LAURIE WARRF�I TELEPHOJOHN N_1503 FT. OCC. BUILDING VALUATION /SO. 4578 r 247 212.00 OWNER'S MAILING ADDRESS PO HOPX 3661 QVINCEY, 95971 798 OPEN 27,13p2.0�(0� CONTRACTOR'S NAME OWNER � TELEPHONE 08 216 C 2 8.00 274 0 1,918.00 CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER - UNMOWN otal Valuation $ 279 00 Fill be $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 1269.50 ARCHITECT OR ENGINEER NONE UCFNSE No. Plan Checking Fee $ 825.15 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS PC, CATOIV PR PERMITFEE $ 2137 33ANWR PLUMBING PERMIT Filing Fee20.00 Each Trap 24 7.00 168 . OC LOT NO. SUBDIVISIONS NAME PARCEL MAP Solar or heat pump water heater 23,00 USE OF STRUCTURE SF O Duplex ❑ Mobilehome ❑ Other SPECIFY [ Water piping 15.00 15.00 Each gas water heater or vent 15.00 Gas piping system 1' - 5 outlets 5.00'r 15.00 Building sewer 15.00 1 5 TYPE OF WORK New [_X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 6 BEDROOM Mobile Home S G W @20.00 PERMITFEE "i 2AP4 OQ Contractor ELECTRICALPERMIT Filina Fee 20:00 Main Servicee0oy oR LEss ( 200A OR LESS 23.00 , Main Service ( 200A TO I000A ) 46.00 -+' LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapier 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. SO. C OR ADDNS. ( a ACC. BLDS. ) 3.5¢ FT. NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 ,POWER ( POWER APPARATUS ) OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES ) 20 Q .50' BA0 Ex. Occup. FIXED PES D.) R 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 231.15 Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for -workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 9 Heating z -3o.00 Cooling Hood - 6.50 Ventilation L .5 PERMITFEE $ Contractor Policy Number (rhe above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. } X ,y 7 �1J1 Date e Signature of Applicant - Owner O Contractor ❑ Agent An OSH//A permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46 QQ W3i CONST ME TOTAL FEE $ 2786.80 HAZ. W I D. FEES IMP FLOGp% i•�/ CDF I PARCEL I- PD I HD I ISSuE This permit is hereby issued under the applicable -provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. y_? By / ! Date PERMITEXPIRESON (Date) Receipt No. 190$77 "' 928.15 // /q 5-.3 X1.3/�'S� WHITE•D.D.S.•B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROD• PPLICANT JOHN & LAURIE WARREN P.O. BOX 3661 QUINCEY, CA 95971 DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 3/19/97 ' RE: Building Permit # 96-0337. Expiration Date: 4/30/97 A.P.- # 028-250-009 = N �J With reference to the above subject, our records indicate ,that your building hermit expires on the above date and your permit falls Into the category marked below: [X] Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to 'this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required' to verify code compliance. We are unable to -renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. t: If our records are in error or should you have any questions concerning this matter, please contact the OROVILLE of f ice. Thank you for your prompt attention concerning this matter. Yours very truly, Michbel C.1 Vieira, C.B.O. MCV:ahb Manager, Building Inspection Attachments Chico'Office - 1469 Humboldt Rd/891-2751 r Now --_.1 _. `.� M' �� « -- fir.. .—, r.. �. w_,,.yYt.'F.H.i.-� j�.t...r y \ _ � rY—tr.. Y'lw t w•i94i.. �L' rfi�7niK i 1 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE rz37 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. It you have any questions pertaining to this matter, or need additional explanation, please..co:ntact this office, immediately. r'Y� ► 1 �t CCC- C 6Z e7 C REV 10192 COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISIO 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-75 � P I No, (Rev.1i/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 028-250-009 ZONING U BU ING PERMIT OWNER JOHN AND LAURIE WARREN TELEPHONE 679-1429 SO. FT. OCd. BUILDING VALUATION OWNER'S MAILING ADDRESS 0 BOX 505 BANGOR CA 95914 CONTR -5000 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER NONE LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER NONE LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 81-00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 209 MCCANTON DRIVE, BANGOR Energy Plan Checking Fee $ $ PERMIT FEE $ 101.00 LOT NO, • SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SFXP Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other IR Describe Work: _PERMIT TO COMPLETE (#96-337) Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 - Main Service 00A OR LERs 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors , to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. ( &ACC. S. SO 3.5¢FT; NON -R SN0.T RANCI CI CUI @7.50 APPARATUS a SINGLE OUTLET CIR. Ex. OCCu OUTLET OR FIXTURES 20 @''50 BAL @ .50 Ex. Occup. ouTLEeDTs AE�SIOOEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 12)r, I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall with comply with those provisions. p r s� a lJ JN Z� f Applicant - 9COwner ❑ Contractor ❑ Agent qOA rmit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 101.00 HAZ. I D. FEES IMP I FLOOD I CDF PARCEL I PD I HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. 6/2/97 Date _ ' 6/2/98 Date ReceiptNo. 222137 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT (Rev. T2/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOAPAACELNUMBER JZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION N� OWNERS rgNG ADDRESS vg- CONTRACTOR'S NAME V L -Li /— TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS ' Total Valuation $ o Q ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS - Plan Checking Fee $ BUILDING ADDRESS ^ �O9 ` (/(/—.✓t�p�v �� Energy Plan Checking Fee $ $ PERMIT FEE $ /0/ LOT NO. SUBDNISIONSNAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK / New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other 6 Describe Work: n�e Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE S or ELECTRICAL PERMIT Filing Fee 20.00 V OR UE9 Main Service 200AORLE:S 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively'contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. s0 OR ADDNS. ( a ACC. BLDS. 3.5¢F NEW CONS. NON-RESIDT M I.00IRCUITS T @7.50 POWER APPARATUS a SINGLE OUTLET CIA. 20 @ 1,00 EX. Occup. OUTLET OR FIXTURES SAL O .w Ex. Occup. ou��s A=D.Den 5.00 • Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. I D. FEES IMP I FLOOD CDF PARCEL PD HD sSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON I Data Receipt No. OZoc oZ i : WHITE-D.O.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 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 R NO ❑ 2. I HAVE K 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: CONTRACTOR'S LICENSE NO. 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: CONTRACTOR'S 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: PROPERTYOWNER: _. SOCIAL SECURITY N ER: DATE:_J v 2, NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION Dear Property Owner: M An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. i rely, Mic el C. Vi iia, C.B.O. Ma ger, Building Inspection NOTE. This 0ioner-Builder Information is required by Section 19830 of the California Healdr and Safety Code. OVER P BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION M (530) 538-7636 (OROVILLE) (530)891-2834 (CHICO) OFFICE M (530) 538-7541 .PERMIT NO. BP051309 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION _ I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 05/18/2005 APN: 028-230-063-000 the Business and Professions Code, and my license is in full force and effect. License Class:�-3- License Number: 8 �3 Site Address: 209 MCCATON DR_ BAN Date: 8 Q5 Contractor: 'MR 6 CRMk 1 04-s L" Map Index: Description: new gas line for propane pool heater for OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the b 043034 p Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve', demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a Owner: RODRIGUEZ, JUAN signed statement that he or she is•licensed pursuant to the provisions of 209 MCCATON the Contractor's State License Law (Chapter 9 commencing with Section BANGOR, CA 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any 95914 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars (8500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an A licant: CROSS CREEK POOLS pp owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, 6360 TUPELO RD. provided that such improvements are not intended or offered for CITRUS HEIGHTS, CA. sale. If however, the building or improvements are sold within one 95621 year of completion, the owner -builder will have the burden of proving that he or she did not build or Improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors.. to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a conlractor(s) licensed Contractor: CROSS CREEK POOLS pursuant to the Contractors' State License Law.). 6360 TUPELO RD. ❑ I am Exempt under Article 3 of the Business and Professions Code CITRUS HEIGHTS, CA. 95621 Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 548983 ❑ 1 have and will maintain a certificate of consent to self -Insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Architect: I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: STHTE rU N1> Carrier: Total Square Ft: 0 S.F. Policy #: 0�0�%-9 ©0°c� 30% Valuation: $0.00Census I certify that in the performance of the work for which this permit is issued, I in to /❑ Code: shall not employ any person any manner so as become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. D Date: LI� ,b .. I Applicant: WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars (8100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permi " hereb is a nder thefqlicablq of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the is issued 3097 Civ.)6 �provlsions Resolutio s to do . in sated abov been paid. performance of the work for which this permit (Sec By. Date: Name: Address: PERMIT EXPIRES ON: (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 18827.5 of California Health 8 Safely Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with ,all county and state laws relating to building construction. I acknowledge it Is unlawful to alter the s�W e o any • form r document of Butte County. I hereby 2uthorize representatives of Butte County enter upon the above mentioned property for inspect! n purpo es. Print Name: A— L- F-- /iJ] Signatur . Date: -..Cl Owner ❑ Contractor ❑ Agent for Owner /Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buffecounty.net/dds "PLEASE PRINT CLEARLY" APPLICANT SIGNATURE X For offic use only: OWNER Last Name O Q �Z irst Name J A xJ AddressCog C� 11-11 n , 1, K City �D City 0, TZuS N ZFI j State Zip 9 Phone 7--) 47A Fax E-mail E-mail APPLICANT SIGNATURE X For offic use only: CONTRACTOR Name Name Address 0 E)&147e, City 0, TZuS N ZFI j State efl , Zip Phone 6, 6 7--) 47A Fax Planner E-mail Lic. #5, X33 C� APPLICANT SIGNATURE X For offic use only: ARCHITECT/ENGINEER Name Flood Zone Address SRA City E)&147e, State Zip Phone — © Fax E-mail Planner State License Number APPLICANT SIGNATURE X For offic use only: APPLICANT NAME Name Flood Zone Address SRA ,City �i � E)&147e, State Zip 9��/ Phone i� — © Fax E-mail Planner APPLICANT SIGNATURE X For offic use only: Zoning Pro "Adss Flood Zone Cross Street SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. 5-/3 BIN # LOCATION AP#O2� Pro "Adss Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name N Address Page 1 of 2 Description or Scope of Work: INSIALL ? PE— HIEA 9— ?btJ1-_ Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by; _ Amount: Bldg SRA Receipt #: I Sheriff b Ll SMIP Date,--�j i —ao Other Total Ktv &Z4 -U5 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy), ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www:buttecounty.neAdds PERMIT NO. BP043034 LICENSED CONTRACTORS DECLARATION I hereby, a irm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: APN--028-230-063-000 the Business and Professions Code, and my license is in full force and effect. ����� ,��I� License Class :���F�{''''���,� '7 � License Num r: Site Address: 209 MCCATON DR BAN Date: Contracto Map Index: Description: NEW POOL(486) OWNER-BUI ER ECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a to construct, alter, improve, demolish, or repair any structure, Owner: permit prior . to its issuance, also requires the applicant for such permit to file a _ -- signed statement that he or she is licensed pursuant to the provisions of 209 MCCANTON DR �J the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or BANGOR, CA she is exempt therefrom and the basis for the alleged exemption. Any 95941 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: JUAN AND STELLA RODRIGUEZ owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law. ). Contractor: ❑ I am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby irm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for License #: workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Policy #: I certify that in the performance of the work for which this permit is Valuation: $0.00 issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: I l� Applican WAR G: Failure -to secure workers' compensation coverage is ` unlawful, nd hall subject an employer to criminal penalties and one hundred th and dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. 1 �q r -7 CONSTRUCTION LENDING AGENCY This permit is her 's ed der the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions to do n ed above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) 0 �_ `� Name: By: ate: ' G Address: PERMIT EXPIRES ON: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substanc any official form or ument of Butte County. I hereby e authorize representatives of Butte County to enter upon the above mentioned property four inspection purpoUL rint Name-. t3 `I *Signature. ate: ❑ Owner )(Contractor [31Agen o w ❑Agent for Contractor 0 0 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REO UIRED AT TIME OF APPLICATION • "PLEASE PRINT CLEARLY" _/\ rt Kl/YC �ir�.cw -i OWNER C Last N e ij rl 0eka6jjLA ust NLe ' Ade� � C �• D 6Z C' Ste_ p �P- bw,a. I �iZ P - ?Z Fax E-mail QCew5E-m i Kl/YC �ir�.cw -i CONTRACTOR N 6 Ce 0eka6jjLA Addre s N 1 C Occ. C' Zip t Page P - ?Z <6 F ZZ / QCew5E-m i C,e�e% Lic. # ti g89d3 las Kl/YC �ir�.cw -i PPLICANT SIGNATURE X \ki 0 —�==' I - Fo offic us2 only ARCHITECT/ENGIN EER Na C 4& P Add s ,� N 1 C Occ. State Zip t Page Fax Phonea _ D F5-01 E-mail State License Number PPLICANT SIGNATURE X \ki 0 —�==' I - Fo offic us2 only APPLI CANT NAME Na 5sPe� Address SRA Y City Occ. State Zip Phone Page Fax E-mail Date Approved: PPLICANT SIGNATURE X \ki 0 —�==' I - Fo offic us2 only Zoning --,,Flood Zone SRA Y No Occ. Tfpe Const Subtfivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT iF 8 v BP BIN # LOCATION AN iz=1=U3,�>-o(a:3 Property Add_ressC Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time ofpermit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable ' Red by: Amount l D Bldg R SRA Receipt #: Sheriffqo� SMIP Date:) Other t Total SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND /N INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paperl ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxesl ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for.additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or find plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). 119. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). 12. Hazardous Material Form (for Commercial Buildings only). 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning . review (May require additional plan review upon receipt of the following items.) :1 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). 7 2. Impact Fees. 7 3. California Department of Forestry plan approval (if required). 1 4. NPDES Form. 0. 7 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). 7 6. Contractor's license information. (Number, Name Style, Classification). 3 7. Worker's Compensation Carrier and Policy Number. 3 8. Owner -Builder Verification (if required). 1 9. Letter of Signature authorization (if required). 1 10. Recorded copy of Agricultural Acknowledgment Statement. 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). F you have questions or would like additional information regarding this process, contact a Permit 1pplication Assistant at (530)538-7541. EXPIRATION OF APPLICATION .pplications for which a permit has not been issued will expire one year after date of application. In order to renew action n an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS efunds can only be made upon written request by the person who paid the fee. The request must be made within two gars from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits sued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan Teck fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION FORMSWILDING F0RMS\BId9APD1SubRamts.doc p2„e 9 .,f 'I COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: -d' ASSESSOR PARCEL NUMBEK '5 • oN-Sb � / l x_ L Proposed Building Use: I Counter Technician: Date: 10- Items required in order to apply for a per it. All boxes MUST be checked OR marked NA in ordO to apply. 1. Site plans, 3 or 4 sets, signed b the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Ne �� Ca le-' 5 Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form - 5. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required....................................................................... ........ _ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet......... I .................... ❑ 22. City of Chico Plumbing permit........................................................................ ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. ❑ 24. Planning approval (A) Use: 61K- (B)Parking: (C) Parcel Check: TpiroK ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form............................................................................................. 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner,. _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization......................................:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone and hold for pickup. 9b y I have been informed of the above items and requirements for obtaining a building permit. eN iN{l/s peev ealG"g , po°I j 5 No f /yrs a S��YI Applicant: - Date: t r f l �� Cvtif'• 1. Index permi a � � lic&toothea ove i ems numbered: Plan Check Let er 2. Additional IP; required ontracto �ser, owner, was advised of the above data by 32"phone, ❑ mail, ❑ counter, by _ Date: I 1 • 'q • c4 Contractor, des' ner, ow s advised of the gab dai by phone, ❑mail, 01counte Date: Plans reviewed by: Date: Plans approved by: Date: -LID -16 Structural reviewed by: Date: Structural approved by: Date: L Note transfer by: Date: Yellow: Building Division .L' E.H. USE G dv '3#04 Plan AnacMd Raw Plan Anachad L Senna S.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance cJ tJ A o r2, A c� E Z c7t B g /Y� r�4.yTO.y Owner a Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well ✓ Clearance for dwelling. Other lea x S8 C) Cj *,j .S Aoo C Hold final for: Final clearance O.K. for: NOTE: Environmental Health Sacialist Date 8/96 PLAN REVISION Owner's Name: Z BP#: Date: 1-23 b Contact Person & Phone Number: AP#: DAX -;)-Sc) _n (23 Received By: Time: PURPOSE OF RE -SUBMITTAL OR REVISION ❑ Permit Application Data Sheet Item ❑ *Engineering ❑ *Plan Revision ❑ *Requested by Building Inspector's Correction Notice — Inspector's Name: ff Requested by Plan's Examiner — Plan Examiner's Name: a."o-a ❑ Other: *If revising a plan which has already been issued, submit two (2) drawings reflecting the revision for plan review along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Revised drawings must clearly show changes proposed and locations involved. WHEN APPROVED, PROCESS AS FOLLOWS: ❑ Mail to Owner/Contractor at this address: ❑ Call ❑ Deliver with next inspection. and hold for pick-up. Minimum revised plan check fee to be collected at time of submission of revision, plans examiner will determine if additional plan checking fees are needed: O Minimum $54.99 Receipt #: AFee not required for revisions requested by plans examiner prior to issuance of permit. ❑ Additional Fee Amount: Receipt #: Revised 2/04 Department of Public Works 0o C o u' m y o f B u t t e 0 LAND DEVELOPMENT DIVISION QJ. Michael Crump, Director Storm Water Management Program O 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES)rea 11 Construction Storm Water Permit and St S t�on Pve Plan (SWPPP) Acknowledgement [LES THAN 7 ACRE Project Description: _ . . fr►�� Project Location and/or Parcel Number. By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more. of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: 1 is /1 <-/ O '/ Less than 1 Acre NPDES & SWPPP Compliance Certification ,ll— a —...m.nt Pmemm Fr STRUCTURAL DESIGN.COMPUTATIONS FOR THE Standard Shotcrete & Reinforcement Detail Plan SWIMMING POOL PLAN Prepared by: NEIL O. ANDERSON & ASSOCIATES, INC. We y— d 3t f QAOFESS/pti MUM 4�1 R"NO ® S No. 44619 Z m cs Exp. 3-06 am OFCALI� Structural Design Computations for the Standard Shotcrete & Reinforcement Detail Plan are incompliance with 2001 CBC. NEIL O. ANDERSON A N D A S S O C I A T E S 902 INDUSTRIAL WAY 0 LODI, CA 95240 PROJECT: Standard Pool Plan Calculations Drawn By: Neil O. Anderson Scale n/a Date: January 2, 2003 Page I of 22 Soil Properties and Loading Data: iYV FACTORED SHEAR AND MOMENT FROM SOIL EFP = 20 50 85 h (ft) MS (ft -lb) V, (lb) M, (ft -lb) VS (lb) MS (ft -lb) V, (lb) 1.0 6 17 14 43 24 72 1.5 19 38 48 96 81 163 2.0 45 68 113 170 193 289 2.5 89 106 221 266 376 452--- 3.0 153 153 383 383 650 650 3.5 243 208 607. 521 1033 885. 4.0 1 363 272 907 680 1541 1156 4.5 516 344 1291 861 2195 1463 5.0 708 425 1 1771 1063 3010 1806 5.5 943 514 1 2357 1286 4007 2186 6.0 1224 612 3060 1530 5202 2601 6.5 1556 718 3891 1796 6614 3053 7.0 1944 833 4859 2083 8261 3540 7.5 2391 956 5977 2391 10160 4064 8.0 2901 1088 1 7253 2720 12331 4624 8.5 3480 1228 1 8700 3071 14790 5220 9.0 4131 1377 10328 3443 17557 5852 9.5 4858 1534 12146 3836 20648 6521 10.0 5667 1700 14167 4250 24083 7225 10.5 6560 1874 16400 4686 27879 7966 11.0 7542 2057 18856 5143 32055 8742 11.5 8618 2248 21546 5621 1 36628 9555 12.0 1 9792 2448' 24480. 6120 41616 10404 12.5 11068 2656 27669 6641. 47038 11289 13.0 12450 2873 31124 7183 52911 12210 ,--44NEIL O. ANDERSON A N D A S S O C I A T E S 902 INDUSTRIAL WAY • LODI, CA 95240 A Note: Two main simplifying assumptions were made in the following calculations for the "standard" pool plan. Both these assumptions assume worse case scenarios of 1) the pool is empty all of the time and 2) the pool walls are infinitely long, which allows for a straight forward 2 dimensional design. Depth = h (ft.) EFP (Equivalent Fluid Pressure) = Ka'Y' MS (moment induced on wall by soil) = Pa 1/3h VS (shear force induced on wall by soil) = 1.7Pa Soil Properties: Normal y' = 120 pcf �' = 33° Expansive y'= 125 pcf (�' = 26° Rankine: Level a = 00 PROJECT: Standard Pool Plan Calculations Drawn By: Neil O. Anderson Scale n/a Date: January 2, 2003 -Page 2 of 22 K = 1- sin Ip' Ka l+sintp' Sloped a=250 K = Cosa-- Cosa 2 - Costp 2 Ka cos a + cos a i_ cos (0 2 Various Moment Capacities / Strength Method: f c (psi), minimum compressive strength of shotcrete = 2000 fy (psi), yield strength of reinforcing steel = 40,000 (grade 40) d (in.), effective depth = Given, (thickness of shotcrete minus 3" min. cover) b (in:), unit width = 12 AS (in 2)_ cross sectional area of reinforcement = Given p(reinforcement ratio) = AS / bd max. value = 0.75 _ 0 85�1f� g�,o0o _ Pb Pb fy 87,000fy - 0.247 �3, = 0.85 when f'� < 4000 psi Therefore max. p = 0.0186 I$I (flexural strength capacity reduction factor) = 0.90 Ma (ft -lbs), allowable flexural strength = 0.90As fy (d - a/2)/12 a Depth of equivalent compressive block = (AS fy)/(0.85f gib) Va (lbs.), allowable shear strength = 2 sqrt(f j b d 0:85 PROJECT: Standard Pool Plan Calculations NEIL O. ANDERSON AN D ASSOCIATES Drawn By: Neil O. Anderson - Scale n/a Date: January 2, 2003 Page 3 of 22 902 INDUSTRIAL WAY • LODI, CA 95240 (shear strength capacity reduction factor) = 0.85 PROJECT: Standard Pool Plan Calculations NEIL 0—ANDERSON A N D n S s o c i n r e S 'Drawn By: Neil O. Anderson Scale n/a 902 INDUSTRIAL WAY 0 LODI, CA 95240 Date: January 2, 2003 _Page 4 of 22 Resisting Moment of Pool Wall and Radius• '.44NEIL O. ANDERSON AN D ASSOCIATES 902 INDUSTRLU WAY • LODI, CA 95240 I PROJECT:. Standard Pool Plan Calculations Drawn By: Neil O. Anderson Scale n/a Date: January 2, 2003 Page 5 of 22 Resisting Moment of Pool Wall and Radius (continued) Spread Sheet Program: R, radius = Given D, depth of beginning of radius = Given h (ft.), depth of section (location being analized) = Given t (in.), thickness of gunite at section = Given ap (radians), angle of front of section = if (h - D > 0) then = sin' [(h -D) / R] otherwise = 0 at, (radians), total angle of section = if (h - D > 0) then = Eap (previous) otherwise = 0 as, (radians), angle of section = if (h - D > 0) then = ap - at otherwise = 0 X, (ft.), horizontal distance of lead centroid of section = if (h- D > 0) then = (R + t/2)cos(ap) otherwise = R + t/2 xms (ft.), moment arm of section = if (h - D > 0) then = (R + t/2)cos(at +V2 as) - xC otherwise = 0 L (ft.), length of section = if (h - D > 0) then = 21c (R + t/2) as / 360 otherwise = h - h (previous) Wts (lbs.), weight of section = Lt (140), (assume unit wt. of gunite & rein. = 140 pcf) Wtst (lbs.), total weight of previous sections = Ewts (previous) Ms (ft -lbs), resisting moment of section = xms Wts xmc (ft.), horizontal distance from previous section lead centroid to current '44 NEIL O. ANDERSON. A N D A S S O C I A T E S PROJECT: Standard Pool Plan Calculations Drawn By: Neil O. Anderson Scale n/a 11 902 INDUSTRIAL WAY 0 LODI, CA 95240 11 Date: January 2, 2003 Page 6 of 22 section lead centroid = if (h - D > 0) then= xc (previous) - Xe otherwise = 0 Mr (ft -lbs), total resisting moment of current section = EMs (previous) + Ms + Wtst xm. NEIL O. ANDERSON AN D ASSOCIATES 902 INDUSTRIAL WAY • LODI, CA 95240 PROJECT: Standard Pool Plan Calculations Drawn By: Neil O. Anderson Scale n/a Date: January 2, 2003 —Page—7 of 22 Reinforcement and Gunite Thickness Requirements 6.0' Depth '41Q NEIL O. ANDERSON A N D A S S O C I A T E S 902 INDUSTRIAL WAY 0 LODI, CA 95240 PROJECT: Standard Pool Plan Calculations Drawn By: Neil O. Anderson Scale n/a Date: January 2, 2003 -Pap_8 of 22 RESISTING MOMENT Pool Wall Radius ft. = 3 De ith to Radius ft. = 3 h(ft.) tin.) a a, a, x. x- L Wt. W M M, 0 1.0 9.00 0.00 0.00 0.00 3.38 0.00 1.00 105 0 0 0.00 0 2.0 6.00 0.00 0.00 0.00 3.25 0.00 1.00 70 105 0 0.00 0 3.0 6.00 0.00 0.00 0.00 3.25 0.00 1.00 70 175 0 0.00 0 3.5 6.00 0.17 0.00 0.17 3.20 0.03 0.54 38 245 1 0.05 12 4.0 6.00 0.34 0.17 0.17 3.06 1 0.08 0.56 39 283 3 0.14 55 4.5 6.00 0.52 0.34 0.18 2.81 1 0.14 0.60 42 322 6 0.25 142 5.0 6.00 0.73 0.52 0.21 2.42 1 0.21 0.67 47 364 10 0.39 294 5.5 6.00 0.99 0.73 0.26 1.80 1 0.33 0.83 58 411 19 0.63 571 6.0 6.00 1.57 0.99 0.59 0.00 1 0.94 1.90 133 469 125 1.80 1538 6.5 6.00 ERR 1.57 ERR ERR ERR ERR ERR 602 ERR ERR ERR 7.0 6.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 7.5 6.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 8.0 6.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 8.5 6.00 ERR ERR ERRI ERR ERR ERR ERR ERR ERR ERR ERR 9.0 6.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 9.5 6.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 10.0 6.00 ERR ERR ERR ERR I ERR ERR ERR ERR ERR ERR ERR 10.5 6.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 11.0 6.00 ERR ERR ERR ERR ERR ERR ERR ERR I ERR ERR ERR 11.5 6.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 12.0 6.00 1 ERR I ERR ERR ERR I ERR ERR ERR ERR ERR ERR ERR. 12.5 1 6.00 1 ERR I ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 13.0 6.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR MOMENT FROM SOIL RESULTING DESIGN MOMENT EFP= 35 50 85 Resulting Moment = M. - M, h(ft.) Ms Vs I Ms Vs Ms Vs h ft.) EFP= 35 EFP= 50 EFP= 85 alt rt alt rt alt rt 1.0 6 18 8 25 14 43 1.0 6 0 6 8 0 6 14 1 6 2.0 47 70 67 100 113 170 2.0 47 0 6 67 0 6 113 1 6 3.0 158 158 225 225 383 383 3.0 158 0 6 225 0 6 383 1 6 3.5 250 214 1 357 306 607 521 3.5 238 0 6 345 0 6 595 1 6 4.0 373 280 1 533 4001 907 680 4.0 318 0 6 478 0 6 851 1 6 4.5 532 354 1 759 506 1291 861 4.5 390 0 6 618 0 7 1149 1 7 5.0 729 438 1042 625 1771 1063 5.0 435 0 6 747 0 7 1477 1 8 5.5 971 529 1386 756 2357 12861 5.5 400 0 6 816 0 8 1786 1 8 6.0 1260 630 1800 900 3060 1530 6.0 -278 0 6 262 0 8 1522 1 8 6.5 1602 739 2289 1056 3891 1796 6.5 ERR ERR ERR 7.0 2001 858 2858 11225 4859 2083 7.0 ERR I ERR ERR 7.5 2461 984 3516 1406 5977 2391 7.5 ERR ERR ERR 8.0 29871 1120 4267 1600 7253 2720 8.0 ERR ERR ERR 8.5 3582 1264 5118 1806 8700 3071 8.5 ERR ERR ERR 9.0 4253 1418 6075 2025 10328 3443 9.0 ERR ERR ERR 9.5 5001 1579 7145 2256 12146138361 9.5 ERR ERR _ ERR 10.0 5833 1750 8333 2500 14167 4250 10.0 ERR ERR ERR 10.5 6753 1929 9647 2756 16400 4686 10.5 ERR ERR ERR 11.0 7764 2118 11092 3025 18856 5143 11.0 ERR ERR ERR 11.5 8872 2314 12674 3306 21546 5621 11.5 ERR ERR ERR 12.0 10080 2520 14400 3600 24480 6120 12.0 ERR ERR' ERR 12.5 11393 2734 16276 3906 27669 6641 12.5 ERR ERR ERR 13.0 12816 2958 18308 4225 31124 7183 1 13.0 1 ERR ERR ERR '41Q NEIL O. ANDERSON A N D A S S O C I A T E S 902 INDUSTRIAL WAY 0 LODI, CA 95240 PROJECT: Standard Pool Plan Calculations Drawn By: Neil O. Anderson Scale n/a Date: January 2, 2003 -Pap_8 of 22 ' " Reinforcement and Gunite Thickness Requirements 7.0' Depth RESISTING MOMENT Pool Wall Radius ft.) = 4 De th to Radius (ft.)= 3 h ft.) tin.) a a, &, x- L Wt, Wt, K x M 0 ' 1.0 9.00 0.00 0.00 0.00 4.38 0.00 1.00 105 0 0 0.00 :0 y 2.0 6.00 0.00 0.00 0.00 4.25 0.00 1.00 70 105 0 0.00 3.0 6.00 0.00 0.00 0.00 4.25 0.00 1.00 70 175 0 0.00x0.%;' 3.5 6.00 0.13 0.00 0.13 4.22 0.02 0.53 37 245 1 0.03 }9 4.0 . 6.00 0.25 0.13 0.13 4.12 1 0.06 0.54 38 282 2 0.10 40, 4.5 6.00 0.381 0.25 0.13 3.94 1 0.10 0.56 39 320 4 0.18 5.0 6.00 0.521-0.38 0.14 3.68 1 0.14 0.59 1 41 359 6 0.26 5.5 '6.00 0.68 1 0.52 0.15 3.32 0.19 0.64 45 401 9 0.36 *-,v 353?L 6.0 6.00 0.85 0.68 0.17 2.81 0.26 0.73 51 446 14 0.51 6.5 6.00 1:07 0.85 0.22 2.06 0.39 0.92 65 497 25 0.75 :k�' 7.0 6.00 1.57 1.07 0.51 0.00 1.06 2.15 150 562 160' 2.06 X408 7.5 6.00 ERR 1.57 ERR ERR ERR ERR ERR 712 ERR ERR `ERRz: 8.0 6.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR HERR?%. 8.5 .6.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR =zERRr 9.0 6.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR i;ERR,, 9.5 6.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR �;ERR�> 10.0 6.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ';:ERR?`: 10.5 6.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 1HERR-:; 11.0 6.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR:: 11.5 6.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR MERR �<ERR> 12.0 6.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR];R 12.5 6.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR::13.0 6.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ^::ERR§: MOMENT FROM SOIL RESULTING DESIGN MOMENT EFP= 35 50 85 - Resulting Moment = M, - M, h ft. M. •V, M, V, Ma V, h ft. EFP= 35 EFP= 50 EFP= 85 alt grt all grtF�4�2.*,493,Y.' alt grt 10, 6J-' 18 8 25 1'9';i' 43 1.0 ,;,6;,;' 0 6 0 6 14 0 7 2 0 47" 70 67 100;113 170 2.0 X47;?: 0 6 0 fi113` 0 7 3 0 X158 158 X225 225 383 =:; 383 3.0 158:;: 1 6 1 6 ; ; 383 �`: 135 X250 214 357 306 607:_ 521 3.5241'' 1 6 1 61 7 4 0g 373,?! 280 , 533 400 ;907 680 4.01 61 6X867 1 7 4.5 532 354 .7%; 506 11291x' 861 4.5 W 432, - 1 6 +f 659?:b 1 6 1191?x 1 7 5.0 W' 438 1042 6251771' 1063 5.0 6 "84.3 „; 1 6 X157,2?; - 1 8 5.5 FR7j-` 529 1386 756 X2357:;:; 1286 5.5 69 $,a 1 6 1034: > 1 6°2004 1 9: 60 11260::! 630 1800x 900 0060;;; 1530 6.0 668: 1 6 $,;1208 > 1 7 1 10 6.5 X1;602 739 2289` 1056 `:3891:; 1796 6.5 r 610:••: 1 6 41296€#' 1 7 X2898?: 1 11 7.0 ✓Q00,1 858 X2858; 1225 4859, 2083 7.0 c' 308 1 6. 550':i 1 7 2551n 1 11 461; 984 351;6` 1406 ;5977; 2391 7.5 ERRS:', ERR �< ERRS; 987 % 1120 ,4267. 1600 �7253� "2720 8.0 ,ERR - uh ERRS ;ERR'; 582r 1264 x511806 ,8700=:; 3071 8.5 „ ERRS: +ERRS: ERR'253 48.5i ; 1418 607,5` 2025 <1:0328 3443 9.0ER1579 7145; 2256 °121:46%; 3836 9.5 ERR : ERRy':; ERRS 833:1750 8333( 2500 `1`4,1167,; 4250 10.0 : ERRz: HERR:;ERR753 :; 1929 39647 2756 `1'6400; 4686 10.5 ERR ;< ERRS; ;HERR.,; 11.0 ID7;76q 2118 11092 3025 j 88b6c 5143 11.0 ! ERR7< HERR 11.5 9.'8072 2314 IOUAJ 3306 321;546; 5621 11.5 ERRS 12.0 X10080:; 25201-:44.00 3600 (24480;;; 6120 12.0ERR;: ;-ER ERR 12.5 X11?393:, 2734 1627fi 3906 x27669: 6641 12.5 tiERR' ?� ERR'„ ERRS; 13 0 1`:281'6'; 2958 1$308 4225 3IAN,. 7183 13.0 jnERR;' ERRy; ERR' " NEIL O. ANDERSON A N D A S S„O C I A T E S 902 INDUSTRIAL WAY • LOW, CA 95240 PROJECT: Standard Pool Plan Calculations Drawn By: Neil O. Anderson Scale n/a Date: January 2, 2003 Page 9 of 22 Reinforcement and Gunite Thickness Requirements 8.0' Depth 14.D jgo'39,3 2734 j1627fir 6641 1 13.0 IF109 5' 4225 -'�ZIAJA 7183 1 NEIL O. ANDERSON A N D A S S 0 C I A T E S 902 INDUSTRIAL WAY 0 LODI, CA 95240 PROJECT: Standard Pool Plan Calculations. Drawn By: Neil O. Anderson Scale n/a Date: January 2, 2003 Page 10 of 22 RESISTING MOMENT Pool Wall Radius (ft.) 5 Depth to Radius (ft.) 3 ft. t in. •& 1 6, (1, x- xL WL x.. 0, Th -1.0 9.00' 0.00 0.02_ OaOO 5.38 0.00 1.00 105 0 0 0.00 2.O-6.00 0.00 0.00 0.00 5.25 0.00 1.00 70 105 0 0.00 EO.O 00 3.0 6.00 0.00 0.00 0.00 5.25 0.00 1.00 70 175 0 0.00 3.5 6.00 0.10 0.00 0.10 5.22 2 0.53 37 245 1 0.03 4.0 6.00 0.20 0.10 0.10 5.14 0.05 0.53 37 282 2 0.08 4.5 6.00 0.30 0.20 0.10 5.01 0.07 0.54 38 319 -3 0.14 5.0 6.00 0.41 0.30 0.11 4.81 0.11 0.56 39 357 4 0.20 5.5 6.00 0.52. 0.41 0.11 4.55 0.14 0.59 41 396 6 0.27 6.0 6.00 0.64 0.52 0.12 4.20 0.18 0.63 44 437 8 0.35 22''` 6.5 6.00 0.78 0.64 0.13 1 3.75 0.23 0.69 48 481 1 11 0.45 61; 7.0 6.00 0.93 0.78 0,15 1 3.15' 0.31 0.80 56 530 17 0.60 'V`985�:: 7.5 6.00 1.12 0.93- 0.19 1 2.29 0.44 1.01 71 586 31 0.86 '15 2'1:: 8.0 .6.00 1.57 1.12 0.45 1 0.00 1.17 2.37 166 657 195 2.29 :321.8. 8.5 6.00 ERR 1.57 ERR ERR ERR ERR ERR 822 ERR ERR :.ERRI.:' 9.0 6.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR:. 9.5 6.00 ERR -ERR ERR ERR ERR ERR ERR ERR ERR ERR ERF ERR 10.0 6.00 ERR ERR ERR ERR ERR ERR ERR ERR I ERR ERR [ERR::' 10.5 6.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR I:I.ERR:. 11.0 6.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR :.ERR:, 11.5 6.00 ERR ERR ERR ERR. ERR ERR ERR ERR ERR ERR . :ERR:: I 12.0 6.00 ERR ERR ERR ERR ERR -ERR ERR ERR ERR ERR ::ERR:: 12.5 1 6.00 ERR ERR ERR ERR ER ERR ERR ERR TIRF ERR. :,ERR". _ERR 1 13.0-1 6.00 ERR ERR ERR'. ER ERR ERR ERR ERR ERR ;ERR;: MOMENT FROM SOIL RESULTING DESIGN MOMENT EFP= 35 50 85 Resulting Moment = M. - M, h ft. M d. M. V V. .YA. h ft. EFP= 35 EFP= 50 EFP= 85 alt grt all rt alt rt 1.0 0 41 18 25 W:4% 43 1.0 '6� 0 6 0 6 T&A 0 7 2.0 g 70 t,467 100 170 2.0 0 6 7s�&�.. 0 6 J:S:� W,', _8' 0 7 3.0 M.*�",. 158 _25i' _2 225 383 3.0 158 1 6 ��-.'225:*: 1 6 310 6 V 1 7 3.5 V -260T 214 .,�15.7�_ 306607 'r' S 521 3.5 W24 1 6 �W 1 6 1 7 4.0 280 9633 400 680 4.0 6 W, 1 6 7, 1 7 4.5 354 �*k,769 506 861 4.5 ` 6 4:68Z] 1 6 1 7 5.0 438 625 1063 5.0 -��,67.7. 1 6 5.5 6.0 9,73�4.,O. 529 4X138-6": 630 j1soolf; 756 goo �4r2357k ,;',3oW.,. 1286 1530 5.5 6.0 -A-768 1 1 6 6 1 1 7 7 F�200. 1 8 1 8 6.5 739 '�Y2280)rl.: -03 1056 5�.3891$�: 1796 6.5 i90614r.t� 1 6 71638: 1 8 1 9 7.0' 858 77z 1225 a,4850,'�,.:: 2083 7.0 61;615': 1 6 1 9 10.3 10 7.5 246,1 984 1406 ,A;6g77 2391 7.5 1 6 9 i 9y4455' 1 11 8.0 2987-4!' 1120 X4287;=' 1600 ji�`7 �!z 26*3t-' 2720 8.0 6 9 C'46W� 1 8.5 1264 �5,',tf%z' 1806 1 870 3071 8.5 i1(ERR',-- HERR : E R R'P5 9.0 M$s5i: 1418„6075` 2025 l;%j:Q3*28.'. 3443 9.0 ERR. ERR,... :ERR= 9.5 1579 2Z71,4,5 2256 15� 3836 -9.5 ;ERRS 'ER 10.0 1750 r.WO� 2500 il Al. 1 7�': 4250 10.0 PERK= 4: HERR* &ERR3� 10.5 1929 �i,01647 2756 �^0:640T 4686 10.5 `rERRI: I ERRS:ERR TR R 11.0 0 2118 �rA.3:60Z: 3025 5143 11.0 1. :ERR;- I :ERR: 11.5 i_�867-*. 2314 02 3306 2.1: 54 5621 11.5 �6� ERRI-1 ERRa: ?ERRS: 0 121.0 0 2520 ,J.44 3600 77577 6120 12.0 .,ERR : j�ERRJ. 2734 12 21.5 '�j:ERR��' 2958 1 0 3.0 E R Rs. HERR ERR. 14.D jgo'39,3 2734 j1627fir 6641 1 13.0 IF109 5' 4225 -'�ZIAJA 7183 1 NEIL O. ANDERSON A N D A S S 0 C I A T E S 902 INDUSTRIAL WAY 0 LODI, CA 95240 PROJECT: Standard Pool Plan Calculations. Drawn By: Neil O. Anderson Scale n/a Date: January 2, 2003 Page 10 of 22 J Reinforcement and Gunite Thickness Requirements 9.0' Depth. 04 NEIL O. ANDERSON 'PROJECT: Standard Pool Plan Calculations A N D, A S S O C I A T E S Drawn By: Neil O. Anderson Scale Va 902 INDUSTRIAL WAY 0 LODI,, CA 95240 Date:' January 2, 2003 Page 11 of 22 RESISTING MOMENT Pool Wall Radius ft. = 5 Depth to Radius ft. = 4 M, hft. t in. 6 6, 6, L Wt. W M6. 0 1.0 9.00 0.00 0.00 0.00 5.38 0.00 1.00 105 0 0 0.00 2.0 7.00 0.00 0.00 0.00 5.29 0.00 1.00 82 105 0 0.000=% 3.0 7.00 0.00 0.00 0.00 5.29 0.00 1.00 82 187 0 0.00 3.5 7.00 0.00 0.00 0:00 5.29 0.00 0.50 41 268 1 0 0.00 tp04 4.0 7.00 0.00 0.00. 0.00 5.29 0.00 0.50 41 309 0 0.00 `:01: 4.5 7.00 0.10 0.00 0.10 5.27 0.02 0.53 43 350 1 0.03 00: 5.0 7.00 0.20 0.10 0.10. 5.18 0.05 0.54 44 393 2 0.08 a;44? 5.5 7.00 0.30 0.20 0.10 5.05 0.08 0.55 45 437 3 0.14 X1'07;:: 6.0 7.00 0.41 0:30 0.11 4.85 0.11 0.57 46 482 5' 0.20 :t2'26 Z, 6.5 7.00 0.52 0.41 0.11 4.58 0.14 0.59 48 528 7 0.27 7.0 7.00 0.64 0.52 0.12 4.23 0.18 0.63 52 576 1 9 0.35 7.5 8.00 0.78 0.64 0.13 3.81 0.24 0.70 66 628 1 16 0.42 "84M. 8.0 8.00 0.93 0.78. 0.15 3.20 0.31 0.81 76 694 1 24 0.61 :::129'4' 8.5 8.00 1.12 0.93 0.19 2.32 0.45 1.03 96 769 1 43 0.88 :2011; 9.0 8.00 1.57 1.12 0.45 0.00 1.19 2.41 225 865 1 268 2.32 ;4290: .9.5 8.00 ERR 1.57 ERR ERR ERR ERR ERR 1090 ERR ERR :ERR: 10.0 .8.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ::ERR :10.5 8.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR:! 11.0 8.00 .ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ;ERR' 11.5 8.00 ERR. ERR ERR ERR ERR ERR ERR ' ERR ERR ERR :ERR': 12.0 8.00 ERR ERR ERR ERR I ERR ERR ERR ERR ERR ERR ::ERR 12.5 8.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ::ERR: 13.0 8.00 ERR ERR ERR ERR ERR ERR ERU ERR LLRR ERR :ERR:: MOMENT FROM SOIL RESULTING DESIGN MOMENT EFP=' 35 50 85 Resulting Moment = M, - M,.. h ft. M vM Vi. M V h ft. EFP= 35 EFP= 50 EFP= 85 all gn all grt alt gt 1 0 6y€ 18 " i8 : 25 1.4;'1: 43 1.0 &57 0 7 r,.:8: g 0 7 1:4:y: 1 7 2 0 VV 47 '. . 70 x" .67 100 R 1 T3 di 170 2 0 :;'47 `. 0 7 til; 0 7 1:113' * 1 7 3.0 I'58% 158 ° 2225�a7 225 383.:' 383 3 0 x.:158:;; 1 7 X225.,; T383 1 7 2 7 3.5 250 214 x;-357= t' 306 °E,6071 521 3.5 9256'.. 1 7 35Z 1 7 Z, 6073: 2 7 4.0 373,E 280 =533 : 400 ;' :0Z 680 4.0 `::373_:; 1 7 -5.33.`Y>; 1 7 U '07:�'*i 2 7 4.5 X532:`;: 354 �751N`, 506 11291t 861 4.5 }1;$21 x; 1 7749 : 1 7 ZEA20Z:; 2 7 5 0 . ? 711.N,.: 438 E1042 625 .,177. ti 1063 5.0 x685 ==: 1 7 s 998.,, : 2 7 X > 3 7 5.5'9712' 529 58F368 ! 756 2357{: 1286 5.5 ,864;.Z; 1 7 „1279u:: 2 7 =2250_1; 3. 7 6.0 0,1160 630 21800. 900 i'306W: 1530 6.0 .;r1653r: 1 7 1593: 2 7 §286V,.: 3 8 6.5 1602 739 ;5,220j** 1056 r3891;jr. 1796 6.5 ZiA247 1 7 X9933,;: 2 7 x:3535 ; 3 9 7.0 ;'« N.* 858 2858:': 1225 N14859 s 2083 1 7.0 3'1435: 1 7 K2292,: 2 8 4293: 3 10 7.5 ;t:2461v 984 3'S16s 1406 ' 5977,?< 2391 7.5 1613;:: 1 8 X2667, .2 8 7�6128N 3 11 8.0 12987?1 1120 ',4267:: 1600 X725317 2720 8.0 ;11692:: "1 8 X297215 2 8 M5959 3 12 8.5 11 5,6X 1264 51:1'8: 1806 :8760 3071 8.5 =.;1572`:: 1 8 "3107;1; 2 8 N66891 3 13 9 0 x;4253-7 1418,E66751..:2025 PT0328,' 3443 9.0 "37_ :' 1 8 1785> 2 8 6038 3 13 9.5 X5001 : 9579 X714'5: 2256 &12146; 3836 9.5 $.:ERR<? ERRZ:, >;:ERR s 10.0 E5833 ; 1750 t-:8 =.: 2500 14167,' 4250 10.0 ERR;; t ERRa> EERR�F. 10.5 6753;#: 1929 96'47_x: 2756 ,16400. 4686 10.5 ::ERRr: x ERR ` 2ERRy` 110 `;7764;:`: 2118 .11'092': 3025 <18856: 5143 11.0 ERR::: ERR? :ERR .. 11.5 1.';887.2 + 2314 kTA77,' 3306 21546' 5621 11.5 iMRR 3 *ERR :: kxt 120 ;700$0':' 2520 X14400; 3600 .24480; 6120 12.0 rERRs:: ERR.:; sE'RRr: 12 5 1;1;3937 2734 .,16276; 3906 27669 6641 12.5 :<:ERR:':> R,ERR. E. 13 0 <1281fi;: 2958 X18308`: 4225 '31124': 7183 13.0 z::ERR; 54 ERR4 ,ERRS' 04 NEIL O. ANDERSON 'PROJECT: Standard Pool Plan Calculations A N D, A S S O C I A T E S Drawn By: Neil O. Anderson Scale Va 902 INDUSTRIAL WAY 0 LODI,, CA 95240 Date:' January 2, 2003 Page 11 of 22 Reinforcement and Gunite Thickness Requirements 10.0' Depth RESISTING MOMENT ' •1 ' n _ Pool Wall Radius ft. = 5 Depth to Radius ft. = 5 ` For EFP = 85 all vertical reinforcement (Including "alt" bars) should consist of #4 bars h ft. tin.. & k, �, L W W M, M 0 1.0 9.00 0.00 0.00 0.00 5.38 0.00 1.00 105 0 - 0 0.00 2.0 7.00 0.00 0.00 0.00 5.29 0.00 1.00 82 105 0 ' 0.00 z0,' 3.0 7.00 0.00 0.00 0.00 .5.29 0.00 1.00 82 187 0 0.00 3.5 7.00 0.00 0.00 ` 0.00 5.29 0.00 0.50 41 268 0 0.00 Y0` 4.0 7.00 0.00 0.00 0.00 5.29 0.00 1 0.50 41 309 0 0.00;0 4.5 7.00 0.00 0.00' 0.00 5.29 0.00 1 0.50 41 350 0 0.00 5.0 7.00 0.00 0.00 0.00 5.29 0.00 1 0.50 41 391 0 0.00 0& 5.5 7.00 0.10 0.00 0.10 5.27 0.02 0.53 43 432 1 0.03f2€ 6.0 7.00 0.20 0.10 0.10 5.18 0.05 0.54 44 475 2 0.08 x;533; 6.5 7.00 0.30 0.20 0.10 5.05 0.08 0.55 45 519 3 0.14 127,.; 7.0 7.00 0.41 0.30 0.11 4.85 0.11 0.57 46 563 5 0.20 ;':2433', 7.5 8.00 0.52 0.41 0.11 4.62 0.14 0.60 56 610 8 0.23 #;392;. 8.0 8.00' 0.64 0.52 0.12 4.27 0.18 0.64 60 665 11 0.35 f.03.7.> 8.5 8.00 0.78 0.67-7 0.13 3.81 0.24 0.70 66 725 16 0.46 ";9865 9.0 8.00 0.93 0.78 0.15 3.20 0.31 0.81 76 791 24 0.61 ;1.490'. 9.5 8.00 1.12 0.93 0.19 2.32 0.45 1.03 96 866 43 0.88 '2291: 10.0 8.00 1.57 1.12 0.45 0.00 1.19 2.41 225 962 268 2.32 ;.4796; 10.5 8.00 ERR 1.57 ERR ERR ERR ERR ERR 1187 ERR' ERR ?ERR: 11:0 8.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR :ER. R: 11.5 8.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR :ERR' 12.0 8.00' ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR RERR: 12.5 8.00 1 ERR I ERR I ERR ERR I ERR ERR ERR ERR ERR ERR 'ERR. 13.0 8.00 1 ERR I ERR I ERR ERR ERR ERR ERR ERR ERR ERR MOMENT FROM SOIL RESULTING DESIGN MOMENT EFP= 35 50. 85 Resulting Moment = M. - M, - M V M V M V h ft. EFP= 35 EFP= 50 EFP= 85 alt rt alt rt alt' rt 6 '; 18 NZA `. 25 ? 14:: 43 1.0 � 6za" t 0 7 8; , 0 7 ;Y:4 '.: 0 7 ;47 70 r•.;67 y: 100 rw 1.]20 170 2.0 >`_ 47�q, 0 7 k 67„ > 0 7 r1 -13Y : 0 7 k158 158 225:': 225 x,383; 383 3.0 x1;58 1 7 x225::: 1 7 3$3 1 7 250 `.`. 214 ;357 306 60.7;;x: 521 3 5 ; X250:;: 1 7 357? 1 7 m,607h: 1 7 373 280 400 x'907,„b: 680 40 3373F's." 1 7533' 1 79071 1 7 532 i 354 z� 759- i 506 L129j ' 861 18.5$058:�,�', 4.5 632' : 1 7 -759 �c 1 7 1391j' 1 7 729':: 438 x1.0„42!: 6251771;1 1063 5.0 :7293. 1 7 y1042?`: 2 7 ;177:1: .1 Z 971 529 „11386 756 5'2357: 1286 55 x:958, 1 7 X1374..' 2 72345x 1 7 1.260 630 1X800 900 3060u 1530 2 73607 1 8 6 0 X:1207: 1 7 ' 1747 x, 1;602��: 739 Ek 2289 ` 1056 X389,1:'3 1796 6.5 �1475s 1 8 x2162:: 2 8 3764 1 9 001 858 X2858;,: 1225 4859. 2083 7.0 82615,1 2 846:1'6: 2, 10 246,1y 984 -35:16 1406 59774: 2391 7.5 92669` 1 9 3124'x: 2 9 X5584":. 2 11 987na 11204262:' 1600 X7253*' 2720 8.0 X2349: 1 10 f3629g 2 10 6fi1:6` 2 11 3582" 1264 ;51;18x'.'. 1806 8700' 3071 .9 .0 W. 1418 R V 6075 , 2025 `10328; 3443 8.5 7. 1 10 X4133 : 2 117715s 2 12 9.0 h V.U' 1 11 ,4585: 2 12 X8837, s 2 13 9 5 :5001: 1579 ,,,7,1:45- 2256 12]46; 3836 9.5 271Az'>' 1 11 4853.3:: 2 129855W 2 14 10.0 g 5833: 1750 :58333.4: 2500 141'61 4250 10.0`1:038,_> 1 113538 2 12 X937 Is: 2 14 10.5 X6753;: 1929 9647' 2756 164001' 4686 1107764: 2118 x1.`.1092:: 3025 18@56;' 5143 10.5 :ERR;:: aERR`: ;ERR x 110 , fERR.= ER y;,E.RR 11 5 8,8726 2314 w 112674># 3306 21546:[ 5621 11.5 gERR _ ERR 12 0 1;0080,': 2520 1;,4400,x: 3600 24480:> 6120 12 0 vERR,:; ERRS': ERRS`' 12 5 X1,13931 2734 6276 u` 3906 27,6.69:1 6641 19 .1, ERRE :RR HERR< 13 0 .1'2816; 2958 ;183081'_ 4225 831124;:: 7183 13 0 ti :ERR ERR ".i �gER.R 4 Reinforcement and Gunite Thickness Requirements 11.0' Depth RESISTING MOMENT • >, - 113.01'8.00 Pool all Radius ft. = 5 ERR Depth to Radius ft. = 6 ERR I ERR I ERR I tin. a h, b, X. L WL I Wt, . M M 0 1 v �.��: 1.0 9.00 0.00 0.00 0.00 5.38 0.00 1.00 105 0 0 1 0.00 ";:`,:;0 2.0 7.00 0.00 0.00 0.00 5.29 0.00 1.00 82 105 0 0.00 3.0 - 7.00 0.00 0.00 0.00 5.29 0.00 1.00 82 187 0 0.00 3.5 7.00 0.00 0.00 0.00 5.29 0.00 0.50 41 268 0 0.00 f",:'0 4.0 7.00 0.00 0.00 0.00 5.29 0.00 0.50 41 309 0 0.00 4.5 7.00 .0.00 0.00 0.00 5.29 0.00 0.50 41 350 0 0.00 O?: 5.0 7.00 0.00 0.00 0.00 5.29 0.00 0.50 41 391 0 0.00 0 : 5.5 7.00 0.00 0.00 0.00 5.29 0.00 0.50 41 432 0 1 0.00 6.0 7.00 0.00 0.00 0.00 5.290.00 0.50 41 472 0 0.00 6.5 7.00 0.10 ' 0.00 0.10 5.27 1 0.02 0.53 1 43 513 1 0.03, 50 85 0.08 7.0 7.00 0.20 0.10 0.10 5.18 0.05 0.54 1 44 557M24 s. 61 x 7.5 8.00 0.30 0.20 0.10 5.09 0.08 0.55 51 6000.10 ;:1232: 8.0 8.00 0.41 0.30 0.11 4.89 0.11 0.57 53 6520.20 8.5 8.00 0.52 0.41 0.11 4.62 0.14 0.60 56 7050.27 ; 45.7 9.0 8.00 0.64 0.52 0.12 4.27 0.18 0.64 60 7610.35 036.`x: 9.5 8.00 0.78 0.64 0.13 3.81 0.24 0.70 66 8200.46 10.0 8.00 0.93' 0.78 0.15 3.20 0.31 0.81 76 886•0.61 :90.:16 10.5 8.00 1:12 0.93 0.19 2.32 0.45 1.03 96 962 43 0.88 >2' * For EFP = 85 all vertical reinforcement (including "alt" bars) should consist of #4 bars PROJECT: Standard Pool Plan Calculations NEIL O. ANDERSON A Ivo A s„ s o c 1 A T E s Drawn By: Neil O. Anderson Scale n/a 902 INDUMUL WAY • LODI, CA 95240 Date: January 2. 2003 Page 13 of 22 113.01'8.00 ERR I ERR I ERR I ERR I ERR I ERR I ERR I ERR I ERR I ERR )I ERR' MOMENT FROM SOIL RESULTING DESIGN MOMENT EFP-.. -35 50 85 Resulting Moment = M. - M, V mnmM V16= M V h ft. EFP= 35 EFP= 50 EFP= 85 all grt alt grt. alt' grt 18 __,8. ,�. , 25 43 TO 1 0 6: s 0 7 8 0 7 14 0 7 70 „67,x:, 100 .113 170 20 �:z47.` 0 7 u67 0 7 X113 s: 0' 7 158 225 ; 225 X383: 383 3.0 '9.1158 r 1 7 z'225%`: 1 7 � 383 � 1 7 214 ' 357 �.:; 306 607, 521 3.5 2506. 1 7X357„ : 1 7 607 1 7 4.0 373,?; 280 533 ; 400 907 680 4.0 373w 1 7 533 1 7 -0 907;x: 1 7 4.5 „:532 354 Q75.9-; 506 X1291 ; 861 4.5 �<532? 1 7k.,759, 1 7 JZT915: 1 7 5.0 729 438 10,42. 625. 1771,:: 1063 5.0 2 7 x:1042 :; 3 7 x 177,1 2 7 5.5 &97x1= 529 X1386;;; 756 as2357,.; 1286 5 5 97,1': 2 7 x:1386:: 3 7 6rt2357 2 7 6.0 1260:; 630 1800x':' 900 ?%3060. 1530 6.0 ''1260::-:. :2 7 x,1800 `: 3 7 $ 3060 ' 2 Z 6.5 1:602" 739 & 2289 { 1656 389,16; 1796 6.5 .11588?` 2 7 ;2274 ' 3 7. 3876 ; 2 8 70 20,0:1: 858 x28.5 1225 485.9,T 2083 7.0 x1;940> 2 7 #:2797x: 3 8 4798x 2 9. 7 5 X24.6!1:=; 984 Yx3516: 1406 � 5977na: 2391 7.5 ?:2337:' 2 8 M:3.392 ; 3 8 5853 ; 2 10 8.0 "298Ts 1120 4267x:; 1600 7253::; 2720 8.0 x,`2727?:: 2 9 4007«::: 3 9 'Z' 6994 2 11 8.5 x3582:`: 1264 ` 5118.:: 1806 ; 8700`;:: 3071 8.5 s 3125: 2 9 :x4661 3 10 8243; 2 12' 9.0 X4253 1418 60,75;x: 2025 y<10328' 3443 9.0 ,35I17�'; 2 10 `:5339,;! 3 11 9592; 2 14 9.5 500:1 1579 .7145.`,; 2256 X12146:` 3836J11 874'x' 2 11 1;6018': 3 12 1G1019 2 15 10 0 5.833& 1750 ..,8333? 2500 14167:: 4250143: 2 11 6643: 3 12 12476;; 2 16 105 .67.,53;; 1929'9647,; 2756 :;16400 4686178 s; 2 11 k7072: 3 131382.4r 2 17 110 7764;; 2118 11'092;':; 3025 k18856 514363< 2 11;57905 3 1313554 2 17 11 5 88.7,2; 2314 412674:; 3306 >2i54t% 5621RR ERR 3 ,ERR,�i12 0 1,0080 2520 X14400:: 3600 ';2 06, 6120RRd ;`ERR::: a'ERRa':12 5 1'139$ 2734 116276:; 3906 ':27669:; 6641 RR : ERRS' 13 0 1281:6 2 558 1830)B 4225 a1124: 7183R. R5: ERR` ERRS PROJECT: Standard Pool Plan Calculations NEIL O. ANDERSON A Ivo A s„ s o c 1 A T E s Drawn By: Neil O. Anderson Scale n/a 902 INDUMUL WAY • LODI, CA 95240 Date: January 2. 2003 Page 13 of 22 Floor Thickness and Reinforcement: H (ft.), depth of pool = Given s, soil type and condition = Given Wtst (lbs.), total weight of pool wall and radius (per ft. of width) = Given Mo (ft -lbs), resultant moment at end of radius = Given MI (ft -lbs), resultant moment 1.0' from end of radius = Mo - (Wtst x 1.0) Mz (ft -lbs), resultant moment 2.0' from end of radius = Mo - (Wtst x 2.0) M3 (ft -lbs), resultant moment 3.0' from end of radius = Mo - (Wtst x 3.0) M4 (ft -lbs), resultant moment 4.0' from end of radius = Mo - (Wtst x 4.0) Standard floor reinforcement, #3 bars @ 12" o.c. NEIL O. ANDERSON AND' -'44 ASSOC I A T E S 902 WbUSTRIAL WAY 0 LODI, CA 95240 PROJECT: Standard Pool Plan Calculations Drawn By: Neil O. Anderson Scale n/a Date: January 2, 2003 Page 14 of 22 FLOOR MOMENTS soil*.-.. Wtst. MO .. M.1... M2. .. M3-.:-. M4.._. .gunite, in -.cont. rein,.ft.. 6 n 667 -424 0 0 0 0 - - 6 e 667 116 -551 -1218 -1885 -2552 - - 6 es 667 1376 709 42 -625 -1292 6 2 7 n 1 796 -548 1 0 0 0 1 0 - - 7 e 796 310 -486 -1282 -2078 -2874 - - 7— es —796— —23 TO— _T_5T4__ --T1 &__ --7&— -8T4— —7- 7 8 8 n 935 -662 0 0 0 0 - - 8 e 935 618 -317 -1252 -2187 -3122 - - 8 es 935 3605 2670 1735 800 -135 7 3 9 n 1207 -494 0 0 0 0 - - 9 e 1207 1329 122 -1085 -2292 -3499 - - 9 es 1207 5581 4374 3167 1960 753 7 4 10 n 1472 41 -1431 -2903 -4375 -5847 - - 10 e 1472 2541 1069 -403 -1875 -3347 7 2 10 es 1472 8374 6902 5430 3958 2486 8 4 11 n 1579 1398 -181 -1760 -3339 -4918 7 - 11 e 1579 4725 1 3146 1 1567 -12 1 -1591 7 3 rd es 1579 12490 10911 9332 7753 6174 9 5 n = normal, e = expansive or normal w/slo e, es = expansive w/slo e NEIL O. ANDERSON AND' -'44 ASSOC I A T E S 902 WbUSTRIAL WAY 0 LODI, CA 95240 PROJECT: Standard Pool Plan Calculations Drawn By: Neil O. Anderson Scale n/a Date: January 2, 2003 Page 14 of 22 Spa Detail: H (ft.), maximum height of water �I *T T (in.), thickness of spa wall H PW Pw (lbs.), resultant pressure from water = (1'w H2) /2 (assume empty on other side) Mw (ft -lbs), induced moment from water = (yw H3) / 6 *assume spa wall has water on one side only H Mw 3.0 280 3.5 450 4.0 670 4.5 950 5.0 1300 Mr (ft -lbs), resisting moment from wt of wall = [H T2 (140#/ft2)]./ 2-(144) H T M, T M, T M� 3.0 6 53 8 93 10 146 3.5 6 61 8 109 10 170 4.0 6 70 8 124 , 10 194 4.5 6 " 79 8 140 10 219 5.0 6 88 8. 155 10 243 Reinforcement consist of #3 - 12" o.c. e. w., therefore NEIL O. ANDERSON A N D A S S O C I A T E S 902 INDUSTRIAL WAY 0 LODI, CA 95240 H Tmin. (in..) 3.0 6 3.5 6 4.0 a 4.5 10 5.0 10 PROJECT: Standard Pool Plan Calculations Drawn By: Neil O. Anderson Scale n/a Date: January 2, 2003 Page 15 of 22 Freestanding Wall Detail: 2.0' mandatory for H > 4.0' P,. (lbs); pressure from water yY —h2 / 2 -- Pp Pp (lbs), passive pressure of Soil = EFPp h2 12 (EFPP = equiv. fluid pressure of passive resistance of soil, assume = 300 lbs!ft for both normal and expansive soil) M,,, (ft -lbs), induced moment from water = PW '/3 h MP (ft -lbs), resisting moment from passive soil pressure = Pp 1/3 h h PW Mw Pp Mw 1.0 31 10 150 50 1.5 70 35 338 169 2.0 125 83 600 400 2.5 195 162 938:. 781 3.0 ' 281 281 1 1350 1350 3.5 382. 446 1838 2144 4.0 499 666 2400 3200 4.5 632 948 3038 4556 5.0 780 1300 3750 6249 5.5 944 1730 1 4538 8318'. 6.0 .1123 2246 5400 10799 6.5 1318 2856 6338 13730 7.0. 1529 3567 7350 17148 7.5 1755 4387 8438 21092 NEIL O. ANDERSON A N D A S S O. C I A T E S 902 INDUSTRIAL WAY 0 LODI, CA'95240 PROJECT: Standard Pool Plan Calculations Drawn By: Neil O. Anderson Scale n/a Date: January 2, 2003 - Page 16 of 22 Freestanding Wall Detail (cont. Assume weight of wall is acting in a vertical plane and contributes. no moment to wall (see following page assumption). Moment in pool wall will be the resultant (M) of the moment from the water (MW) minus the resistive moment from the passive pressure of the soil (Md. Mr=Mw-Mp H (ft.), height of freestanding wall H ----> 2.0 3.0 4.0 5.0 6.0 7.0 Depth (ft) H=7.0ft. Mr T1 TZ 1 10 10 10 10 10 10 2 83 83 83 83 83 83 3 231 281 281 281 281 281 3.5 296 440 446 446 446 446 4 266 616 666 666 666 666 4.5 168 798 942 948 948 948 5 4 900 1250 1300 1300 1300 5.5 0 950 1580 1724 1730 1730 6 0 896 1846 2196 2246 2246 6.5 3 712 2076 2706 2850 2856 7 4 367 2217 3167 3517 3567 7.5 4 0 2243 3607 4237 4381 8. 0 3 2125 3975 4925 5275 Since moments resulting from water act outward, required gunite thickness applies to distance from reinforcing to outside of wall (T). Thickness of gunite from reinforcement to inside of wall (T) is a function of the depth of the pool and the active pressures of the various soil types. These values have previously been calculated. A slight reduction of the required thickness (Tl) has been made due to the reduced height of the straight portion above the radius as a result of the freestanding portion not loaded by soil. Following chart produced based on resulting moments (M) resisted by moment capacities previously calculated, page 4. FREESTANDING WALL (Both Normal and Exp. Soil) PROJECT: Standard Pool Plan Calculations H=2.0ft. H=3.0ft. H=4.0ft. H=5.0ft. H=6.0ft. H=7.0ft. ab T1 TZ ab Ti T, ab Ti IT2 ab TlT2 ab T1 T, ab T, T2 depth, ft 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 0.0 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 0.5 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 I.0 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 1.5 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 2.0 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 2.5 1 ...... ...: 3.: 4 ...... 1 ...... 3 ........ 4 ....... 1 ........ 3 ..... 4 ...... 2 ...... 3 '----- 4 2 3 4 2 3 4 3.0 13 4 1 '3 4 1 3 4 2 3 ...... 4 ------ 2 --.... 3 ............. 4 2 ...... 3 ..... - 4 ............... 3.5 1 3 4 1 3 4 1 3 5 2 3 5 2 3 5 2 3 5 4.0 1 3 4 1 3 4 1 3 5 2 3 5 2 3 5 2 3 5 4.5 1 4 4 1 3 4 1 3 5 2 3 5 2 3 5 2 3 6 5.0 1 4 4 1 3 4 1 3 5 2 3 5 2 3 5 2 3 7 5.5 --4-- -•1 ... ---4--- -••4•-- ---1 -.3...-5-- --2.. ..3 5 ...... 2 3 6 2 3 8 6.0 1 4 4 1 4 4 1 3 6 2 3 5 ...... 2 ...... 3 ........ 6 ........ 2 ...... 3 ....................... 9 6.5 1 4 4 1 4 4 1 4 6 2 3 6 2 3 7 2 3 10 7.0 1 4 4 1 4 4 1 4 6 2 3 7 2 3 8 2 3 12 7.5 1 4 ...... 4 ...3 1 4 4 1 4 6 2 3 8 2 3 9 2 3 12 8.0 o 3 3 . 0 3' 3 0 3 4 0 3 4 0 3 4 floor PROJECT: Standard Pool Plan Calculations NEIL O. ANDERSON A N D A S S O C I A T E S Drawn By: Neil O. Anderson Scale n/a 902 INDUSTRIAL WAY 9 LODI, CA 95240 Date: January 2, 2003 Page 17 of 22 Freestanding Wall Detail (cont): Analyze soil bearing for maximum freestanding section: PW "04-,NEIL O. ANDERSON A N D A S S O C I A T E S 902 -INDUSTRIAL WAY 0 LODI, CA 95240 PROJECT: Standard Pool Plan Calculations Drawn By: Neil O. Anderson Scale n/a Date: January 2, 2003 Page 18 of 22 -P, (lbs), pressure from water = yW h2 / 2 = 1997 Weight of individual segments: Wt, = 3 x 5 x 62.4 = 936 lbs Wt2 = (n D2/4) '/4x 62.4 = 1225 lbs Wt3 = 9.5 (0.6) 150# = 855 lbs Wt4 = 5.4 x 150# = 805 lbs Wt5 = 5 x 1 x 150# = 750 lbs E V (lbs), sum of vertical forces = 4571 Sum of moments about point A: MA = (936 x 3.1) + (1225 x 2.4) + (855 x 0.3) + (805 x 2.2) + (750 x 3.1) - (1997 x 3.6) = 3006 Mnet = 3006 ft4bs e=Mnet/EV=0.66 E V / B [1 +/- (6e)/B], qni„ = 239 lbs/ft2, q,,,a,, = 1393 lbs/ft2 Since q,,,. exceeds allowable qa = 1000 # as per UBC, see footnote 13 of plan. "04-,NEIL O. ANDERSON A N D A S S O C I A T E S 902 -INDUSTRIAL WAY 0 LODI, CA 95240 PROJECT: Standard Pool Plan Calculations Drawn By: Neil O. Anderson Scale n/a Date: January 2, 2003 Page 18 of 22 Freestanding Wall Detail (cont.: The assumption was made that the weight of wall is acting in a vertical plane and contributes no moment to the freestanding wall. True freestanding walls are usually constructed vertically and this is a valid assumption. However, in cases when the freestanding detail is utilized to compensate for loose surface fill or when a shorter portion of the wall is constructed out of the ground, a radius of the outside portion of the wall is constructed. Consequently, in these cases the weight of the wall would contribute an additional moment to the wall through the wall radius. The worst case is for the radius to start at the ground surface. This condition for all heights of the freestanding wall was analyzed to determine its affect on the proposed design. Due to the curvature of the wall a portion of the vertical component of the wall weight is supported by vertical soil bearing and a portion is supported by lateral soil pressure. A complex free body diagram taking into consideration the varying volumes and weights of water, gunite, and soil as well as variable bearing of the soil and floor slab moment is required to determine the exact induced moment at any point on a curved surface supported by soil. The degree of the problem does not justify such a detailed analysis. A simplifying and conservative assumption is made that the additional induced moment due to the weight of the wall within the radius is equal to the horizontal component (to the radius tangent line) of the resultant moment derived from the resultant vertical vector times the eccentricity (see diagram below). By trial and error the angle (from horizontal) which produces the highest induced moment in the radius was determined to be 62 degrees. a = 62° M,,, (ft -lbs) resultant moment = el Wt, + e2 Wt2 Wt, = (h). (t).(145 lbs/ft3) Wt2 = a (radians) r (t) (1451bs/ft3) e,=r -rcosa e2= r cos a/2 - e, Horizontal component of moment: Mho, = M,,, cos a pool depth radius (ft) free standing ave wall thickness h Wt I e 1 W} `2 e 2 M wt M hor depth I� notes (ft) (ft) (in) (ft -lbs) acting 1 ft 4 2 2 7 2 169 1.06 183 0.65 298 140 3.8 ok 5 2 3 7 3 254 1.06 183 0.65 388 182 4.8 ok 6 3 4 8 3 290 1.59 314 0.98 768 360 5.6 ok 7 4 5 8 3 290 2.12 418 1.31 1162 546 6.5 Vertical 8 5 6 8 3 2.65 523 1.64 1626 763 7.4 kicker added -4290 9 5 7 9 4 435 1 2.65 1 588 1.64 2117 994 8.4 '-04NEIL O. ANDERSON A N D A S S O C I A T E S 902 INDUSTRIAL WAY 0 LODI, CA 95240 PROJECT: Standard Pool Plan Calculations Drawn By: Neil O. Anderson Scale n/a Date: January 2, 2003 Page 19 of 22 Adjacent Parallel Footing Load: q / unit area The total force per unit length (P, lbs.) and the location of the resultant force (zave, ft.) due to the strip loading is expressed as follows: P 90 [H(O, - 01)) V1 01 = tan-' I —J , in degrees H �l 02 = tan-' a J , in degrees H2 (02 -01) - (R - Q) + 57.3 Oa' H Zane — 2H(02 - 0,) R = (a'+ b')2(9 0 - 02 ) Q= b 1 (90-01 ) Moment affecting pool wall: M = P zave , see following chart PROJECT: Standard Pool Plan Calculations NEIL O. ANDERSON AN D ASSOCIATES Drawn By: Neil O. Anderson Scale n/a 902 II�IDUSTRAL WAY 0 LODI, CA 95240 Date: January 2, 2003 Page 20 of 22 Adjacent FootingLoad oad (cont. Compare computed M in following table with computed M from soil surcharge in table: ' H is 1' less then pool wall height due to assuming footing is 1' deep. ** Calculated by taking difference between depths on "Moment From Soil" chart on page 2. Based on results from above chart, use the following soil depth "surcharges" to allow for the presence of an adjacent footing that runs parallel to the pool wall: Footing, b' = 0 to 1.9', use 3' surcharge Footing, b' = 2 to 4.9', use 2' surcharge Footing, b' = 5 to 7', use 1' surcharge '404 NEIL O. ANDERSON A N D A S S O C I A T E S 902 INDUSTRIAL WAY 0 LODI, CA 95240 PROJECT: Standard Pool Plan Calculations Drawn By: Neil O. Anderson Scale n/a Date: January 2. 2003 Page 21 of 22 Computed Moment Affecting Pool Wall Pool Computed Moment From .* H* (ft) b' 01 02 R Q z (ft) P (lbs) M (ft -lbs) Hp (ft) 3 ft. 2 ft. 1 ft. 4 0.1 1.43 15.38 90 1 3.25 620 2016 5 2258 2 26.57 36.87 478 254. 2.06 458 942 1272 5 51.34 56.31 1213 966 1.57 221 346 531 7 60.26 63.43 1700 .1457 1.47 141 208 5 0.1 1.15 12.41 94 1 4.22 626 2639 6 2993 2 21.80 30.96 531 273 2.81 509 1428 1727 5 45.00 50.19 1433 1125 2.09 289 602 741 7 54.46 57.99 2048 1741 1.92 196 377 6 0.1 0.95 10.39 96 1 5.19 629 3267 7 3832 2 18.43 26.57 571 286 3.61 542 1955 2252 5 39.81 45.00 1620 1255 2.66 346 920 986 7 49.40 53.13 2360 1989 2.41 249 600 7 0.1 0.82 8.93 98 1 6.18 631 3897 8 4777 2 15.95 23.20 601 296 4.45 564 2508 2846 5 35.54 40.60 1778 1362 3.28 394 1291 1226 7 45.00 48.81 2636 2205 2.94 297 873 8 0.1 0.72 7.83 99 1 7.16 632 4528 9 5827 2 14.04 20.56 625 304 5.32 580 3081 3511 5 32.01 36.87 1913 1450 3.94 432 1705 1580 7 41.19 45.00 2880 2392 3.51 339 1191 9 0.1 0.64 6.97 100 1 8.15 633 5161 10 6983 2 12.53 18.43 644 310 6.21 591 3666 4247 5 29.05 33.69 2027 1524 4.65 464 2154 1931 7 37.87 41.63 3095 2554 4.12 376 1549 10 0.1 0.57 6.28 101 1 9.14 634 5795 11 8243 2 11.31 16.70 660 315 7.12 599 4261 5052 5 26.57 30.96 2125 1586 5.38 489 2630 2316 7 34.99 1 38.66 3286 2695 4.76 408 1941 ' H is 1' less then pool wall height due to assuming footing is 1' deep. ** Calculated by taking difference between depths on "Moment From Soil" chart on page 2. Based on results from above chart, use the following soil depth "surcharges" to allow for the presence of an adjacent footing that runs parallel to the pool wall: Footing, b' = 0 to 1.9', use 3' surcharge Footing, b' = 2 to 4.9', use 2' surcharge Footing, b' = 5 to 7', use 1' surcharge '404 NEIL O. ANDERSON A N D A S S O C I A T E S 902 INDUSTRIAL WAY 0 LODI, CA 95240 PROJECT: Standard Pool Plan Calculations Drawn By: Neil O. Anderson Scale n/a Date: January 2. 2003 Page 21 of 22 Negative Edge Detail: H (ft.), maximum height of negative edge (water) h (ft.), height being analyzed P,,, (lbs.), resultant pressure from water = (y,,, h2)/2 Mw (ft -lbs), induced moment from water = (yw h3) / 6 P,v Ignore resisting moment from wt of wall as extra safety factor. Refer to Moment Capacities chart (page 4) for gunite thickness and reinforcement requirements for given Mw. h (ft.) NMw (ft -lbs) t (in.) d' (in.). Vertical Reinforcement h (ft.) MW (ft -lbs) t (in.) d" (in.) Vertical Reinforcement 1.0 10 9 6 #3 @ 12" o.c. 5.0 1300 9 . 6 #3 @ 12" o.c. 2.0 83 9 6 #3�@ 12" o.c. 6.0 2246 10 7 #3 @ 6" o.c. 3.0 280 9 6 #3 @ 12" o.c. 7.0 3567 11 8 #3 @ 6" o.c. 4.0 .666 9 6 #3.@ 12" o.c. 8.0 5325 1 12 1 9 #3 @ 6" o.c. * t and d increase as wall goes into radius, assume 3 inch increase at 1.0' into radius and 6 inch increase at bottom of radius. Include reinforcement on backside of negative edge wall for additional crack and shrinkage control '404 NEIL O. ANDERSON AN D ASSOCIATES 902 INDUSTRIAL WAY 0 LODI, CA 95240 PROJECT: Standard Pool Plan Calculations Drawn By: Neil O. Anderson Scale n/a Date: January 2, 2003 Page 22 of 22 Urgent FOR r�{' DATE �/ O TIME O o V W ile You Were Out OF j G/ PHONE G AREA CODE NUMBER EXTENSION MESSAGE O SIGNED 9711 TELEPHONED PLEASE CALL CAME TO SEE YOU WILL CALL AGAIN RETURNED YOUR CALL WANTS TO SEE YOU r.b SITE PLAN REVIEW APPLICATION Date: 11&[0q AP# 61;T-230-063 Permit Number (if applicable) Qq -30 APPLICANT INFORMATION Parcel Size: ( et c/le S Owners Name: lg"" z Owners Address: o2 q G�Q7. 0'7 ( 4577�/ r" Telephone No.: ; , �3� —� % —.217 / Situs Address: $/a Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home IN Residential Accessory Ae ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other ❑ Septic Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ' DO NOT WRITE BELOW THIS LINE ® Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval IN Site Plan �taffiped Approved By Date /1 , ° Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY -r Parcel Is In: Snow Load Area: �� P" OaMl CaM C Land Conservation Act Minimum Acreage: 0 GLC. ❑Verify residence can be built per contract Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA -_(CDF to determine specific requirements)., El100-Year Flood Plain: (See attached) • Flood Zone: X • Flood Panel No.: A(,40 7C1062Q Index Date: 41dta do ❑ Sacramento River Reclamation District (Approval must be obtained from the Calif6rnia Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permitr ❑ Minor Use Permit El Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------- ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: U 6P- 60L Applicable Building Setbacks: Front Zoning Code �0r Streets & Highways Fire Prevention, Subdivision Map Side Jr - Side Street I Rear s i Height Waterway N/A N/A N/A F] Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 I f Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with Co ty S d ds for Deed Creation: [I No ❑ Yes Comments: — �i1S� - 5 kr 9 7 A P67 &,.i d CCe K Parcel Deemed to be legal ❑ Verify Legal Parcel '❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Page: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures'shall be taken to control fugitive dust .emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa El Page 4of5 0 lel Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 3/4/96 MR. JOHN WARREN P.O. BOX 3661 QUINCY, CA 95971 RE: B.P.496-0337 A.P.#028-250-009 With reference to the above subject, attached is: (� Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans. [ ) Other Action Required: [v ] Comply With Plan Cehck List z ( ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Bldg Dept. [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely - Linda Sexton - Plan Checker ok 57, Permit Applicant: WARREN 28-25-009 Assessor Parcel Number: Permit Number• 96-0337 3/4/96 Date: The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. YOUR PLANS ARE REQUIRED TO BE STAMPED & SIGNED BY THE ENGINEER. (2 SETS). SEE ATTACHED REQUIREMENTS. 2. YOUR STRUCTURAL CALCS NEED TO BE STAMPED AND SIGNED BYTHE ENGINEER. (2 SETS). 3. I NEED 2 COMPELTE SETS OF ENERGY COMPLIANCE DOCUMENTS (CFIR AND MANDATORY MEASURES): R 13 MIN. IS REQURIED IN WALLS. 4. WHAT ARE THE ATTIC AREAS TO BE USED FOR? (PG. 6 OF 9) 5. DIAGONAL BRACING IS NO LONGER ALLOWED IN SEIZMIC ZONE 3. PLEASE INDICATE ALL BRACED WALL PANELS ( INTERIOR & EXTERIOR) PER SEC 2326.11.3. PLEASE INDICATE WHICH METHOD OF BRACING IS BEING USED ALONG WITH THE APPROPRIATE NAILING. 6. YOU WILL NEED PLANNING APPROVAL FOR THE "COTTAGE". 7. I NEED 2 SETS OF LATERAL CALCS. If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Thursday. LINDA SEXTON - PLAN CHECKER cou� =t. LAND OF NATURAL WEALTH AND BEAUTY At - BUILDING DIVISION ?,•- �..•p`'�, �•`� DEPARTMENT OF DEVELOPMENT SERVICES OhIl BL LaUrle Warrens a 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 P.O. ,Box 3661 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 Quincy, CA Re -'Single Family Residence i Date: 3/25/96 A.P. No. 028-250-009 Permit #96-0337 With reference to the above subject, attached is: [x] Plan Check List [x] Red Marked Calculations [ ] Red Marked Plans [ ] Other: Action Required: [x] Comply with plan check list [ ] Resubmit plans with revisions as required [x] Resubmit calculations with revisions as requested Should you have any 'questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday. Sincerely; Permit Applicant: John & Laurie Warren Date: 3/25/96 Permit #96-0337 Plans and calculations for the above referenced project were reviewed by this office. Provide additional information and/or make revisions to plans, specifications, or calculations as follows: 1. Provide diCi nal information and revisions as indicated in red in the calculations. 2. Per Sect�23326. 4'� the Uniform Building Code provide verification of transfer of lateral ffied in Chapter 16, through the roof diaphragm surrounding the rear dorme I COUNTY OF BUTTE -DEPARTMENT OIF DEVELOPMENT SERVICES-BUILDINGDIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541n/A . PERMIT N APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 028-250-009 U ZONING BUILDING PERMIT OWNER JOHN & LAURIE WARREN TELEPHONE 258-1503 SO, FT, OCC. BUILDING VALUATION 4578 r 247 212.00 OWNER'S MAILING ADDRESS PO BOPX 3661 QUINCEY, 95971 798 OPEN 27 132.00 CONTRACTOR'S NAMET O,'IER TELEPHONE 2 1 v n 2 808.00 274 1 0 1,918.00 CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNMOWN Total Valuation $ 279 070.00 Fling Fee $ 20.00 LENDER'S MAIUNG ADDRESS Permit Fee $ 1269.50 ARCHITECT OR ENGINEER NONE LICENSE NO. Plan Checking Fee $ 825.15 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDINGADDRESS !Z MC CATON DR. � PERMITFEE $ 2137.65 BANGOR PLUMBINGPERMIT Filing Fee 20.00 Each Trap2 7,00 168.0 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar Or heat pump water heater 23.00 USE OF STRUCTURE SF til Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 •00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 19,00 Building sewer 15.00 1 9 -nn TYPE OF WORK New CX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work:_ - 6 E�UROOt'I Mobile Home I S I G W @20.00 PERMITFEE g 263.00 Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service a V OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO IDDDA ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR ADDNS. ( d ACC. BUDS. ) SO. 3.5,t FT. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES) BA2L Q 1.00 L SO Ex. Occup. ( FIXED 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing 9 Fee 20.00 Heating 2 30.00 Cooling PROPANE , Hood 6.50 Ventilation 5 4.50 122.50 PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall // not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo ith comply with those provisions. X_1� A Q - -�_ Date- 2�6 of Applicant - �' Owner ❑Contractor ❑Agent SignatfApermit An OS is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is 46.00 OCC R3 CONST. TYPE TT TOTAL FEE $ 2786.80 HAZ. i D. FEES I IMP Z7XI CDF P cEL MD u This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. BY Date,l9 PERMITEXPIRESON ateJ //�� Receipt No. 190877 - 928.15 �� %AS���3 Jr a��F� -� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i" 01 Rett„ to:. AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT Building Division FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. 96-01-62601 Rec Fee 9.00 The property described herein is adjacent to land or included I COP 2.50 within an area zoned for agricultural purposes, and residents Recorded I Check 11.50 - of this property may be subject to inconveniences or official -Records I discomfort arising from the use of agricultural chemicals, County of I including, but not limited to herbicides, pesticides, and Butte _ I fertilizers; and from the pursuit of agricultural operations Candace J.- Grubbs I including, but not limited to cultivation, plowing, spraying, Recorder I pnming, and harvesting which occasionally generate dust, 2:23pm 30 -Apr -96 I PUBL XX 2 smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for produc- tive agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situatf in the County of Butte, State of California, described as follows: Date: A,6PROPERTY OWNERS: State of Calif Iia ) County of X�'Iee-j ) a� /nfore me, personally appeared r - personally known to me to be the person(s) whose names) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s), or the entity upo4,bighalf of whi the person(s) acted, executed the instrument. WITNESS m an and official's ,. ALICIA DALTON Q `�a.. Comm. #976653 V a� NOTARY PUBLIC - CALIFORNIA0 Signa Seals 2a PLUMAS COUNTY Comm. Expires Nov. t, 1996 A.P. 11 a5 - 6 ?-o - 00 S g 6- 15 6 3 t Order No. 1=173582 SCHEDULE C J The land referred to herein is described as follows: All that certain real property situate in the County of Butte, State of California, described as follows: PARCEL I: That part of Sections 27 and 26, Township 18 North, Range 5 East, M.D.B. & M., described as follows: BEGINNING at the Southeast corner of said Section 27; thence North 10 27' West along the Easterly line of said Section -27, 1325.85 feet to the East and West centerline of Southeast quarter of said Section 27; thence South 88" 43' West along said centerline, 1328.10 feet to the center of said Southeast quarter of said Section 27; thence North 16° 02' West, 142.43 feet, more or less to a post at angle in fence; thence along fence on agreed boundary line between lands now or formerly belonging to Rehfuess, and lands formerly owned by John C. Turner, the following courses and distances: North 470 01' East, 624.39 feet to a post in fence; North 500 50' East, 802.90 feet to a post in fence; thence North 51' 48' West, 539.65 feet to a white oak tree 9" in diameter in fence corner; thence South 700 48' East, 619.00 feet to a post in fence on said agreed boundary line; thence North 51° 10' East, 884.46 feet to a post in fence near a large white oak tree on the Southerly bank of old Forbestown ditch; thence following the fence and Southerly boundary line of said Forbestown ditch, the following courses and distances: North 850 28' East, 75.0 feet; North 770 24' East, 55.18 feet; North 63° 04' East, 127.67 feet; North 520 39' East, 74.88 feet; North 460 07' East, 60.12 feet; North 25° 31' East, 270.0 feet; North 10° 48' East, 151.05 feet; North 76° 18' East, 124.89tfeet; to its intersection with the line running North and South through the center of the Northwest quarter of said Section 26; thence South along said line, and the line running through the center of the Southwest quarter of said Section, to a point in the South line of Section 26; thence West along said last mentioned line to the point of beginning. EXCEPTING THEREFROM the following described parcel of land: COMMENCING at a point in the Section line between Sections 26 and 27, Township 18 North, Range 5 East, M.D.M., and from which point the Section corner common to Sections 26, 27, 34 and 35 of aforesaid Township and Range bears South 1° 27' East, 1,558.96 feet; thence from said point, which is the true point of beginning of this description and running the following courses -and distances; South 430 29' West, 66.80 feet to a point marked with iron pin and R. E. Tag 2435; thence North 54° 58' West; 240.10 feet to an iron pipe; thence North 370 35' East, 219.76 feet to an iron pin; thence South 480 25' East, 260.21 feet to an iron pin with R. E. Tag 2435; thence South 43° 29' West, 125.13 feet to the point of beginning. A portion r,C AP Nos. 028-230-023 and 028-250-009 END OF DOCUMENT 3 5PA .ol� �s COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT g� `0133 7 ASSESSORPARCL NUMBER �7/t`i}J�' 009 1 ZONING BUILDINGPERMIT OWNER n `-i^ i e �^t^e,lr TELEPHONE 5�1- j1S D3 SO. FT. OCC. BUILDING VALUATION S OWNER'}'""�UNG ADDRESS c?Q /OO ih' . Q �i CONTRA R'NAME K\ TELEPHONE / C,US O, 0.f CONTRACTORS MAILING ADDRESS J Freplac CONSTRUCTION LENDER - UNKNO N Total Valuation $ of Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ (0 (7 ARCHRjs�TBRENGINEER j/ �� `I e_ LICENSE NO. Plan Checking Fee $ a Energy Plan Checking Fee $0ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS r PERMITFEE $ 415' PLUMBINGPERMIT Filing Fee 20.00 Ba 1 CP © /1*11 Each Trap 7.00 4a LOT No. SUBDIVISIONS NAME I RCEL MAP Solar or heat pump water heater 23,00 Water piping 15.00 �S USEOF`;TRUC_:TURE SFA Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent a 15.C•u Gas piping system 1 - 5 outlets 15.00 / Building sewer 15.00 TYPE OF WORK New V Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Mobile Home S G W 920.00 PERMITFEE Contractor ELECTRICAL PERMIT Filinq Fee 20.00 Main Service000v OR LESS ( 200A OR LESS ) �1 23.00 rl Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier NEW CONST. DWELLING OCCUR \\ OR NS. ( 8 ACC. /5 so. � 3.5¢ FT. NEW CONST. MULTI -OUTLET C NON-RESID. ( BRANCH CIRCUITS ) @7.50 ER (a SIINLE OUTLETTUS C R. ) Ex. Occup. ( OUTLET OR FIXTURES) ZO @ 1.00 BAL (@ .50 Ex. Occup. OUTLETS APPLNS. OR ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ �. Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating ,(f-DD 13D 00 Cooling D 110 00 -- Hood 6.50 �Q Ventilation — _- PERMITFEE $ 11W,D Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become, subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavati n ver 50" d e(ep d demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ D c sr. PE TOTAL FEE $ HA2. D. FEES IMP FLOG CD PARCFJI Po o uE V/ This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have BY PERMITEXPIRESON applicable provisions Resolutions to do work been paid. Date (Date) Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSPKYnR GOLDENROD -APPLICANT ayll AN � 7q& o�- � �t r j accs Y2 e I l© c�cc(� 6vc rl {,J/ SCIn on COUNTYOF BUTTE -DEPARTMENT Or DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 1-1 OWNER Proposed Building Use PERMIT APPLICATION DATA SHEET V 0 /t q" a Ulm 1etl A. P. o. LAJ /- Building Inspector Date C;7AWY& At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items haAe been submitted. . 2. Plot plans,( /4 sets, signed by preparer of plans . ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation., ................... 7. Statement of Intent for Non -Heated and A/C Buildings. .. !.................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9..Mobilehome t and ufacturer's installation instructions, 2 sets. t f 10. Fees of $d ............................ ���5 . . 1. _ 1. Impact fees as shown on attached schedule. ...... o 12. California Department of Forestry plan approval/fees. ,!4. 5)6�1q. ............ . 13. Flood elevation letter (100 year floe)b C fornia Engineer. . . 4. Sanitation and plot plan approval IIfIle Health Department . ............ 15. City of Chico plumbing permit. ... ...................................... . 16. Plot plan and business license�rov I from City of Biggs/Gridley. ....... (A)-1556-17. Planning approval for (A)"": � ` f!, J&,P,,,,yykirtgj 0 n O?'(! / ; , 18. Contact Land Development about (A) ImprovernM (B) Drainage. ............ 19. Driveway permit (construction approval required prior to occupancy). .. .. .. . 20. Pre -inspection for Preto'"aD�O" `eQ°st required. . Building InapeGor �(Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _). . 24. Recorded copy of Agricultural Acknowledgement Statement . ..................-- 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................... 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan,check list ...................................................... 33 w 34. Whe you issue theppermit ppro ess as follows: Mail to wner. �, Mail to contractor. Telephone J�� �!J and hold for pickup aty roy i fl e , office. Deliver with inspector. Other Parcel CreationC Acreage Applicant �t Date r ' 2'31 Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submittedr to PaUhit iss anc : irc a new i of c e ed abov-11 1. Index permit for above items No. 2. Additional items required: '4-4-61-0 bv{2 rk,ryr? � 1 /fix�T �IJ�c.-� GI-k�=r.I/� !�►��d ` Contractor, designer, owner, was advised of above required data by ✓ p ne _ mail Counter by _ Date Contractor, designer, owner, was advised of above require data by _ phone _ mai/Counter by _ Date Plans checked by .ZS Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works SHor Plat Phn Attached (� Floor Plan Attached Scat toB.D.�� TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance rf Owner Location �° R Plan Approved for: Sewage Disposal Water Supply: Public _ Clearance for bedroom ome. O er for: O.K. MUM: Environmental. Health Sp 2/01) C; 8- aso,009 AP# Private Well Date COUNTY OF. BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 / 1 OWNER - r ✓I A.P. # 09' PROPOSED BUILDING USE /V u) ��'_ DATE REC.- # DATE REC V/.1. SCHOOL DISTRICT FEES Oro ' aid at District Office) �� V 2. -SHERIFF FEES (paid at Building. Division): Residential....-.... unit amt. Commercial (sq.ft.). x _$ 3. URBAN AREA FEES (paid at Building Division) Residential (per unit). x =$ #units amt. Commercial (sq.ft.). x =$ sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) 5. THERMALITO DRAINAGE DISTRICT FEES $400.00 (paid at Building Division) INSPECTION AND -PLAN CHECK $89.00 (paid at Building Division) D 7. WATER TENDER FEES (BATTALION # ) $200.00 (paid at Building Division) 8. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 9. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE -76 s2 v2 Pose. Ot [.iuir%q I rti1 CJu2tn / P J ellis c -q- r /o y o . (,�J APer-S,�J w �2 �� s- 'f,"rF;.�t4t�•*+'�iwi-ai�' .:.* s. o l BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District oft) ()A; Q n`) Building Department No. A.P. Number (Jg-4�jO-009 Jurisdiction: 0 City County Property Owner U0 n /.G U 'i 'L WO r re, e AA - n 1%, Property Location/Address // L 7o n f Q 11 O' l Subdivison Lot No. Residential Development0 Sq. Footage �spo No. of Living MHI Addition (Group R) Units Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) lO I Building Department kep5resentative Date (Floor Plans reviewed by School District Personnel) District Identification No:- 96-0121 F School District certifies that W (Applicant) JAe 2 / k. c7, ?3 - (Street Address) (Phone Numbers)/ (City) State) - (Zip Code) has complied with the requirements of Resolution No. .�(� by payment of $ . �b r representing �;�j 7 square feet. As 2926 $ FULL MITIGATION $il,4r,,14 School Pisf60epresbntative Date Paid by Check # Remarks: Bank Number 0- 7002 3 Paid by Cash ----� �d If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department),* Pink (school district) ,x feeformmkl (11/94)dmm count,utte LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 JUNE 1, 1999 JOHN AND LAURIE WARREN RE: Building Per mi 98-1237 P 0 BOX 546 Expiration Dat16/99 BANGOR CA 95914 A P 028-23-0-057 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the categories marked below: [ ] Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. THIS PAST YEAR XkJXX No inspections have been made on permit workA Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the OROVILLE office. Thank you for your prompt attention concerning this matter. MCV:ahb Attachments Yours very truly, —Mic el C. V ira, C.B.O. Manager, Building Inspection Chico Office - 1469 Humboldt Rd/891-2751 Paradise Office - 747 Elliott Rd/872-6307 71 LAND OF NATURAL WEALTH AND BEAUTY August 6, 1997 Barnhart -Brown & Associates P.O. Box 1576 Oroville, CA 95965 Gentlemen: LAND DEVELOPMENT DIVISION DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7266 FAX: (916) 538-2140 Re: Boundary Line Modification for John Warren AP 028-230-057 & 058 Your request to revise condition 6 has been reviewed for consistency with the December 12, 1996, Development Review Committee action. In accordance with your request, we can revise condition 6 as follows: 6. Prior to recordation of the deeds, file an "Agricultural Affidavit Employer/Employee" (copy attached) with the Butte County Building Division of Development Services for the existing vacant mobile home on AP 028-230-057. Note in the deeds that prior to occupancy of this mobile home, a new fully executed "Agricultural Affidavit Employer/Employee" must be filed with the Butte County Building Division of Development Services. If you have any questions concerning this matter, please contact this office at (916) 538-7266, Monday through Thursday, 8:00 a.m. to 4:00 p.m. Sincerely, Stuart Edell Manager, Land Development Division SE/kp Attachment cc: Planning Division f3uilding`Dvision1 Environmental Health Dept. AGRICULTURAL AFFIDAVIT EMPLOYER/EMPLOYEE Please read the following carefully before signing: Section 24-305.020 Agriculture Employer/ Employee (Applicable only in zones A-5, A-10, A-15, A-20, A-40 and.A-160) An individual who verified, by personal affidavit and by affidavit of his employer, that he is, or will be, employed at least thirty-two (32) hours per week for at least sixteen (16) weeks per year, or that his primary source of annual income is, or is anticipated to be, derived from any of the following described occupations: (a) The preparation, care and treatment of farm land, pipelines or ditches, including leveling for agriculture purposes, plowing, discing and fertilizing the soil; (b) The sowing and planting of any agricultural or horticultural commodity; (c) The care of any agricultural or horticultural commodity. As used in this subdivision, "care" includes, but is not limited to, cultivation, irrigation, weed control, thinning, heating, pruning or tieing, fumigating, spraying and dusting; . (d) The harvesting of any agricultural or horticultural commodity including, but not limited to, picking, cutting, threshing, field packing and placing in field containers or in the vehicle in which the commodity will be hauled on the farm or to the place of first processing; (e) The assembly and storage of any agricultural or horticultural commodity including but .not limited to, loading, roadsiding, banking, stacking, binning and piling; (f) The raising, feeding and management of livestock, fur -bearing animals, bees, fish, frogs and other aquatic animals, including but .not limited to, herding, housing, hatching, milking, shearing, handling eggs and extracting honey; (g) The operation, conservation, improvement or maintenance of such farm and its tools and equipment. This affidavit is valid only for the named employee. Any change of employee requires a new affidavit to be filed. Employer tax records may be requested as proof of employment status. Signed: Dated: AGRICULTURAL AFFIDAVIT EMPLOYER Employer Phone Employer's Address t Name of Property Owner Property Owner's Address Owner's Assessor's Parcel Number Parcel Size Ac. I, , do declare, subject to the penalty of perjury, That I am the employer of address (present) and that I will be employer under Section 24-305.020 for at least thirty-two (32) hours per (a) to (g) week for at least sixteen (16) weeks per year on AP# Signed: Dated: *************************************************************************************** Environmental Health Approval: Permit Description and Number Datelssued By Planning Approval:. Date Zone Dwelling on AP# By Crop/Commodity Produced AGRICULTURAL AFFIDAVIT EMPLOYEE Employee Phone Employee's Address (Present) Name of Property Owner Property Owner's Address Owner's Assessor's Parcel Number Parcel Size Ac. do declare, subject to the penalty of perjury, that I am the employee of address (present) and that I will be employee under Section 24-305.020 for at least thirty-two (32) hours per (a) to (g) week for at least sixteen (16) weeks per year on AP# Signed: Dated: *************************************************************************************** Environmental Health Approval: Permit Description and Number Datelssued By Planning Approval: Date Zone Dwelling on AP# By Crop/Commodity Produced ii� Co, BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 3 F A U T Y 4/3/97 FLOYD WARREN RE: Building Permit # 96-0807 P.O. BOX 546. Expiration Date: --5/15/97 BANGOR, CA -95914 A.P. # 0287250-010_.__, With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into the category marked^below:. [X], Permit work started, but not completed. Permit may be renewed for 1/2 the original..building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for ' an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. If our records are in error or should you have any questions concerning this matter, please contact the OROVTT.T . office. Thank you for your prompt attention concerning this matter. Yours very truly, Michfael C. Vieira, C.B.O. MCV•ahb Manager, Building Inspection Attachments Chico office - 1469 Humboldt Rd/891-2751 JUNE 4, 1998 JOHN AND LAURIE WARREN P.O. BOX 505 BANGOR, CA 95954 BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 533-2140 RE: Building Permit # 97-1137 (#96-337) Expiration Date: 6/2/98 A,P. # 028-250-009 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the categories marked below: [X] Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original .expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ J No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. (] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has. verified that the building is occupied. Occupancy must cease until'a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the OROVILLE office. Thank you for your prompt attention concerning this matter. MCV:ahb Attachments Yours very truly, 44 MicelC. V ira, C.B.O. Manager, Building Inspection Chico Office - 1469 Humboldt Rd/891-2751 Paradise Office - 747 Elliott Rd/872-6307 O$ WARREN HOUSE VERTICAL LOAD CALCS: 53 TOTAL PAGES Prepared by Richard E. Daun DESIGN LOADS: ROOF: LIVE LOAD = 20 PLF DEAD LOAD = 10 PLF TOTAL LOAD = 30 PLF FLOOR: LIVE LOAD = 40 PLF DEAD LOAD = 10PLF TOTAL LOAD = 50 PLF CEILING: LIVE LOAD = 10 PLF DEAD LOAD = 5 PLF TOTAL LOAD = 15 PLF -;A?)-X .' • STRUCTURAL � AL G S ; FOR: . 01A AND LAURIE WARREN MoCATTEX ROAD BANGOR, CALIFORNIA Prepared by: Ri chant %aun RAFTERS: Project: Warren House Ream ID: Rafters. Des Ori pt! on; *1 Mal n Poo f Date; 1109196 Choice 2x. 10 EF -L *2 @ 16 ii. oc- Condi tions In Gnade Values Repeti tNe Use Min Leaning .Area R1= 0.6 i n2 DaVa Ream Span 17.0 Beam A per ft .3.?7 Reaction 1 169 Beam Weight 57 Reaction 2 269 Maximum fir` 269 Max Moment 1667 Max St (Reduced) 305 TL Max De f l L f .260 TL Actual Lie fl L ! 097 Attributes Seption (in?) Shear= (In.2) TL Defl (in) Actual 21.:39 12.88 0.51 Critical 16.99 6.290.57 Status OR Cl`° OK Ratio - 79% :38% 91% Fb (psi) Fv (psi) E (psi x mil) Fc I Values Rase Values 875 96 1.6 625 &ase Adjusted 1107 95 1.6 625 Adjustments OF Size Factor 1.10 Cd Lia rat i on -Cr Repetitive 1.15 Chi Shear Stress Cm Wet Use Loads UhTform TL: 40 _ .A 0 • 2 P r j e ti•t : Warren House Beam ID: Rafters Description; *2 Main House (Wings) Date: 1110196 Choi ca 2x 10 E -L *2 Q 1.6 1 n. oc {/ KnAi ti ons In Grade Values Repetitive Use Min Bearing :ire a R1= 0.6 1n2 Data Ream Span 14.0 Beam Wt per ft 3.17 Reaction 1 358 Beam Weight 47 Reaction 2 315 Maximum V 26 Max Moment 1148 Max TP. (ReduQed) 325 TL Max Def 1 L f 260 TL Actual Defl L f 629 .Attri States Section L i nD Shear t i n2) TL Def 1 (in.) .Actual 21.39 13.88 0.27 Cri ti cal 12.44 5.12 0.47 Status till � x - Oy. Ratio 58% 37% 57% Ft (psi) Fv ( psi) E ;psi x. mil Fc: 1 Values Base Values 875 95 1.6 626 Base Adjusted 1107 95 1.6 526 Ad jus tment s CF Size Factor 1.10 Cd Du Pat i or, Cr Repeti t i ve 1.15 Ch Shear Stress Cm Wet. Use Loads Uni form TL; 40 A Point TL Distance 67 = B 2. c! 0 Project: Warr+en House Ream ILS: Rafters Description: 41 Rear Dormer Bate: 1149196 4 Choi c -e 24 14 DF -L, 42 Q 16 i n . oc Y/ Condi ti Ons In Grade Values Repetitive Use Min Rearing Area R1= 0.5 int Data Ream span 14.4 Ream Wt pin ft T37 React i oh 1 317 Rears Weight 47 Reaction 2 257 Maximum V 357 Max Moment 1156 Max V (Reduced) 124 TL Max Defl L 1-260 TL -Actual Defl .L 1r 624 Attributes Section (in?) Shear (int) TL Defl (in) Actual 21.29 i3.88 4.27 • Tri ti cal 12.54 5.11 4.47 Status OR OR OR Ratio � 5,9 37% 58% Ft, (psi) Fv (psi) E (psi x mil) Fc I Valuezv Raze Values 575 96 1.6 625 Rase Adjusted 1107 95 1.6 626 Adjustments CF Size Factor 1.14 Cd Duration Cr Repetitive 1-15 Ch hear Stress Cm Wet tee L o ad s Uni f o .rm TL: 44 = A Point TL Distance 67 = R.- 11.2 4 Froge ct ; Warren House Ream ID: Rafters Description; *4 Kitchen J_ Laundry Date: 1109196 Choice 2x 6 DF -L *2 lis 16 in. oc v Gondi ti ons In Grade Value; Repetitive Us e Min E e ar=i gag ' Area R1= 0.2 i n2 Data Ream Lagan 9.25 Ream Wt e'er ft 2.0 Reaction 1 194 Ream Weight 19 Reaction 2 194 Maximum V 194 Max moment 449 Max V (Reduced) 175 TL Max Dw f 1 L f 360 TL Actual Defl L ? 625 Attributes Section (inl `,hear Ont) TL Defl (in) • Actual 7.56 8.25 0.21 Critical 4.12 2.76 0.21 Status OK OK OK Ratio 54% 2& 57% F& (psi) Fv (psi) A (psi x mil) Fc 1 Values Ease Values 975 95 1.6 625 Ease Adjusted 1308 96 1.6 625 Adjustments CF Size Factor 1.20 CO Duration Cr Repetitive 1-15 Ch Shear Stress Cin Wet Oise Loads pini form TL: 40 = A I Pr3.le ct Hou2 a Ream ID: Rafters Description: #6 West Wing Poo f Date; 1109196 ,Choi ce 2x 8 DF -L #2 Q U 1 n . 00 ✓ Gondi ti ons In Grade Values Repetitive Use Min Rearing Area R1= 0.4 1 n2 Data beam Span 1TO Ream Wt ger ft 2.64 Reaction 1 77 Beam Weight 24 Reaction 2 277 Maximum V 277 • Max Moment 901 Max V (Reduced) 251 TL Max De f l ' L I 160 TL Actual Defl L i 405 Attributes Section ( in j hear (int? TL Defl (in) A c-tz.A a1 12.14 10.88 0.16 • CK t1 Cal 8.96 2�. 97 0TT. 4;3 Status CK Oi'er} � OF. Rat! o 68% 27% ---- 83% . Fb (psi) Fv (pz ) E (psi x mil) Fc 1 Values base Values 876 95 1.6 625 Base Adjusted 1208 95 1.6 625 Adjustments CF Size Factor 1.20 CA Duration Gr Repetitive 1.16 Ch s Mess y�SheUse Cm Wet se P r Loads Un! 3 o rm TL : 40 = A • 6 Project; Warren Hous e Seam ID: Rafters Description: *i Sack Porch roof Dates 1109196, Ch.01 ce 2x 6 DF -L #2 Q 16 1n. o c Gond i ti ons In Grade ValueZ Repetitive Use Min Searing .Ares R1= 0-3 in2 Data Beam Span 8.0 Beam Wt per ft 2.0 Reaction 1 168 Beam Weight 16 Reaction 2 168 Maximum V 168 Max moment 226 Max its (Reduced) 149 TL Max Defl L 260 TL -Actual Defl L 827 Attributes Section (InQ vShear Kn2) TL Defl (in) Actual 7.56 8.25 0.12 Or! Q Cal 2.08 2-26 0.27 • Status OK OK OY. Rati o41% 28% 4Q. FL Tpsi) Fv Cpzi) E (pal x mil) Fc I Values Base Values - 876 '96 1.6 625 Basi Adjusted 1208 96 1.6 625 Adjustments " OF Size Factor 1.10 Cd DU Pat i on Or Repetitive 1.15 Shear Stress CM Wet Use Loads Uni f o rm TL 40 A 7 Project: W arren House Ream ID: Raftenz Description; 07 West Wing Front porc1'a Date; 1109196 Choi ce 2x '4 .'DF -L i#2 t5,''. 24 1n. o - V/ Condi ti ons In Grade Values Repetitive Use Min Rearing Area R1= 0.1 i n2 Data Beam Span 2.75 Beam Wt per ft 1.28 Reaction 1 84 Ream Weight 4 Reaction 2 84 Maximum V 84 Max Moment 58 Max V (Reduced) 66 TL Max Def 1 L { 260 TL Actual Defl L J >1000 Attributes Section (inQ Shear (in'O TL Def! (1n) Actual 2.06 5.25 0.01 • Critical .46 1.06 0_09 Status OK f )ice ax Ratio 15% 20 10% Fb (psi) Fv Cps!) E (psi x mil) Fc 1 Values Rase Values ' 875 96 1.6 625 Base AdAus Led 1609 95 1.6 625 Adjustments CF Size Factor 1.50 Cd Du rat i on Cr Repetitive 1.15 Ch Shear Stress CM Wet Use Londa U41 form TL; 50 = A 0 • f 'Project: Warren. House Beam I& Rafters Description: #S Front Dormer roof Date; 1109196 i Choi 6-a 2x $ DF -L *2 Q 24 in. oc Condi ti oris In Grade Values Repetitive Use Min Bearing Area R1= 0.1 i n2 Data. Ream Span 1.86 Beam Wt per ft 1.28 Reaction 1 57 Beam Weight_ 2 Reaction 2, 67 Maximum V 57 Max Moment 26 Max 0 (Reduced) 29 TL Max Defl L ! 260 TL .Actual Defl L 01000 'Attributes Section (in?) Shear Ont TL Defl (in) .Actual 2.06 5.25 5.00 Critical .21 .61 0.06 Status Lel; OR t y. Rat! o 7% 12% 2% FL (psi) Fv (psi) T (psi x mill Fc l Values Base Values 875 95 1.6 625 Bane Adjusted 1609 95 1.5 625 Adjustments CF Size Factor 1.50 Cd Duration Cr Repetitive 1.15 Ch Shear Stress Cm Wet Use Loads Uniform TL: 60 _ .A 0 . - is Project; Warren tloune Ream IN Rafters Description; 09 under Dormer Bearing walls Date: 1111196 %Oi ce (2) 2x 10 DF -L *2 Gondi ti oras Ira pade Ques Min Rearing Area R1= 1.1 i gig Data Ream span 17.0 Ream . Wt. per f t 10.11 Reaction 1 704 Ream Weight 172 Reaction 2 727 Maximum V 727 Max Moment 4027 Max 3F (Reduced) 689 TL Max De'f l . L f NO TL Actual Defl L j 462 Attributes Section (in?) Smear Kn21 TL Defl (inl Actual 64.17 41.E_0 0.44 Gri ti cal 50-20 10.88 0.57 {10 Status OK ` K C07. Ratio 78% 26%. 7.3% Fb (psi) Fv (psi) E (psi x mil) Fc 1 Values Rase Values 875 96 1.6 625 Rase Adjusted- 963 95 1.6 525 Ad jus tment s CF Size Factor 1.10 Cd .d Du rat i � �n Cr Repetitive 4 Ch Shear Stress !.m Wet Use Loads Point TL Distance Par- Uri! f TL Start ErLd 440 ='R 5.0 40 = H 0 8.0 60 = I 9.0 15.0 40 = J 16.0 17.0 is • HEADERS. Project: Warren House Ream ID: Headers Description: *10 Rear Dormer Window Date: 1111196 Choice (2) "2x 4 DF -L *2 V 10 condi ti ons In Grade Values , Min Bearing .Area k1= 0. 5 1 n2 Data. Ream Span, 2.5 Ream Wt per ft 2.55 Reaction 1 291 Ream Weight 6 Reaction 2 291 Maximum V 291 Max MomeW 182 Max V (Reduced) 223 TL Max Deft L f 960 TL .Actual Deft L 1 >1000 Attributes Section i; in3) Shear On& TL- .Defl (in) Actual 6.13 10.50 0.01 • Gri ti cal 1.66 3.52 0.08 Status OK OR OR Ratio 27% 34% 140 Ftp (ph) Fv (psi) E (psi x mil) Fc i Values Rase Values 875 95 1.6 625 Rase' Adjusted 1313 95 1.6 625 -Adjustments GF Size Factor 1.54 Cd Duration Gr Repetitive Ch Shear Stress CM Wet Use Loads U6110 rm TL; 220 = A 0- N I • 11 Project: Warren Houz e Beam ID: Headers Description: *11 2nd floor Int Rearing wall door Date: 1111196 Choice (2) 2x 4 DF -L *2 G ondi tion{s� In Grade Values ghat n Beak ng Area R1= 1.2 i n2 Data. Ream `•Furs 2.6 Ream Wt per ft 2.55 Reaction 1 809 Ream Weight 6 Reaction 2 809 Maximum V 809 Max Moment 506 Max V (Reduced) 621 TL Max Def l L f 360 TL .Actual Def! L r' 905 Attributes Section t in3) Shear Ont) TL Defl (in) Actual 6.13 10.50 0*3 • Critical 9.80 0.08 (4.63 Status OR. OK- O)K Ratio 76% 93%. 40% Fb (psi ) Fv (psi) E (psi x mil) Fc l Values Lase Values 875 95 1.6 625 Raze Adjusted 1313 96 1.6 626- 26_.Ad Adjus tment z GF Side Factor 1.60 Cid Do Pat i on Gr Repetitive Gh. Shear Litres z rn Wet Use Loads Thi form TL: 646 = A r 49 i • 12 Project: Warren House Beam .ID: ?leaders Description: 412 Front. Dornier Roof Date; 1111196 Choice 2x 10V DF -L 42 t/ Condi G ona In Grade Values Min Reaping Area R1= 0.7 i n2 37 Data Ream Span 3.07 Beam K per ft TY Reaction 1 447 Ream Weight 12 Reaction 2 447 Pax i mum V 447 µ Max Moment 410 Max VAReduced) 259 TL Max Def 1 L ! 360 TL Actual De f l L >1000 Attributes Section (in?) Shear K nO TL De f l (in) Actual 21.29. 12.8s 0.01 Critical 6.11. 4.09 0.12 • Status ox OK to Ratio 24% 29% .5% FL Cps!) Fv (psi) F (psi x mil) Fc 1 Values Luse Values 876 95 1.6 626 Base Adjusted 962 95 1.6 626 Ad jus tment s CF Size Factor 1.10 Cd Duration Cr Repetitive Ch Shear stress Om Wet Use Loads Uhi form TL; 2$0 = A ' 12 Project; Warren House Ream ID: Header Description: #13 Front Entry roof Date: 1111196 Choice (2) 2x 4 DF -L #2 V Condi ti ons In GAO Values MIS Bearing .Area R1= 0.2 i n2 Data Beam span 6.0 Beam Wt per ft 2.56 Reaction 1 135 Ream Weight 15 Reaction 2 105 Maximum mum V 136 Max Moment 202 Max. V (Reduced) 122 TL Max De f l L / 260 TL Actual Def! L /,929 Attributes Section (in3) shear ;:in& TL Defl (in) Actual 6.13 10.50 0.0 • Critical 1.86 1.93 0.20 Status DIS OK r)K 08.% Fb (psi) Fv (psi) E (psi x mil) Fc: 1 Values Lase Values 576 95 1.6 625 Raze Adjusted 1313 95 1.6 625 Adjustments OF Size Factor 1.60 Cd Durat! on Or Repetitive Ch Shear stress Cm Wet t Us e Loads Uniform TL; 42 = A t • t 14 Project: Warren House Ream ILS: headers bescripti on: #14 Gable wall window Date: 1.11196 %oi ce (2) 2x 4 DF -L #2 Condi ti oris In Grade halves' Min Reaping Ar. e a R1.= 0.2 i n2 Data Ream Span 2.0 Ream Wt per ft 2.55 Reaction 1 11.3 Ream .Weight b Reaction 2 Maximum V 11:3 Max Mom nt 84 Max 4 (Reduced) 91 TL Max Defl L f 360 TL Actual Defl L >1000 Attributes Section (1nO . Shear On& TL Defl (in) .Actual 6.12 10.50 0.01 • Gri ti tial .77 1.4:3 0.11) • Status OR 0K R Rati o 12% 14% Fb (psi) Fv (psi) E (pal x mil) Fc 1 Values haze Values 875 95 1.6 625 Rase Adjusted 1213 95 1.6 626 Adjustments OF Size Factor 1.50 .Cd Ducat i or. Gr Repetitive Ch Shear Stress Cm Wet Use Loads Uri form TL: 72 = A • • 0 Pno je at : - Warren House Beam ID: Kneebrace /Heade r Des c:ri pti on; #16 Test Wing Entry: Poo f Date: 1111/96 ' C=rio i c e 4x 6 DF -L # 2 V Conditions In Grade Valuer Min Bearing Area R1= 0.2 in2. Data Ream Span 2.0 Ream WE per ft 4.68 Reaction 1 162 Ream Weight 14 Reaction 2 15.E Maximum sir 101 Max Moment 115 Max V, (Reduced) TL Max Def l i- L 1 060 TL Actual De f l L >1000 Attributes Sect iron' (i nl) Shear ( i n2 i Actual 17.66 19."s 0.40 G rl ti cal 1.21 1.68 0.10 Status Ox. Ox r iK Rat! o 7% 9% 2.k-. Fb (psi) Fv (psi) E (psi x mil) Values- `base Values 876 ` 5 1.6 625 Rase Adjusted 1138 95 1.6 6251 Adjustments ' CF Size Factor -1.20 6d Duration Gr Repetitive Ch Shear Strez c Cm Wet Use Loads U41form TL: 98 = A 106 TL Defl (in) Fc 1 16 Project: Warren House Beam ILS: Headers Description: 416 Rear Porch roof Date: 1111196 Clio! ce 6x 6 DF -L 41 '/ roridi ti eras In Grade Values ' Min Rearing .Area R1= 1.0 i rig Data Beam Span 3.67 Ream Wt per ft 7.35 Reaction 1 629 Beam Weight 64 React i ora 2 639 Maximum `d 639 Max 14oment. 1386 Max V (Reduced) 572 TL Max Defl L ! 364 TL Actual Defl L I 678 Attributes, Sectl Ctrl OnD shear On& TL Defl (in) Actual 27.73 34.25 4.15 Gri ti cal 12.55 1T0.49 0.29 • Status OK� �K Cox Ratio sok 33'x: 62% Fb Cps!) Fv (psi) E (psi x mil) Fc 1 Values Base Values 1244 55 1.6 625 Base Adjusted 1244 dot 1.6 626 Adjustments . GF Size F actC tr 1.44 Cd Leta rat i on Gr Repetitive GFS Shear- Stress ?m Wet Use \ Loads Uni fo spm TL: 144 = A KI • C 4 H ►i 17 Project: Warren Howe Ream ID: Header Description; #17 Frim Entry dear, Date: 1111196 Choi ce 4x .8- DF -L #2 Condi ti ons In Grade Values Min Rearing .Area R1= 2. 5 i n2 Data Ream Span 5.33 Beam Wt per ft 6.17' Reaction 1 1725 Beam Weight V Reaction 2 1726 Maximum V 1725 Max Moment 1762 Max S1' (Reduced) 1665 TL Max Def! L 350 TL .Actual Defl L 745 Attributes Section (i n3) Shears 4: nD TL De f l (in) Actual 34.66 25.3$ 0.09 Critical 15.5: 24-60 0.19 Status OK OK (OK Ratio 51% 97% 45%, Fb (psi) Fv (psi) E (psi x mil) Fc 1 Values Ease Values 575 36 1.6 625 Base Adjusted 1138 95 1.6 525 .Ad jus tment s CF Size Factor 1.34 Cd Durat i un Cr Regpti t i ve Ch Shear Stress %m Wet Use Leads Point TL Distance 1260 = R 1.45 1060 = G 4.75 Faro Una f TL Start 274 = H 4 34 = I 1.45 - 274 = J 4.75 Egad 1.45 4.75 6.8-3 • Project; Warren House Team ID: Header Descriptions #18 Front Entry= above stairs Date: 1111196 Choi ce 2-1{Sx 12 GLE{ 16F -`i2 DF/DF Gond i t i ons Min Rearing Area R1= TS a nv Data Ream Span 10.67 Eeam Wt per It 9.11 Reaction 1 1948 Ream Weight 125 Reaction 0- 2687 Maximum S' 2587 Max Moment 8098 Max V (Reduced) 2178 TL Max Def 1 L ! 260 TL Actual De fl L 406 Attributes Section (in?) hear (int) TL Defl (in) .Actual 75.00 27.601 0-40 Cri ti cal 60.74 19.80 0.46 S. S tatus OK OK l K Ratio 81% 63% 89% Fb (psi) Fv (psi) E (psi x mil) Fc: 1 Values Ease Values 1600 166 1.5 560 Ease Adjusted, 1600 166 1.5 560 .Adjustments on Vo 1 ume 1.00 � Cd Durat! on Cr Repetitive Cid Shear Stress Cm 7Pet Use Load, Point TL Distance 'Par Uni f TL Start En.d 143 = E 8.0 226 = H 0 8.0 400 = I 8.0 12.67 19 Project; Warren House Beam ID: LYL deader Description: *19 House stairwell near hall Date: 1111/96 Choice 1-2/Q 11-7/8 1.8E WS TJM MICR =LAMR LTVZ Candi. ti ons In Grade values Min Bearing Area R1= 1.0 !n2 Data Ream Span 11." Beam Wt per ft 5.34 Reaction 1 714 Beam Weight 51 Reaction 2' 714 Maas i mbm V 714 Max Moment 2051 Mani iI (Reduced) 591 TL Max Defl L 360 TL Actual Defl L ? >1000 Attributes Section MV `;}year Qn.2) TL Defl (iia) .actual 41.11 20.78 0.11 C ri t i cal 9.45 .3.11 0.28 Status OK OK � alp. Ratio 22% 16% 29% Ftp (psi) Fv (psi) E (psi as mil) Fo 1 ValuesEase Values 2"=•0{} .:.gib 1..i _�r 760 �0 Base Adjusted 2604 286 1.8 750 Adjus tment s CF Size Factor 1.00 dd Du Pat i or, Cr Repetitive Ch Shear Stress t`.m Wet Use Loads Uhi form TL : 119- _ A • r1 0 0 24 Project: Warren Hous e Ream IU: Header Description: #20 Open archway to Liv Room Date: 1111196 Choice 2-1/ jx 12 CLE 16F -V? DF/DiF Condi ti oris Min Rearing .Area R1= 0.7 1n2 Data Ream Ligan 10.0 Ream WE ger ft 9.11 Reaction 1 2201 Leam Weight 91 React l on 2 4704 Maximum V 4744 Max Moment 9711 Max V ( Reduced) 4070 TL Max Def 1 L 260 TL .Actual Def 1 L ! 401 Attributes Section ( inQ 'Shear Kn2) TL Defl (in) Actual 75.00 27.50 0.28 C,& ti cal 72.82 27.06 4 .13 Status aK OKt airs Ratio 97% 99% 84% Fb (psi) Fv (psi) E (pal x mil) Fc 1 Values Rase Values 1600 166 1.5 560 Base Adjusted 1600-165 1.5 5€.0 Adjustments Cv Tho 1 ume 1.00 Cd Du rat i on ?p Repetitive Stress Ch Shear Stres s Cm Wet Use LoadE Point TL Di stance Far- Uni f TL Start. End 305 - R 6.5 519 = H 0 6.15- .5975 975'_G 5.75 525 = I 6.5 10.0 U 2 Project: Warren House Beam ID: Headers Description: #21 House Front Wall window Date: 1111196 Gho1 ce 4x 4 DF -L #2 ✓ Gond! G onz In Grade Value, Min Reaping Area R1= 1 .2 i n2 Data Beam Spars 2.5 Beam Wt per ft 2.98 Reaction 1 804 Beam k►ei ght 7 Reaction 2 804 Maximum or 804 Max Moment 602 Max V (Reduced) 616 TL Max Defl L f 364 TL Actual Defl L ;1000 Attributes Section (InD Shear (1n& TL Defl (in) Actual 7.15 12.26 0.02 C"-ri ti Cal. 4.69 9-72 72 0.08 • Status CR OK Oli Ratio 64% 79% 30'. Ftp (psi) Fy (psi) E (psi x mil) Fc i Values Rase Values 875 96 1.6 625 Base Adjusted 1312 95 1.6 625 Adjustments CSF Size Factor 1.60 Cid Durat i ori Gr Repetitive Ch Shear Stress Cm Wet Use � Loads UNIform TL: 640 = A U 22 Project: Warren House Beam ID: Headers Descripti on: #r`22 South Wing Lit window Date: 1111196. Choi ce 4x 4 DF -L #2 Condi ti ons In Grade Values Min Hearing Area R1= 1.6 i n2 Data Beam japan 2.5 Beam fit per ft 2.98 Reaction 1 929 Beam 'Weight 7 Reaction 2 929 Maximum V 929 Max Moment 581 Max V (Reduced) 712 TL Max Zee f l L l 260 TL Actual Defl L f 921 Attributes Section ( i nV Shear ( i nO TL Def 1 (in) Actual 7.1S 12.25 0.02 • Cri ti wal 6.21 11.24 .08 f0 'Status oK AF. Ratio 74% 92% 39% Ftp Cps!) Fv Cps!) F (psi x mi 1 ) Fc: 1 Values Base Values 876 96 1.6 625 Losse Adjusted 1511 95 1.6 626 Adjustments , CF Size Factor 1.60 Cd Duration Cr Repetitive Cy Shear Stress Cm Wet Use Loads Uniform TL: 741 = A i 0 i 2:3 Project; W arren House Beam ID: Headers Description: 911 House rear wal l window Date: 1111196 / Choice K 10 TF -L #2 , condi ti ons In Grade Values - s alue£Min MinRoaring Area R1= 4.2 i n2 Data Beam span 6.0 Beam Wt per ft 7.87 Reaction 1 2601 Beam Yei ght 47 Reaction 2 2601 Maximum V 2601 Max foment 2901 Max V (Reduced) 1922 TL Max De f l L { 260 TL Actual Def! L i >1000 Attributes Section (InY Shear On& TL Defl (in) Actual 49.91 0.28 0.07 Critical 44.68 0.61. 0.20 • status OR OK 007.1 Rati o 89% 94% 24 Fb (psi) Fv (psi) E (psi x mi 1 ) Fc I Values Base ;values 876 96 1.6 625 Ease Adjusted 1060 96 1.6 625 Adjustments AF Size Factor 1.20 Cd Do rat i on Cr Repetitive Ch Shear Stress Cm Wet Use ' Loads TJn form TL: 869 = A 0 • i 24 Project: Warren- H� Buz e . Ream ID: Headers 'Description: #25A House rear wall window Date: 1111196 . Gh.01 Ce 4Y 6 LSF -L #2 Condi tions In Grade Values - Mi n Rearing Area R1= 2.1 1n2 Data Ream Span 2.0 Ream Wt per ft 4.69 Reaction 1 1296 Ream Weight 14 Reaction 2 1296 Maximum V 1296 Max Moment 972 Max V (Reduced) 90 - TL Max l=ie f l L t 260 TL .Actual Defl L 1 >1000 Attributes Section (InD Shear M2) TL veil (in) Actual 17.66 e 13 . 25 , 0.02 • Cri ti cal 10.25 14.21 0.10 Status Cil:} �ilQK Ratio68% �(: 74% 20,, Fb fps!) Fv (psi) E Cps! x mil) Fc: i Values Rase Values 875 96 1.6 625 Rase Adjusted 1128 95 1.6 625 .Ad jus tment s OF Size Factor 1.20 Liu rat i on Or Repetitive, �v Ch Shear Stress Est Wet Use Loads Uhi form TL: S59 .A • • Ro W • t' r 25 Project; Warren House � Ream ID: Header Description: #24 Int 10 floor bearing ?call Date: 1111196 Choi ce 4x + DF -L #2 ✓ Condi ti oris In Grade- Value s Min Bearing Area R1= 2.9 i rig Data. Ream Span 2.5 Ream Wt per Q 6.17 Reaction 1, 1799 Beam -Weight 1J Reaction 2 1964 Maximum V 1964 Max foment 1174 Max V (Deduced) 1247 TL Max De f 1 L f 260 - TL Actual Defl L :x1444 Attribrtes Section Ona) Shear e; nO TL Def! (in) Actual .4.66 25.38 4.41 Dri ti cal 14.46 19.68 4.45 Status OK OK fil; Ratio 47% 78% 11Z. Fb (psi) Fv (psi) E (psi x mi 1) Fol Values lies Rase Values 875 95 1.6 625 Rase Adjusted 1128 96 1.6 625 Adjustments U Size Factor 1.34 Cd Duration Dr Repetitive Ch Shear Stress Cm Wit Use 1 Loads Uni f o ren TL: 1176 = A Point TL Distance 846 = R 1.5 r -,4 r r 26 Project: Warren House Beam ID: Header Description-: M6 Int ging Rearing wall door, Date: 111116 _. ch T i c e `{^?'L 4 rid' _L tt 2 Gondi tions In grade Values Min Bearing Area R1= 6.9 !n2 Data Beam Span 2.6 Beam Wt per ft 2.98 Reaction 1 566 Ream Weight 7 Reaction 2 566 Maximum V 566 Max Moment 54 Max of (Reduced) 424 I Max Lief I L 260 TL Actual De f I L I 01000 Attributes Section (in?) Shear Ont) TL Defl (in) Actual 7.15 12.26 0.02 Cri ti cal 2.24 ke . sb 4.08 Status Ulf 0K fel; • Ratio 45% 56% 2 Q. l''b (psi) Fv (psi) E (psi xmil) lac l [ Values Raae Values. L75 � 96 1.6 P125 Base Adjusted 121196 1.6 626 Adjustments OF Size F actor 1.50 Od Duration Gr Repetitive 'a Ch Shear Stress Om Wet Use Loads Uniform TL; 450 _ A • _?7 K Project: Warren House Beam LD: Header Desc:riptionr #26 Bay (under wing roof) Date: 1111196 Choice ?-1/8x 14-1/2 GLB 24F -V4 DF/DF V Condi ti ons Min Bearing.Area R1= 5 _ 4 i n2 Data Beam Span 9.0 Beam Wt per ft 7.97 Reaction 1 2601 Beam Weight 72 Reaction 2 2601 Maximum V 2501 Max Moment 7878 Max V (Reduced) 2:321' TL Max DAN l , L 260 TL Actual Lie f l L / 611 Attributes Section 4 i nV Shear 4 i n2) TL Def 1 (in) .Actual 57.42 22.81 0.21 Critical 29.29 26.64 4.20 Status OK U --COK Ratio 69% 78% 70% Ftp (pal) Fv(psi) E (psi x mil) Fc: 1 Values Base Values 2400 166 1.8 650 Base Adjusted 2400 165 1.:3 650 Adjustments Cv Volume 1.00 Cd Du rat 1 on Cr Repetitive Ch Shear }tress Cm Wet Use Loads Uhi form TL: 770 = .A 0 0 P: ojQ of : W annQ Y Hous e Ream I& Header Desopipta.onA #27 Open Archmi.y to Dining rC+C+m i Date; 1/11196 r Choice xw 12 DF -L #2 � Condi ti ons In Grade Values Min'Rearing Area R1= 1.5 i n2 Data Ream Span 8.0 Ream Wtper f t. 9.67 Reaction 1 2828 Ream Weight 77 ' Reaction 2 2828` ri. rs Maximum V 2808 Max Moment 5677 Max 'r (Reduced) 217:3 TL Max Def 1 L n/ 260 TL .Actual Def 1 L f 977 .Attributes Section (an3i Shear (ant) TL Defl (in) .Actual 72.83 29.3,E 0.10 Critical 70.77 34.31 0.27 Status OK OK f JK Ratio 96% 87% 27% Ft+ (psi) Fv Qzi) E (psi x mil) Fc 1 Values Lase Values 875 96 1.6 625 Laze Adjusted 962 95 1.6 €25 Adjustments OF Size F actor 1.10 Od Duration Car Repetitive Ch Shear Stress Om Wet Use Leads Ura! form TL : 700 = A 0 • Project; Warren House Beam ID: Header Description: *28;Door from kitchen to Family room Date: 1111196 29 Choi ce 4x 4 DF -L *2 Condi tions In Grade Values Min Reaping :ire a ; R1= 1.1 i n2 Data Beam Span 2.5 Beam Yet per ft 2.98 Reaction 1 660 Beam Weight ght 7 Reaction 2 660 Maximum % 660 Max Moment 412 Max V (Reduced) 506 TL Max Def 1 L f 260 - TI. .Actual Defl L./ >1000 Attributes Section O nQ Shear 0 Y.L2) TL De f l (in) Actual 7.16 12.26 0.02 • Critical 2.77 7.99 0.08 status OK OK O.K. Ratio S!x; 66 28 Ftp (psi) Fy (pal) E (psi x mall Fc: I Ti -y Values Base. Values 875 96 1-6 625 Lase Adjusted 121. 95 1.5 625 Adjustments CF Size Factor, 1.50 Cd l carat 1 on Or Repetitive Ch Shear Stress Wet 'Use Leads Uni f orm TL : 625 = .A 0 i • so Project:. Warren House Ream ID: Header Description: #29 Rear Family room window Date: 1} 11196 Choice 4x 12 DF -L #v V Condi ti oris In Grade Values Min Rearing .Area R1= 4.6 1 n2 Data Beam Span &0 Beam WE per ft 9.57 , Reaction 1 2849 Beam Weight 57 Reaction 2 2849 Maximum V 2S49 Max Moment .4272 Max ii' (Reduced) 1958 TL Max De f l L ,f 260 TL .Actual Defl L t >1000 Attributes Section Ons) !Shear (ins) TL Deft (in) Actual 72.83 29.28 0.04 Critical 53.27 20.92 0.20 Status CR U Cly. Ratio 72% ' 79% 21% Fb Cps!) Fv Cps!) E (psi x mil) Fc 1 values Base Values 875 95 1.6 525 :ase Adjusted 963 96 1.6 625 Adjustments CF Size Factor 1.10 Cd Duration r Cr Repetitive . Chi Shear Stress cm wet Use Loads U41 form TL: 940 = A 0 • 31 Project: Warren House Ream ID: Header Description: #29A Rear Family room windows Date: 1111196 Ghoi 4x 6 DF 42 ce -L Gold! ti ons In Grade Values 2 a"n Rearing Area R1= 2.2 i n2 7 E . Data Ream Span 2.0 Beam Wt per ft 4.68 Reaction 1 1417 Ream Weight 14 Reaction 2 1417 Maximum V 1417 Max Moment 1063 Max V (Reduced) 984 TL Max Deft L NO TL .actual Defl L >1000 Attributes Section n C i PtV hear (1 nD TL De f l (in) Actual 17.65 19.26 0.02 Gri ti Cal 11.21 16.54 0.10 • S tatus OK OK CX Rat! o 64% 81?:. 22% Fb (psi) Fv (psi) E (psi x mil) Fc 1 pial ue s Ease. Values 875 95 1.6 625 Ease Adjusted 1128 96 1.6 626 Adjustments FBF Size Factor 1.10 Cd Durat i on Cr Repetitive Gni Shear Stress Cm Wet Use Leads TTni form TL: 940 _ A .4 • 32 , Project: r ro je c:t : Warren House Beam ID: Header Des cript! on: #20 In fl oor above lei tc%era Date: 1,i12r96 Ghoi ce 3-1f 8x 12 GLE 24F -V4 LSF DF Condi U ons Min Rearing Area R1.= 2.5 i n2 Luta Beam Span 16.26 Beam Wt per ft 9.11 Reaction 1 1594 Beam Weight 148 Reaction ? 2476 Maximum S° 2476 Max Moment 8412 Max V (Reduced) 207 TL Max Defl L f 360 TL Actual Defl L � 395 Attributes Section (in?) Shear O nD TL Defl (in) Actual Y 76-00 37.50 0.49 Critical 42.06 18.84 0.64 • Status XK x OX Ratio 56% 50 91% Fb (psi) Fv (psi) E tgsi x mil) Fc i Values Base Values 2400 165 1.8 F;60 Base Adjusted 2400 165 1.8 660 Adjustments Cy Volume ' 1.00 rd Durat! on Cr Repetitive Ch Shear Stress !:m Wet Use Loads Increasing TL =' 2647 U[ni f o rm TL = 79 • r U 40 Project: Warren House Ream ID: Headers Des cri gti on.: *21 Ext Ki t bhenJ Laund'ry window Date: 1/12/96 V Choi o F _ 2 i c _ 4x� 14 DF -L � Condi ti ons Irl Grade Values. Min Rearing .Area R1= 2.9 1n2 Data Ream Spa& 6.0 Ream Wt ger ft 7.87 Reaction 1 2446 Ream Weight 47 Reaction 2 2443 Maximum V 2446 Max Moment 669 Max T (Reduced) 1918 TL Max De f l L J60 TL .Actual Iiefl L ,f /1000 .Attributes Section OnO Shear Ont) TL Defl (in) Actual 49.91 22.28 0.06 Critical 41.92 28.70 0.20 Status OK OK UK Ratio 34% 9% 22% Fb tgsi) Fv (psi) E (psi x mil) Fe 1 .Values Lase Values 876 95 1.6 625 Rase Adjusted 1460 96 1.6 626 Adjustments CF Size Factor 1.20 Cd Du rati on Cr Repetitive Ch Shear Stress Cm Wet Use Loads Uniform TL: 308 _ A • 14 Project: Warren House Ream ID: Headers Description: #21A Ext Ki tchen/Laundry window Date: 1,12/96 Choi ce N. 6 DF -L #2 V Condi ti ons in Grade Values Min Rearing Area' R1= 13 i n2 Data Beam Span 5.0 Beam Wt per ft 4.68 React 1 on 1 1218 Beam Weight 14 Reaction 2 1218 Maximum at 121 Max Moment 914 Max fir' (Reduced) 846 TL Max De f l L ? 264 TL Actual De f l L f >1444 Attributes Section (in?) Shear KnO TL Defl (in) • Actual 17.65 19.25 4.42 • Critical 9.641?�P�.36 0.14 OK VSs Status OK f_!K Ratio 66% 695 19% Fb (psi) Fv (psi) E (psi x mil) Fc i Values Ease Values 875 95 1.6 625 Ease Adjusted 112,E 95 1.6 626 Adjustments CF Size Factor, 1 . ?0 Cd Durat! on Cr Repetitive Ch Shear Stress Om Wet Use Loads Uni f6rm TL: 849 = .A • 35 Fpoje ct ; TP ai0ren House Ream ID; deader Description: *22 West Wing Family .area Date; 1/1219€ Ghol ce 12 CLR 16FIV2 DF/DF Condi tions Min Rearing .Area R1= 6.6 i n2 Data beam Span 10.25 Ream Wt per ft 9.11 Reaction 1 0711 Ream Weight 9.3 Reaction 2 2711 Maximum V 2711 Max Moment 9510 Max V (Reduced) 2987 TL Max Def 1 L / 350 TL Actual befl L / 452 Attributes Section (in?) Shear f ! nQ TL De f l (in) Actual 75.00 27.50 0.27 Critical 71.22 27.15 0.14 • Status. OK aK Cold i Ratio 96% 72% 78% Fb Cps!) Fv (psi) F (psi x mil) Fc: 1 Values Raze values 1600 165 1 _ 5 660 Rase Adjusted 1600 166 1.5 560 Adjustments Cy Volume 1.00 CA Du pat! on Gr Repetitive Ch Shear Stress Cm Wet Use Loads Uni form TL: 715 = .A Project: Warren House team ID: header Description: *22A West Wing Family .Area Date: 1112196 Choi 4A t,' ' DF-L #2 0e' ` C:ondi t1 ohs In Grade Values MOL Rearing Area R1= 2.0 1n2 Data Ream Span it.6 Ream Wt per Q 4.68 ' Reaction 1 .1259 i BWeight gilt 16 Reaction 2 1259 Maximum 4 1269 Max Foment 1142 Max §t' (Reduced) 920 TL Max De f 1. L � 260 TL Actual Defl L f >1000 Attributes Section ins; Shear t int j TL Defl `in) .Actual 17.65 19.26 0.03 Gr1 ti cal 11.62 14.68 0.12 Status CCK VK (JI; Ratio 66% 27%, Fb Cps!) Fv (psi) A (psi x mill Fc 1 Values Ease Values $75 96 1.6 625 RaEk Adjusted 1128 95 1.6 626 Adjustments • CF Size F actor 1J O Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use . Leads Uniform TL: 7A = A • 37 Project; Wannen, House Beam ID: Header Desc:ripti on: #33 West Wing Ext wall window Date; 1112196 Choi ce 4x :3 DF -L #2 ✓ r=oadi ti ons In Grade Values Min Bearing Dire a F_1= 2.8 i n2 Data Ream Spun 6.0 1?aam Wt Fp e r ft 6.17 Reaction 1 1728 Team ' Wei ght 31 Reaction -2 1728 Maximum V 172: Max foment 2160 Max V (Reduced) 1311 TL Max Lie f l L 260 , TL Actual Defl L >1000 Attributes Section (in?) Shear OnD TL Defl (in) 3 . 66' 25.08 0.06 Cri tl cal 22.7`l} Critical y 2J.6`+ 0.17 Status CK OK OK Ratio .74% 82% 32%. Fb (psi) Fv (psi) E (psi x mil) Fc� 1 Values i� al ue s Base Values 875 95 1.6 625 Rase Adjusted 1138 96 1.6 625 Adjustments GF Size Factor 1.30 Cd Duration Cr Repetitive Ch Shear Stress 7 Gm We t Q e.. Loads Uniform TL: 635 = A Fro -e of ; Warren House Ream ID: Meader Description: #15A West Wing Ext wall window Date: 1112196 4x Lail!il Ce 6 DF -L #2 Condi U ons In Grade Values Min Rearing .Area R1= 1.9 i rig Data Ream Sean 2:0 Ream Wt per ft 4.68 Reaction 1" 1200 Seam Weight 14 Reaction 2 1200 Maximum V 1200 Max Moment 900 Max fir` (Reduced) 822 TL Max Deft L f 250 TL .Actual Defl L >1000 Attributes Section Cin?) Shear (int TL Defl (in) Actual 17.65 19.25 0.02 CK ti. Cal 9.49 15. 1 Q 0.10 • Status OK OK CORY. Ratio 64% 68% 19% Ftp (psi) Fv (psi) E (psi x mil) Fc l ;values Ease Values 875 95 1.6 62 5 Ease .Adjusted 112 '95 1.6 625 Adjustments CF Size Factor 1.30 Cd Du rat i on Cr Repetitive Ch Shear Stress Cm Wet Use Loads Tini f o rm TL: 795 - .A 29 Pro je of : Warren House Beam ID: Header Desobipti on: *24. West Wing Ext Kitchen Gable window Date: 1112196 ':-! ✓ Chol ce Sx 9 GLE 16F -V2 DIF DF Condi t i ons Min. Bearing :ire a R1= 2.0 1 n2 Data Beam Span 4.4 beam Wt; per ft 6.8? Reaction 1 1111 Beam Weight 27 Reaction 2 2899 Maximum it 2599 Max Moment 2845 Max, V (Reduced) 2817 TL bass Defl L / 360 TL Actual Defl L ? i140 Attrl butes Section MO. . Shear Qn.2) TL Defl (in) Actual 42.19 2S S. 1 0 .0-_' • Grl U cal 21.26 25.61 0. 1:3 Status t atu s �7IyC.y OK til{ ' Ratio 51% 91:x. r 22% Fb (psi) Fv (psi) E (psi x mil) Fc 1_ Values Prase Values 1600 166 1.5 560 Ease Adjusted 1600 166 1.6 660 Adjustments tiv. 'do l ume 1.00 ' Cd Durat 1 on Cr Repetitive Ch Shear Stress CM Wet Use Loads Uhi form TL: 102 = Point TL Distance • 40 Project: Warren Hous a i Ream ID: Hea Ar Description: 425 West being stairs above rail (in floor) Date; 1/12/96 Choice 1-3/4x 11-7/8 1.8E iv TJM MIGR0=LAMB L VL K�- Gondi G oris In Grade Values Min Rearing Area R1= 1.1 i n2 Data Beam Span 6.26 Ream kit per ft 5.34 Reaction 1 864 Ream Weight 28 React 1 on 2 854 Maximum V 64 Max Moment 1121 Max V (Reduced) 632 TL Max Lief l L Y60 TL Actual De f l L ! >1000 Attributes Section O nQ Shear U n2) TL De f l (in) Actual 41.12 20.78' O . iii Gri ti cal 6.17 2.80 . 0.17 • Status OR OR OR Ratio' 10% 13% 6% Ftp (psi) Fv (psi) E (psi x mil) Fc 1 Values Raze Values 2600 285 2,0 750 Ease Adjusted 2604 286 2.0 750 Adjustments GF Size Factor 1.00 Cd Lha rat! on CP Repetitive - Ch Shear tress . Om `m $# e t' Uz e Loads U41 form TL: 320 _ A 41 Project: Warren House Beam ID: Header Description: #26 West Wing stairs (in floor) Date. 1/12/96 choice 1-3/4x 11-7/8 1.8E k►`S TJM MICRO=LANR LVL Gond! U ons Min Bearing Area R1.= 1.0 i n2 Data Beam Span 12.5 Beam WE per ft 5.24 Reaction 1 721 Beam Weight 72 Reaction 2 1041 Maximum v 1041 Max Moment 2424 Max V (Reduced) 1.000 TL Max De f l L 260 `l`L :actual Def! L / 631 Attributes Section 00) Shear} (inO TL Def! (in) Actual 41.12 20.78 0.26 Cri ti cal. 15.78 5.26 0.45 Status CCK OK OIK Ratio 18% 26% 67% Fb (psi) Fv (psi) E (psi x mil) Fc 1 Values Base Values 2600 285 2.0 750 Base Adjusted 2604 286 2.0 750 Adjustments Cv Volume 1.00 Od Drat i on Cr Repetitive Ch Shear Stress Cm Wet Use Loads Point TL Distance tance Par Uni f TL Start End 840 =B 10.0 72 =H 0 10.0 27 = I 10.0 13.5 L' Project? $t arren House, Beam ID: Cel 1 i Yips .ioi s is Description: #37 grid Floor Date: 1118196 f 42 Ghol ce 2x 8 DF -L #2 Q, 16 in. o Conditions In Grade Values Repetitive Use Min Bearing .Area R1= 0.2 i rig Data Beam Span 14.0 Ream Wt ger ft 2.64 Reaction 1 159 Beam Weight 27 Reaction 2 158 Maximum V 168 Max Moment 565 Max V (Reduced) 14S TL Max De f l L 260 TL Actual Def 1 L ! 655 .Attributes Section (in?) Shear (in21 TL Defl (in) Actual 12.14 10.35 0.26 • Cri ti cal 5.51 2.29 4.47 Status OR OR 0K Ratio 42% 21% 56% FL (psi) Fv (psi) E (psi x mil) Fc I Values Base Values 875 95 1.6 626 Base Adjusted 1208 96 1.6 626 A jus tments GF Size Factor 1.20 Cd Duration Cr Repetitive 1.15 Ch Shear Stress Cm Wet Use Loads Uniform TL; 20 = A 0 E 42 Project: Warren HouB e Ream I& Joists Deacrlptl on: #28 Deck Date: 1119196 Choice 2x 6 DFA #2 Q 24 Sri. o Condi ti ons In Trade Values Repetitive Use Min R e ari ng* Area R1= 0.6 int Data. Ream Spun 7.75 Ream Wt per ft 2.0 Reaction 1 095 Ream Weight 16 Reaction 2 196 Maximum V 295 Max Moment 766 flax V t Re du ced ? ?49 TL Max De f l L f 260 TL Actual Defl L / 274 Attributes Section t i nO Shear O n& TL De fl (in) Actual 7.66 8.26 0.26 • Cri ti cal 7.02 5.60 0.26E Status CK r ilk COX Rat! o 90 67% 65t, Fb (pal) Fv t psi) E (pal x mil) Fc l Values Rase Values 876 96 1.6 625 Raze Adjusted 1208 96 1.6 6,25 Adjustments CF Size Factor 1. 2O -Cd , Duration Cr Repetitive 1.16 Ch Shear Stress CM Wet Use Loads Uniform TL; 100 _ A 44 GIRDERS. Project: Warren House; Beam ID: Girders. Description: #29 Main n house under 1st floor- Date: 111 IR6 C1101 ce K S. DF -L #2 Condi t7 ons In Gr=ade Values Min Rearing Area R1= 2.6 i gig Data Beam span 7.0 Beam WE per ft 6.17 Reaction 1 1697 Beam Weight 4:3 Reaction 2 1597 Maximum ti. 1597 Max Moment 2794 Max V (Reduced) 1221 TL Max De ,f 1 L .f' 360 TL Actual De fl L 607 Attributes Section (KO Shear= t nO TL Deal (in) •Actual 25.38 0.14 CrIti cal 2jjTj9.48 20j�� .86 0.23 Status Ratio 96% 82% 59%, Fb (psi) Fv € F,si) E (psi x mil) Fc* l Values Base Values 875 96 1.6 626 Base Adjusted 1128 95 1.6 625 Adjustments CF Size Factor 1.20 Cd Duration Cr Repetitive. Ch h Shear Stress Cm Wet Use Loads Uniform TL : 460 = A a • t 46 Project: Warren House- ause:Ream ReamID: Gi rders Description: *40 U der Kitchen Floor Date: 1118196 Ghol ce 4x 8 DF -L #2 Gond"i orris In Grade Values Min R e ari rig Area R1= 2.1 1 n2 Data Ream Span 7.25 Ream Wt per ft 6.17 Reaction 1 1291 Ream Weight 45 Reaction 2 1291 Maximum V 1291 Max Moment, 2240 Max V (Reduced) 1076 TL Max Def 1 L .!' 260 TL Actual Defl L ! 700 Attributes Section ( a ril l Shear f a n2) TL De f l fin) Actual 30.66 25.28 0.12: G ri ti Cal. 24.69 16.99 0.24 • Status. OK OK OK Ratio 81% 67% 51% Ft+ psi) Fv Cpsi J E `psi x mi 1) Fe 1 Values Rase Values 976 95 1 _6 625 Rase Adjusted 11J8 95 1.6 625 Adjustments CF Size Factor 1.20 Gd Lia rat! on Cr Repetitive Ch Shear Stress Cm Ws t Use Loads Lads Uni f o rm TL : 060 _ .A • 46 s Project: Warren, House; Beam ID: Gi rdjers Description: 440A Undep Kitchen Floor, Date: 1118196 Gh0i ce 4x 8 DF -L #1 Condi ti oris In Grade Values . h a n Bearing Area. R1= 2.1. !n2 Data Beam Lipari 9.0 Beam Wt Rep ft 6.17 Reaction 1 1= 21 Beam Weight 515 Reaction 2 1321 Maximum V 1321 Max Moment. 2972 Max. V (Reduced) 1144 TL Max Def 1 L NO TL Actual Deft L f 471 Attributes Section (in?) Shear On'Q TL Deft (aril Actual 30.66 25.38 0.23 C ri to cal 27.46 18.06 0 . ?0 Status OK OK OK Ratio 90% 715 76% Fb (psi) Fv (psi) E (psi x mi l ) Fc 1 Val ue E Base Values 1000 96 1.7 625 Base Adjusted 1200 95 1.7 625 Adjustments CF Size F actor 1 . ?0 Cd Du rata, ori Cr Repetitive Chi Shear Stress Cm Wet Use Loads By1 form TL: 288 = A j • • 47 Pr�:�e �:t : �'ar3+�Fi iFlcus Ream ID: Girders Description: *41 Rack Porch Date: 1118196 Choi C e 4,G %3DF -L #2 c; V Gondi ti � ins In Grade Values Min Reining Area R1= 1.4 1n2 Data Ream Span 8.75 r=eam Wt ger f f 6.17 Reaction 1 902 Ream Weight 64 Reaction 2 902 Maximum V 902 Max Moment 1973 Max V (Reduced) 777 TL lax, Lie f 1 L / 264 TL .Actual. Defl L 688 AUK butes Section OnD ;hear (int) TL Defl (in) .Actual 10.66 25.08 0.16 G& U Cal 20.81 12.28 0.29 ' Status OR Ox t'1{ • Rat! o 68% 48% 62% Ft (psi) Fv (psi) F (psi x mil) Fc: I Values Rase Values 875 95 1.6 626 Rase Adjusted 1128 96 1.6 625 -Adjustments CF Size Factor -1.20 � d. Du rat 1 on Cr Repetitive Ch Shear Stress CM Wet Use J Loads LTni form TL: 200 = A • • • • 48 Project: Warren House; Ream ID: Orders Description: *42 Rack Decd Date: 1118196 Ch. o ice pix 8 DF -L *2 ✓ r_ ondl tl ons In Grade Values Min Bearing .Area R1= 1.8 i n2 Data Ream Sagan 7.5 Ream Wt per ft 6.17 Reaction 1 1101 Ream Weight 46 Reaction 2 1101 tax i mum V 1101 Max Moment 2065 Max V (Reduced) 924 TL Max Def 1 . L. =160 -TL .Actual Defl L ? 767 Altri butes Section (in?) Shear i i n2 j TL. Lie f l (in) Actual 20.66 26.28 0.12 Critical 21.75 14.59 0.25 Status Ox. � aK. OF. Ratio 71% 57'x. 47:. Ftp (psi) Fv (Q) E (psi x mil) Fc 1 Values Rase Values 875 95 1.6 625 Rase Adjusted 1135 95 1.6 625 Adjustments CF Size Factor 1.20 02 Durat i on 'Lr Repetitive Cl -i Shear Stress Cm Wet Use Loads Uniform TL: 238 = A 0 4 Project: W arren House Beam ID: Header Description: 943 Ba: floor Date: 1/24/96 GhoI c 1-,3/4x 9--1/2 1.8E WS TJM MICRO=LAIR LVL Condi t! ons Mi n, Rsari ng .Area R1= 1. 3 i n2 Data Beam Span 3.0 Beam Yet per ft 4.27 Reaction 1 1267 Beam Weight 34 Reaction 2 1367 Maximum V 1267 Max Moment. 27?4 Max V (Reduced) 1097 TL Max De f l L ,f 260 TL _Actual De f l L / 763 Attributes Section (in?) Shear (InO TL Defy (in) Actual 26.32 16.62 0.13 Critical 12.22 0.27 Status OK OK COX Ratio 46% 36% 47% Fb (psi) Fv (pal) E (psi x mil) Fc 1 Values Base Val ue s 2600 286 2.0 750 Base Adjusted 2634 286 2.0 750 Adjustments Cv Volume 1.00 Gd Du rat i on Cr Repetitive ChShear Stress F_.rii Wet Use Loads Uni f ran TL : 333 = A 5 5-1* u7= ,��salhs) x7as'so�n1= , as3�5 /bs /52) O i b 5 dE7;Cllla C4,' GAS/nI G- Si,i� COME �rL .0J1771' X15 �IiDWE3 �C�b�Ct��oST(�uc„�ds¢r�n��c � W - �.�7(�/��X9'��ga1 t 5`x 5a/6arci ssq,✓ = 30lov.9 /b5 -- G�SinIG SN�-�hC(:v�►� �c-�i� cainfGYG�osT /x.61' : a= �e,o'�� �',�, lSK— 6)0iZ IS X18 X$DrwoFobT/,JG- �)� >°Ei�I�i�1/�Ic- �✓}cro PdRc� •PosT Coucm,�s ��n�l �/� �� sI/ x7ftu--a9C3 PL,-e-Faor4,1Tc Roos- ,�, /65 3, q ave ��►ue��3s� /� 5v�� � 6 5a /bs �����G c�4aTl IS rju.dc�ED ye //5(0'� F007746 - l7 Ai�d774G5 4M/Ad:x ?OIAJ7- LaYvS CI /3 d, lL,'do>,, • �! �3,5 ya-- �75� /�. a,C. E/D �o�i�(r y�/D� Ta/ C7d -17- /8''"AR ON � /a69 f4r- &A,21/o�Le V-,-, ',y l�" Cv , o�. C -M fgZi 6dAWWQ 47' 'rs' $L.� WW65 Cdit# 8"�r/SCdCG, 7::iV77)6 S /,'`f 425JiC '>4nd J l d /WNMA5 t i/Y154* -+ i 7 + 9.4-;r-Wbs -f 9055- tVsl6s sifS/as - c2 16s /�''Xea- coNc,»�r�a� = alb. �,l�) `/y� _ � Ssq.�r �- �. ��s�.Fr .•. o,� 4�E /AW 6"e641c. d ac,- dry& -e, /9"P> b0'- Od.iC W77�6�--,e/ ' 5/,�� L �i1 L-72/D� Fca4DgT1d,jp) 4A*,cejFoo-N4::5- CW4000'71— ree*14/d/)!. PVAIY4*1,,.7., ®lam (C aYr GE) o?N D FtoDrL (5r r"W— u1 CvNC, Fb674C-_ /80 .1 =. �ys�= /• �S's� Fr , 5� 5�.FT .', �� �5� /,mow 8"cd�rc. F3c�c,,� ave /.� "X�a•:.a� Cv�J� �aT�,d � � /��� ,��.�� I w_ (4)601b..4 x7's?tel AF/)c/gJ"C'odC, ft) or/nil- = 32�5r�,ir�t/ �= a.aSSC?Pr%o?./ s�. .Y, �r/7,8-1,.':d� /i1.5i,J6- S4�M C ug- 2)&-r�f&- 4d "w 5/xv b r-pd,T /S- 3,5- tea-- = . ' 8t-, WF, IOOPLF �k Wim► TRUS -7011- -hPrZI FICU GO'be '?41Gc 14 . , • ; /�Z7J11 �S 7�11Sc7D�STs fj'l •/D ���9�11 u1 icc.. i��'C.C. /�3 PLF � /do .�. P1,C. • 1.'TS inT /%1/�I i�d ct�EGJ/�1(,s fa %Z` SP9��1� ✓ • O WA 9Z/'7.rzl�5 Trill -T /a'6P*4 (A)lu- sGLF Ole— 92"7 r/as�� r 15 �o�srS e�"o,e �a AV6e*AJ -GrJF�i� �ST�(�dJ✓�3DtST<, To 14'60/ J ✓ (5o Ihsi = IoG.SP[P /� �� l7Tl�iS TieclS.Td �sr /fT /�'S,r' l cJa L Ate- 7I(o PLF } 64.5 464- ��flv e levo 0,C. TO I � 9� 1 u6C /l7/,r"TaJ761)1= T.us Zo I-�,T-, e /�"o . c. -ra IV' 6f*j 0 117�� Tv-rlas Tis i.vlerp, 4r /8'c;ef4 p4tL 93 PSP > 73,/s �� Flo C/o All�B'V:gta ,bt-TeA.5 in .5730 /G �'��C'. m li�rv'PI—W i '• 1 • I .I A. E , 01/17/96 10:04 FAX 916 925 2564 ` IWS JUIST SACTU igJ UU2/ UUZ 01-17-1996 - Ti-Sizing(TM) Page 1 of 1 08:58:54 v4.42 115030104 S1001 324152 MAST siz TRUS JOIST MACMILLAN 819 W. STRIKER AVE. SACRAMENTO, CA 95834 USA Phone: 916-649-6835 / Fax: (916) 925-2564 t/ ------------------------------------ =............................................ ............................. -......... Name: RANDY RAATZ Project Name: Richard Don Designer Builder Page Title: c��� ,t��i�✓E: < D� ��5�) J Based on Allowable Stress Design (ASD) NER building code for TJM products available through Distribution(Residentiat) ------------------------------------------------------------------------------------------------------- Application........ Floor - Res. Deflection Criteria (MR) Member Use ................ JOIST Load Classification....... Floor LL Deft TL Deft Member Top Slope(in/ft)... 0.000 Load Duration Factor....... 1.00 Span 1 L/480 L/240 Roof Slope(in/ft)......... 0.000 Live Load(psf)............. 40.0 Floor'Decking................. G Dead Load(psf)............. 15.0 Repetitive Member Use......... Y Reinforced Overhangs........ N/A LOAD: Class LDF Begin, End Live Load Dead Load Comment 1 Unif(psf) Floor 1.00 141- 0.00" 161- 0.00" 0 15 Repl 2 Conc(Lbs) Snow 1.15 161- 0.0011 143 192 Add Roof & Ceiling 11.875" TJI(R)/250F JOIST @ 16.0" 'o/c 161- 0.00" ------------------------------------------- S I Z E A N A L Y S I S - A S D ----------------------------------------- This analysis for TJM products only! Substitution voids this analysis. IMPORTANTI The analysis presented below is output from software developed by Trus Joist MaCMiLLan(TJM). Allowable product values shown are in accordance with current TJM materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others, have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJM Engineering.. Full depth blocking is required at bearing 2 Member analysis excludes load 2 Maximum Design Allowable Control Shear(lb) 580 580 < 1420 245% LT. end Span 1 under Floor loading Reaction(Lb) 580 580 < 1015 175% Bearing 1 under Floor loading Moment(ft-lb) 2294 2294 < 4550 198% MID Span 1 under Floor loading Live DefL.(in) 0.227 < 0.400 L/846 MID Span 1 under Snow Roof loading Total Defl.(in) 0.315 < 0.800 L/609 MID Span 1 under Snow Roof loading Span 1 . Max. Reaction TotaL(lb) 580 822 Live(Lb) 42001.15) 470(S1.15) Crt. Reaction Totat(lb) 580 822 Live(lb) 420(F1.00) 470(S1.15) Required Brg. Length(in) 1.75(W) 1.75(W) _ Max. Unbraced Length(in) 43 Copyright (c) 1995 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. TJI(R) is a'registered trademark of Trus Joist MacMillan. TJ-Sizing(TM) is a trademark of Trus Joist MacMillan. i Richard Daun Designer/ Builder 39 Elm Street, Quincy, CA, 95971 (916) 283-0168 CA LICENSE #494748 MARCH 18, 1996 Butte County Building Dept. Attn: Linda Sexton. Department of Development Services 7 County Center Drive Orroville, CA, 95965 Dear Linda, Here are 2 sets of the' revised energy compliance forms that you requested. Yours truly, Richard Daun I i i CojjNry OF BUILDING pF�pr� Ibi�6n' z ® 1996 10 :7 Point System Summary: Climate Zonel1 P -2R BUILDING DATA Conditioned Floor Area 57Number of Stories - SlablRaised Floor Check all applicable Unit Type condition(s): [� Single Family Detached (SFD) (] Addition Alone . [ ] Single Family Attached (SFA) [ ] Existing Building (J Mufti -Family (MF) (] Existing -Plus -Addition SCORE CARD Measures 1. 2. 3. 4. 5. • 6. 7. 8. 9. Point Scores Ceiling Insulation Fenestration Area % North R -value [38] /3 or East South a. West R -value [19] Skylight Total or Point Scores Ceiling Insulation or •=' Wall -insulation R -value [38] /3 or U -value 10.0281 R -value [19] U -value [0.065] Raised Floor insulation or R -value [19]< U -value (0.037] Slab Edge Insulation 11., or t� R -value [0] F2 factor [0.75] Infiltration Any Ducts in Unconditioned Space?'( Y! N) Fenestration Heat Lossa- %QqL Type U -value [0.65] Total % Fenes. I 16 Sum 1-6 Fenestration Heat Galn % Fenestration SCShade open Etf. % Fenes. North (o x East D x South 4�2.14 x = IT West x Skylight x = Overhangs? ( Y /N) , Interior Thermal Mass /v} or 9'o Ed1 I20] Int Mass/CFA Exterior Wall Mass '�/ Ext Wall•Mass 10: Heating System x _ f,; : % +': .;'• ,, �,,. AFU or HSPF Dud Effic. [t story: __• ... ...:. 178% or 6.81 0.83; 2+ story: 0.881 `11. Cooling System ,6 x _ SEER 110.O1 Duct Effic. [t story. 0.81; 2+ story: 0.871 12. Water Heating , Shade Eff. Ratio Z.. - Effective or HSPF ?;. 7 ": Effective SEER System V; � , �� Nd 4E Heater T pe Ener y Factor Ext Ins. R -value Auxiliary Input [sGSO [x.53] [121 [None] System 2 • . •. Heater Type [None] Energy Factor . Ext Ins. R -value Auxiliary Input • i AMA) ea0l&.vG4»d htd7 t��3?�Yi h1,4�a/S, l , D Zonal Control Adjustment [0] Zonal Control i Adjustment [O] aIl�� Distribution [STD] Distribution. . Point Total: Point Goal: Sutra 7-9 t Mandatory Measures Checklist: Residential MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER I ENFORCEMENT Building Envelope Measures• V '* §150(a): Minimum R-19 ceiling insulation. §150(b):. Loose fill insulation manufacturer's labeled R -Value. * §150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). �* §150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors.- / §150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission fate no greater than 2.0 perm/inch. §118: Insulation specified or installed meets California Energy Commission quality standards. Indicate type and form. F/6ex-FrrAe,S a4 '9LA� ter:5 Y §116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls a Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. §150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. §150(f): Special infiltration. barrier installed to comply with §151 meets Commission quality standards. §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces hay a. Closeable metal or glass door s . b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures §110 -13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. §1500: Setback thermostat on all applicable heating systems. �/ f §1500: Pipe and Tank Insulation .1 1ndirgdt*J4Maiep#M ffUW-5WVd9 tanksmibackup cola; hot water ve-insulation ). 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater). N/All hi- ersgstem. 4. Cooling system piping below 55°F insulated. N SrRiPiNgansulated befweeeating�sou :Vr * §150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC Sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have badkdraft or automatic dampers 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers.. %/� §114: Pool and Spa Heating Systems and Equipment 1. System is certified with 780/6 thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. / rJ - 2. System is installed with: a. At least 36' pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa 3. Pool system has directional inlets and a circulation pump time switch. §115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously buring pilot light. (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.) Lighting Measures,' §150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. i Revised January 1992 is Certificate of Compliance: Residential O r -r . PAW—r'_ 5{� M 11_ ..., , (Pagel of 2) CF -1 R Budding Permit a Plan Check I Date Field Check I Date Compliance Method (Package. Pant System or Computer) Gtmate corn crimroement Agency u&e unry -13 GENERAL INFORMATION - 36 Total Conditioned Floor Area: 41518 to Building Type: Single Family Addition (check one or more) Mufti -Family Existing -Plus -Addition Front Orientation: North / East / Southe All Orientations Rear. Right..... (Input orientation in degrees arch ore.) Number of Dwelling Units: �- Floor Construction Type: Slab /(Raised Floor (cirda one or both) BUILDING SHELL INSULATION Construction Component Insulation ' Assembly Location/Comments Type , R -Value U -Value (attic, to garage, typica Wall ............ -13 • Wall .. Root ............ - 36 Roof ............. ` - Floor ............. 4PPN';(=)W*�� . Floor.... .... Slab Edge.... ( ) (C) • FENESTRATION Fenestration Area Fenestration AZ EXTZ--&de_ cy aP Nva'- (_rY?,) ' D y59- L Shading Devices Interior Exterior Overhang Framing Front..... ((,c)) �fiDEDG $Unl DS It161�E �0 Y/n1 YL Front.... Left....... 4-q 4PPN';(=)W*�� . Left....... Rear ..... ( ) (C) 'W e3e 77WE Rear. Right..... ( ) (5) � , .. 4z=--� Right..... Skylight ( ) ....... ,, _— Skylight ....... .THERMAL MASS Type/Covering awNadD$s@ AMI M'-- Area Thickness 0 C_prtifiratp of Cmmi3flance: Residential (Page 2 of 2) CF -1 R HVAC SYSTEMS combined hydroruc data under Water Heating Systems. except Design Heating Load. Note: input hydromc or Heating Equipment 77 , :. Minimum -"Type Distribution and ` `' -- - Duct or -• . -. - : . Heat Pump Type (furnace, heat Efficiency-, — Location • - Piping . _ Thermostat T Configuration (split or acka e pump. etc.) (AFUEMSP ducts/attic. etc. i; U D')'wie,LZ R -Value S�TBriC.�G Cooling Equipment Type (air conditioner, Minimum Efficiency Duct Location Duct Thermostat Configuration heat pump, eva . cook ►� c�A a�Jc� SEER attic, etc. o do cap �a� ��� R -Value - ,v T Sir: r�crG sin or packagel s���T WATER HEATING SYSTEMS Energy' External Rated Tank Factor or Tank Water Heater Distribution Number Input (kW Capactty Recovery Standby' Insulation Type Type in System or Btu/hr) (gallons) Efficiency Loss (%) R -Value • _ slsotrk rolsunos and Met paetp wew hours• list Energy Factor. 1. For amall gu storepe (rand Wout S 75.000 Bt *A- E antd Stancby Loss. For large go stoops wsw heaters (rand krput a 76.000 BtuArl. fat Rued krpue, Asoowry ciency For Instanureoua pss water hours. list Rand Input and Rsoasry Efficerwlr. _ SPECIAL FEATURESIREMARKS (Add extra sheets M necessary) _ COMPUANCE STATEMENT This certificate of compiartce lists the budding 1eaGxes and pertotmanm spefs�ations needed � ��% "^� Title 24, Parts 1 and 8. of . the California Code of PAgt►laliom. and the adlttirWAll" regutatiota b implement lhem. THs oertdicate has been signed by ui individual with overall desgn respontfiblity. Who ft oerfi IMN of �� is s&nmed foror a sn< o buiding pan to be bail it h multiple ` orientations, any # aft teatune that is varied is indicated In ft Spedal FeallNO&Pemarks section. Designer o Owner per Business & ftle elons Codi) Documentation Author ' Name: Name: Tide/Firm- Address: Address! S tT Od Telephone �5/7A& l curs► _.._.- ......�.... _ .,.,.,.. _ _....._- . (datel „� . l�'rt"ai , (oars► • FA Enforcement Agency ,Tide Telephone: tspnaarvatamPl-. lam:' ' CJ Point System Summary: Climate Zonel1 r . f P -2R Project Title Date BUILDING DATA Conditioned Floor Area 5'% Number of Stories r�- Slab/Raised Floor Check all applicable Unit Type condition(s): [ Single Family Detached (SFD) (] Addition Alone [ J Single Family Attached (SFA) (j Existing Building [ J Mufti -Family (MF) [ J Existing -Plus -Addition SCORE CARD Measures 1. Ceiling Insulation or, R -value 1381 U -value 10.0281 2. Wal( Insulation /3 or R -value 1191 U -value (0.065] 3. Raised Floor Insulation _Q-9 or R-value(191• U -value 10.0371 4. Slab Edge Insulation �14 or R -value 151 F2 factor 10.751 5. Infiltration Any Ducts in Unconditioned Space?-( Y / N) [Y] I V aCr � • 6. Fenestration Heat Loss � / filL e1q /� a • Type U -value 10.651 Total % Fenes.1161 7. Fenestration Heat Gain % Fenestration SCShade open Eff. % Fenes. Shade Eff. Ratio North .. �p x East D x =� South,, x = West x = Skylight x = Overhangs? 8. Interior Thermal Mass /v or '�� Int Mass/CFA 9. Exterior Wal[ Mass Ext. Wall Mass 10. Heating System x_ r. AFU ffic.l or HSPF Duct El story: Effec 178% or 6.81 0.83,2+ story: 0.881 or HSPF `11. Cooling SysterrL 14,6 x . V _ $_ SEER (10.01 Duct Ethic. 11 storr.. Effective SEER 0.81; 2+ story: 0.871 12. Water Heating System 1'^ `•�5 ._ , g� —/.ti Aid Ok_ Heater Type Energy Factor Ext Ins. 2 -value Awdliary Input . JS t 10.631 ( 1 [None) System 2 1 • .. Heater Type [None] Energy Factor Ext. Ina. R -value Auxiliary Input ewe, N�SKC �l7/a • d � �X�' 1 A)04 eFC/&lu#P4 Point Scores D Zonal JControl Adjustment 101 Zonal Control Adjustment [01 Distribution [STDJ Distribution , . Point Total: Point Goal: Sum 1-6 Sum 7-9 a 1- Fenestration Area % North / / I Easter Southam a o?. West Skylight O ' Total Measures 1. Ceiling Insulation or, R -value 1381 U -value 10.0281 2. Wal( Insulation /3 or R -value 1191 U -value (0.065] 3. Raised Floor Insulation _Q-9 or R-value(191• U -value 10.0371 4. Slab Edge Insulation �14 or R -value 151 F2 factor 10.751 5. Infiltration Any Ducts in Unconditioned Space?-( Y / N) [Y] I V aCr � • 6. Fenestration Heat Loss � / filL e1q /� a • Type U -value 10.651 Total % Fenes.1161 7. Fenestration Heat Gain % Fenestration SCShade open Eff. % Fenes. Shade Eff. Ratio North .. �p x East D x =� South,, x = West x = Skylight x = Overhangs? 8. Interior Thermal Mass /v or '�� Int Mass/CFA 9. Exterior Wal[ Mass Ext. Wall Mass 10. Heating System x_ r. AFU ffic.l or HSPF Duct El story: Effec 178% or 6.81 0.83,2+ story: 0.881 or HSPF `11. Cooling SysterrL 14,6 x . V _ $_ SEER (10.01 Duct Ethic. 11 storr.. Effective SEER 0.81; 2+ story: 0.871 12. Water Heating System 1'^ `•�5 ._ , g� —/.ti Aid Ok_ Heater Type Energy Factor Ext Ins. 2 -value Awdliary Input . JS t 10.631 ( 1 [None) System 2 1 • .. Heater Type [None] Energy Factor Ext. Ina. R -value Auxiliary Input ewe, N�SKC �l7/a • d � �X�' 1 A)04 eFC/&lu#P4 Point Scores D Zonal JControl Adjustment 101 Zonal Control Adjustment [01 Distribution [STDJ Distribution , . Point Total: Point Goal: Sum 1-6 Sum 7-9 a 1- CJ Mandatory Measures Checklist: Residential MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Building Envelope Measures- §1 easures- /� +` * §150(a): Minimum R-19 ceiling insulation. W__'30 §150(b):. Loose fill insulation manufacturer's labeled R -Value. * §150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). l* §150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. §150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission f; greater than 2.0 perm/inch. §118: Insulation specified or installed meets California Energy Commission quality standards. Indicate type and form. 1`/gene frc 5 Fes' a4 &Alit rz" §116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. §150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. §1 50ft Special infiltration_ barrier installed to comply with §151 meets Commission quality standards. §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures §110 -13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. §1500: Setback thermostat on all applicable heating systems. §1500: Pipe and Tank Insulation N� ve-oinsulal 1. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R4 or greater). Aj% 4. Cooling system piping below 55°F insulated. ..SPRipipginsulated•betweer�eatin�sou * §150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC Sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers.. §114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36' pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa 3. Pool system has directional inlets and a circulation pump time switch. §115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously buring pilot light. (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.) �. Lighting Measures' ,•.I :.. §150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. Revised January 1992 t DESIGNER I ENFORCEMENT .n STfZUGTU��4� Cof�.COVU.'A,% 1ONa Prepared by 1NEB57ER ENOINEERINO P.O. Sox 74ci (ci16) 283 -ill l Gtuincy, Ga. Ci5,:1`71 �T✓ Gourt St. Wages 1� Date 3-��-�t� Job # q4notvl, rvn� nine I 92 :3- 50 SIi11.15 5 SIJIIARI: • �,+;.� d2 JB2 100 SII EEIS 5 SOUARE n a7.�R9 200 SIIEEIS 5 SOUARE -D I- it C, � ° 11 11 O 11 If U dl -D I- aZ COt jr 12A Ll N -C, c� S. _ L •7 23.5 -z3x12,1=3,=� 'SEAS N-tt�- Zri I nTL lit s = (ZxS.t LO) E (C( x �O� = l�io Pl- OL s (21G A7 t t��. = i x l'3 �, s = 11 x"32 , l l c.5 ! �. j Q /1/1,7 � o t 1�x'LIZ per- (.1 t-Llto �ClS M. C. M� x- ld °la . - a , lox GR l = �9 7(,o:z t?a4 vat V'Y' 7 cz > L -( Ci 15 4 �� V� VPSZn�t2S F�v(1S �S. ��(�('�1(znc,.�5 AtSD 'pcSt4r.� AS Si:.t'C.II.�a�`.ON q • Ai -ZZ. a • CE/> w► �u� R.00w�� Z Q C tMK► , rAQ%�n) 3 lco� 3 rZ r3l ; I 4�`S•b PLt- I i �,u i �.► n l Tv (L�:p4��-, Int S , 2S 4 13 22.`i = x{08, E:5 F M1-105 ,3 k 7-b Ckq" T =511-3 cam $6x1,33 a c z ut,A'c cil '� 1t 4'c /�.T S uQ P �Y1, i �� L A <i,(gS �4 25 I D � Rte. 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(� • erznes (3 zA ti ) R bl�M7 I�ciW 1�; S 5 Lu �cr�c-i D, P- A = 7-36v-* 0� � D = 11q3'r►Z = f432�' Zv x 8 RS : I,C-tl LokS. 433.5 A17P<- 1 DIA -N D(3L- ToP PL.At O FofL— 'L7,tc 4-733 + 1LI32 = 454s--*' Z kAAS Pip- RS `S t wl s n-- PAs.-�k,5 cr— 11tL % S_ SIL PAY weed @ 4"Y� -3Z.� 2s3.6 FOR k4o�z r:)Cw.1, S ; x tL53,(o�— �Z YtJoL.:) =Z213,� ti Vic l D Z-� CU DPS SItAS w�SsQ (Ca (Wt.1D1- NAIL" qji-Lov`^- P(A'l'z JQLST i3wr-lc1NC, W/16 SIMIZ4.3 CZ, �1�,./ "t Lt L :b S PAC -p- tb 3 itv e car_ � " 99L R bl�M7 I�ciW 1�; S 5 Lu �cr�c-i D, P- A = 7-36v-* 0� � D = 11q3'r►Z = f432�' Zv x 8 RS : I,C-tl LokS. 433.5 A17P<- 1 DIA -N D(3L- ToP PL.At O FofL— 'L7,tc 4-733 + 1LI32 = 454s--*' Z kAAS Pip- RS `S t wl s n-- PAs.-�k,5 cr— 11tL % S_ SIL PAY weed @ 4"Y� -3Z.� 2s3.6 FOR k4o�z r:)Cw.1, S ; x tL53,(o�— �Z YtJoL.:) =Z213,� ti Vic l D Z-� CU DPS SItAS w�SsQ (Ca (Wt.1D1- NAIL" qji-Lov`^- P(A'l'z JQLST i3wr-lc1NC, W/16 SIMIZ4.3 CZ, �1�,./ "t Lt L :b 1% 22-141 50 SHEETS 22-142 100 SHEETS. , 22-144 200 SHEETS z � � c d r � a Z 22-141 50 SHEETS 22-142 100 SHEETS. , 22-144 200 SHEETS o w' I c - LA. . DAPtaa;, ,,^ (GStu�=ns . t'�Jlr�-S 32Z� •� t 2.25 ��.L � SZa5,S�2 = �� 1.3�/F-i � S t-I�ArL pp i�c.�, i s `i psi n� �' R.�.S t 5 � 5 S Z-�t 5 •S � Iib1(L.T.i PW w// 6 c G� q L CtL Pzz� C,,aP4;—ui— 21v,ci) -1<oa* 'o(.4- 41 L oi txtv—t=lQofol Ufm--t 1,4w S Zgs.S �klSk-t = y -J -Q to �.6-7 tom. � D B is �� s5 � 13 � l ►� E � � *=— Z ` --�. Use -T(L4rnLA .2� orL e(x N.+fl. klt',h "571-55 (L� I NOS 8 N 5 TeAM LVA t..e.. 0 7 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS C- D k) C 6)S Lon it 07 41 ri 41 cz F zt _ N o LecA' y 41 &A W W W xxx N N h NOo O H -ra aav N A M 04C4C4 Jaz w� R�->✓�� Q�v >_ -= V2 <,-,i LS , Zv T. (l.4.7z tvJ A," j YS L") C jw.Nt-<-t uN 1 cA., C-L�t A N,-4 Z �Z,��4t; — 2'16Z.5�3 Z�1 S� C,wu<- @.►JA«- (� ed @., h��s : 2.1� � Lz 4o" S%• C*3 `1Z, wA L,-- jtiS Ct— 86 K 113 - l-l� s• µrnz ��i y� ai. tx-tA I" Pal "�' �� - _ .� ,�_ � `�5� .S �[•� < �f 315 v5�— 1&1)Pu 7J ZS r co/L �tl(L g,,y� Duwt"-), From AFFIDA VI T REQUESTING DUPLIC'A DON OF PL4NS . (California Health and Safety Code Section 19851} P02 .The official copy of the building plans may not be duplicated without written_,oermission from the ortified, ' licensed, or registered professional, if any, who signed the plans and the building owner. 1 hereby request duplicate copies of the building plans on tale with the Butte County Building Division for C) "J 1-A Z , Permit Number - Q33 and the building known as _ �� cC'N`brt pfolGf {xNudaeo or 6wbMa NYIM) . �''- r t am aware of the following three provisions of the Health and Safety Ccde as follows: f' 1: That the copy of the plans shall only be used for the maintenance, operation, and use of the Wilding. 2 . That drawings are instruments of professional servic::e and are incomplete without the interpretation of the certified, licensed, or registered professional of record 3. That subdivision (a) of Section $516.25 of the Business and Professions Code states that a licensed architect who signs plans, specifications, reports, or docuinents sha li not he responsible for damage caused by subsequent changes to, or use of, thou plans, specifications, reports, or documents where local governmental agencies, are not authorized or approved by the licensed architect who originally signed the plans, specifications, reports, or doo-iments, providc:d that the architectural service rendered by the architect who signed the plans, specifications, reports, or documents was not also approximate cause of the damage. Current Building Owner/.__ Design Professional of Rt%;ord: Signature of person requesting copies: Printed or typed name of person requesting copies: , �.�J2l:1 ,J Date: 3�„1 I S l 9 i _ Address: D 7 M C - C" ���c V Reason for requesting d}rplicated set of plans:n� Cc..-� -_; c� • ; ;��� D S QT For l3pildlhg Depanrneentr Use 1`1 Owner Permkvion received. Date .Sent, I Prajf"iunal Permission received - Date N.ept: Recclpt Numbcr: Date) tecezuarL• • lhaeltr�oet<Hed.� Mttrttr 1996 s' a �f Incd*T,,04)D12rdE 8,*06-6}Z1 cam., o �• y . a d44ya9 lqq4 'R CCFep -14A D�7S/I�JE�3KKD Pr ® A&-:&) ! N 15 � G� ✓� ,C /say 6fe, .PTS. 0,zecJ� �a © 7-4 ti SITE PLAN SCALE'. _ 1 mor/o 7gwDur - /fT DRIJt -„a - i BAtAp r DPMKII ►",,b a t loo l l000- Ap RESIDENTIAL PLAN CHECKING GUIDE SINGLE FANEI .Y, DUPLEX AND MISCELLANEOUS ONLY OWNER: 1: 20 v PLAN CHECKER: 1526 A. P. NUMBER: GENERAL: 110 Zoning requirements: (side yards and number of permitted living units). Valuation. . X. / Plans signed by designer. csi! Proper description of work on application. Existing violations on property. 6.' Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. OT PLAN: Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage_. �-� Flood hazard. Special conditions on creation map (Noise, S.R-A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & FAS. road setback. ,8! Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions.* Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4): Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310:6). G.F.C.I. in baths, garage, kite en,'wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). I"Animum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon frarhing and/or engineering. -4! Three story building requiring engineered calculations and plans. 1�5Y Foundation plan complete enough to construct building., 16- Floor construction details complete enough to construct building. i7' Elevations and wall construction details complete enough to construct building. _8! Roof construction details complete enough to construct building. 119' Rafter ties or bearing ridge beam. }6' Fireplace construction details and calc. if necessary. A<- Garage door and/or porch header sizes. ' .4'e' Stud heights. Adobe soils - special foundation design. 44. Retaining walls requiring design. -L&.- Special Inspection requirements. . JANUARY 1996 3.2 Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering. type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Co&austion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. C.D.F. responsible area requirements. =IZ ail I JANUARY 1996 3.3 PLANNING DIVISION - BUILDING PLAN APPROVAL use* Date: (t /14 1-° Y Partm -.._._._ Odw. - 22 c/ tSsIIl 4 �€t f ,L rr -T 5 L �of �0 61 e A P14. •� U RUILDING DEPARTMENI APPROVED flklmpS 7UA ROD RIOOF— 2- o2 o2 c c -C ATON L3 ty C4 5 r FKF pxPC .b 1?�v 6t /( 54 r .,, Depth of Water. ft Gung Thicknee ss T. fnehea 2 - a3 BARS s TYPICAL POOL T TO a' DEEP _ 11• 'POOL DEPTH* IN FEET MIN. VERT. REIN. #3 @ f2 O.C., (TYP.) (AS MEASURED FROM B 4.5 10 FOR ADDITIONAL VERT REIN. TOR OF POOL) 10 Vertical Reinforcement 13- 12inch cantors. (REFERRED TO AS ALTERNATE (T) or double curtain MINIMUM REINFORCEMENT II re4 for ascetics or BARS ]ab]) SEE SCHEDULE i' (TYP.) 0 E3 #3 BARS SPACED 12" O.C. A pg aAR VERT. REIN. r5* E.W. TYPICAL I1 STANDARD HORIZ. REIN. EXP. WISL BARS / PERPORATED. (SEE Oa WITH FLOOR #3 @ 12" O.C. 2 NORMAL EXPANSIVE NOTElWHEN REINFORCEMENT, THICKNESS OF 3• MIN. EXPANSIVE _ L SHOTCRETE STEPS OR r FOR ADJACENT HOUSE SHOTCRETE (ts) �P) 3 FLOOR REINF. CONT. BENCHES AS NEEDED FOOTINGS OR PROPERTY SEEORADII Sly SE'E SCHEDULE FROM SPA TO POOL L I ( S LINES SEE NOTE 2 4 NOTE 15 ft. 6.0 ft t 5 ft. 7.0 ft. • �� �I 8.0 ft. ;;143 14.0 4` 4. 9:0 ft. 9.0 7 9.0 EXTRA TRANSVERSE depth, ft. REINFORCEMENT #3 10' A' DIAGONAL, E.W. ATI - is LENGTH SPACED ON 12" DRAIN SIMILAR TO LIGHT is ab CENTERS BETWEEN MAIN BARS, NICHE DETAIL FLOOR IS CENTERED ON TRANSITION (MAY BE ELIMINATED IF NO is fs SEE SCHEDULE is TRANSITION EXISTS) is ab is LONGITUDINAL SECTION is SECTION A -A DETAIL tS NOT TO SCALE DETAIL A NOT TO SCALE is ab IS ab IS depth, fL 0.0 VINYL EXPANSION 0 6 SEE NOTE 10 TILE DECK SLAB ,,. DECK SW 4' - THICK I LISI' �'0• r GUNITE II 1.5 MIN. r I- l (Ty')y 0.5 --L 3" MIN. • G"MIN. 1�rIz• 3 #3SHOTCRETE 243 E.W. ALL AROUND ND BEAM REIN. BARS (TYP. FOR VALL ALTERNATE13 12' LOCATION OF BOND Ir2�k3 DIAGONAL$ BOND BEAMS) BEAM BAR (i1T) 0.5 1.0 BEND AS SHOWN • ) 3• MIN.(TYP) DETAIL E: MINIMAL BOND BEAM DETAIL B: CANTILEVER DECK DETAIL C: COPING NOT TO SCALE DETAIL D: NOTCHED BEAM (BRICK) NOT TO SCALE (3EE NOTE 21 FOR USE) DETAIL F: LIGHT NICHE' NOT TO SCALE NOT TO SCALE NOT TO SCALE 1.0 HORIZ. REIN. 1.5 - EXPANSION JOINT 1130 r O.C. FOR FREE STANDINGWALLS SPA WALL r SEE NOTE 10 SCHEDULE FLOOR REINFORCEMENT AS PER STANDARD PLAN�. FLOOR REINFORCEMENT AS PER STANDARD PLAN Depth of Water. ft Gung Thicknee ss T. fnehea 2 - a3 BARS s 3.5 V _ (OR 1#4 BAR) B 4.5 10 5.0 10 Vertical Reinforcement 13- 12inch cantors. T SEE SPA2• Ta (T) or double curtain reinforcement may be used II re4 for ascetics or .WALL SCH. HSEND E3 DOWN pg aAR VERT. REIN. r5* BOND BEAM 6END AS SEE SPA EXP. WISL BARS / PERPORATED. (SEE Oa WITH FLOOR WALL SCH. NORMAL EXPANSIVE NOTElWHEN REINFORCEMENT, (SEE NOTE! 11=lit=ll`-'I EXPANSIVE EXP. W/SL NECESSARY) I MN. 3'CLEARANCE li =ilk FROM EARTH. 314-1-R TAILS MIN. 151N. �LAP FLOOR REINF. CONT. DETAIL G: SKIMMER 24' SO. DRAIN ROCK OR 0 -A112 112 t. e•r AAA MIN A ILP (EITHER DIRECTION) DETAIL H• SPA FROM SPA TO POOL Depth of Water. ft Gung Thicknee ss T. fnehea 3.0 s 3.5 V i 4.0 B 4.5 10 5.0 10 Vertical Reinforcement 13- 12inch cantors. NOTE: Greater will thickness (T) or double curtain reinforcement may be used II re4 for ascetics or Iuvi . nV REINFORCEMENT AND SHOTCRETE THICKNESS t (IN.) SCHEDULE Column -- Al (PYP.) A3 B1 TO PUMP -i• I1 = 1 1" B3 C1 C2 C3 , up jl {� D2 D3 11R"DLA. 'Iv Q, TOPUMP - a 11" E3 11 HYDROSTATICp.. 2-013 BARS BENTAS 1 RELIEF PIPE, ,i+ SHOWN EACH WAY - yea 1 �'� 1 - EXP. W/SL BOTTOM I7 oo .AND LAPPED 18' SEE FLOOR NOaea EXP. WISL NORMAL PERPORATED. (SEE Oa WITH FLOOR DRAIN DETAIL 1 NORMAL EXPANSIVE NOTElWHEN REINFORCEMENT, (SEE NOTE! 11=lit=ll`-'I EXPANSIVE EXP. W/SL NECESSARY) I MN. 3'CLEARANCE li =ilk FROM EARTH. 314-1-R WHEN NECESSARr) 24 SCL OR 5.0 ft. 24' SO. DRAIN ROCK OR 0 -A112 112 t. e•r AAA MIN A ILP ft. 5.0 ft. REINFORCEMENT AND SHOTCRETE THICKNESS t (IN.) SCHEDULE Column -- Al A2 A3 B1 132 B3 C1 C2 C3 D1 D2 D3 E1 E2 E3 11 Soil Category - NORMAL EXPANSIV EXP. W/SL NORMAL EXPANSIVE EXP. WISL NORMAL EXPANSIVE EXP.W/SL NORMAL EXPANSIVE EXP. W/SL NORMAL EXPANSIVE EXP. W/SL Pool Depth -► 5.0 ft. 5.0 ft. 5.0 ft. 6.0 ft. 6.0 ft. 6.0 ft 7.0 ft. 7.0 ft. 7.0 ft. 8.0 ft. BOjt-- 14.0 ft.. 9:0 ft. 9.0 ft. 9.0 ft. depth, ft. ab' IS s ab is ab , is ab is ab IS ab is ab is ab is ab is ab is ab tS ab is ab is ab IS ab IS depth, fL 0.0 0 6 0 6 0.5 0.5 1.0 1.0 1.5 1.5 2.0 2.0 2.5 0 0 0 0 0 0 0 0 1 2.5 3.0 1 1 1 1 1 1 1 1 2 3.0 3.5 6 7 F 3.5 4.0 4.0 4.5 7 7 7 7 1 4.5 5.0 0 6 0 6 1 6 0 7 a a 6 1 a 2 3 5.0 5.5 a 1 a 6 9 7 2 a 7 5.5 6.0 6 0 a 1 a 7 10 _7 _a _ _a 6.0 6.5 - -- -- -- -- -- -- 7 11 a 9 7 9 _ 6.5 7.0 1 6 1 7 1 11 r 19 9 10 7 a 10 7.0 7.5 11 a a 11 7.5 8.0 1 6 1 9 2 119 12 8.0 8.5 9 13 8.5 9.0 1 a 2 9 3 13 9.0 floor 0 1 6 0 1 6 0 6 0 6 0 6 16 6 0 6 0 6l 6 0 6 0 6 27 7 0 6 27 7 31 7 floor Column F1 F2 F3 G1 G2 G3 FREESTANDING WALL (Both NorM212nd Exp. Soil)" Soil Category -+ NORMAL EXPANSIVE EXP. WISL NORMAL EXPANSIVE EXP. WISL H I J . K L M -- Column Pool Depth -- 10.0 ft. 10.0 ft. 10.0 ft. 11.0 ft. 11.0 ft 11.0 ft. H = 2.0 ft. H = 3.0 ft. H = 4.0 ft. H = 5.0 ft. H = 6.0 ft. H = 7.0 ft. n'till r FreDepth depth, ft. ab is ab is 01 is ab is ab IS ab is ab T1 T2 ab T, T2 ab T, T2 ab TI T2 ab T1 T2 ab T, T2 -depth, ft. 0.0 0 7 0 7 0 7 0 7 0 7 0 7 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 0.0 0.5 0.5 1.0 1.0 1.5 1.5 2.0 2.0 2.5 0 0 0 0 0 0 0 0 0 0 0 0 2.5 3.0 1 1 1 1 1 11 1 2 2 2 3.0 _7F_ ___3.5 4 4 --" 4 4 3.5 4.0 I 5 5 5 5 4.0 4.5 5.0 1 2 1 2 1 3 2 3 4 ) 5 6 4.5 5.0 5.5 7 3 7 5.5 6.0_ 7 7 a 4 _ 6 a 6.0- 6.5 8 a 1 9 7 _7 a _ 3 6 6 9 6.5 7.0 a a 2 10 7 a 9 4 I 6 7 10 7.0 7.5 9 9 11 a a 10 I 7 a 12 7.5 8.0 10 10 11 9 9 11 1 4 4 1 4 4 1 4 6 2 3 8 2 3 9 2 3 12 8.0 8.5 10 11 12 9 10 12 8.5 9.0 11 12 13 10 11 14 -- -- -- -- -- -- -- -- 9.0 -9.5 9.5 11 12 14 11 12 15 -- 10.0 1 11 2 12 2 14 ) 12 16 10.0 10.5 13 17 10.5 11.0 2 11 3 13 2 17 11.0 floor 11 7 27 7 4' a 27 1 7 27 7 4' 8 0 3 3 0 3 3, 0 3 3 0 3 14 0 t �34 0 3 4 floor FOOTNOTES TO REINFORCEMENT & GUNITE SCHEDULE - .► +-- 9. Continue'alternete reinforcement 4.0 ft. est end of radius. _T7 -or Q3e witTi no> rm�il(co�tianFiaa)`eoif"(see'hote'T;'Generot'Flafe§). _ - 2. for use with expansive (cohesive) soil or normal soil with a 2:1 slope. 110. For the "Exp./w SI." soil categories at the 10.0 and 11.0 foot depths, all vertical including alternate bars [ab], should be #4 bars. 3. For use with expansive soil with a 2:1 slope. Ill. 4• ab, Altemate Bars (# of vertical alternate reinforcing bars, in addition to #3 IF 12" •.c.) 11. Site condition that require the use of a freestanding wall usually involve construction of the 5. ts, Thickness of Shotcrete (minimum gunite thickness, inches). I pool on or near a slope. If the toe of the freestanding wall is within 10 feet of a slope 6. Continue alternate reinforcement 1.0 ft. post end of radius. greater than 5:1 (horizontal to vertical) or if the excavation for the pool is not carried' 7. Continue" alternate reinforcement 2.0 ft. pest end of radius. through the generally looser surface soils, the engineer should be contacted to determine in i. Continue alternate reinforcement 3.0 ft. past end of radius. writing if a site specific sail investigation is warranted. NOT TO SCALE 1JV.Il11LI.rL-e✓vr%vnJ%rn- LOC IAIL J:UrIIUNPLLFLUOR wrimY NOT TO SCALE NOT TO SCALE NOT TO SCALE GENERAL NOTES 1D vERT.REINF. 1. Normal soil assumed to have the following properties: I 9.'A pressure relief valve shall be installed in pools located in areas where the ground water. MIN. 12 SEE tBSEESCHEDULE Equivalent fluid pressure= 35 pounds per cubic foot (PCF) ( table or potential perched water instsrsects the pool during any period of any given year. ALTERNATE PLUMBING 'POOL DEPTH" IN FEET HORIZ. RIENF. WATER TROUGH LOCATION (AS MEASURED FROM Unit Weight =.'120 PCF 10. Up to 2 inch diameter pipes may be placed in the lower outside corner of the bond beam r OPTIONAL BOND #3 120.C. provided a minimum of 1.5 inch clearance is maintained between the pipes and an parallel TOP OF RETAINED SOL, - Expansive. soil assumed to havethefollowing properties: p P�P Y P MAX - SEE NOTE 22) BEAM PLACEMENT 'POOL OEPTH•NFEET ROCKS' Equivalent fluid pressure = 50 PCF ( reinforcement. If metal ,piping is used and is placed in Shotcrete, it shall be wrapped with 2' MIN. --ATGRADE - AT GRADE (AS MEASURED FROM MAX. HIGH 'TA D --{{�--�I TOP OF RETAINED SM Unit Weight =']25 PCF visqueen or heavy brown paper, except where it passes perpendicularly through the Shotcrete. 2" MIN. i � • ` I uiil' MIN. COIL COVER SEE NOTL22) r `i r r � to' OVER DRAINAGE o Expansive soil with a slope assumed to have the following properties: Ill. Soil shall have minimum :bearing .value of 1000 pelf, 1500psf. for .freestanding wall. WATER TROUGH o COMPOSITE ROCK 7' `�= r Equivalent fluid pressure = E5 PCF. I12. Shotcrete shall be placed.M-or-against-firm 'undisturbed soil. f01 - MAX. HIGH 1. r SEE NOTE 12,FIL Unit Weight = 125 PCF 13. If expansive soils (clays) are encountered, the sides and bottom of the pool excavation d ENGINEEREDFlLL 2. For the followingasl'acent structure: footingdistance L awe from pool edge, add the indicated .must be in moist condition immediately prior to placement of Shotcrete. r'' 1 ,2• ;; -SEE NOTE 1! FOR WHEN WALL } Lam' COMPACTED TO AT sir -OR ELEVATED- • • ^,)f- r•ORELEVATED DRAINAGE IS NECESSARY 24•MAx- -1-'• 'surchar e" to the depth of the pool when determining )addit.ional reinforcement and shotcrete' I14.1f slopes are greater than 2:1 or if slopes are encountered in expansive soils with.:. Alp , LEAST CO % OF MAX DRY 9 P P 9 iP" • DRAINAGE COMPOSITE 1 -" DENSITY OSTAiNABLEN requirements from the sieve schedule: (Applies to footings which run parallel to peel wall)I raised bond beams, the engineer should be contacted before proceeding. THE ASTM D1557 L=0 to 1.9 ft., use 3.0 ft. surcharge15. Minimum radius for wall to floor transition for straight walls is as follows: 2 " COMPACTED TEST .. L -2.O to 4.9 ft2.0 surcharge Denth:.. ft. Min. Radius. ft. Depth. ft • Min. Radius. ft. . LAP - 1 T 3"D PERFORATED DRAIN PAPE 17 • I 4 .. use ft. surcg 5.0 2.0 7.0 4.0 • WRAPPED W1 DRAINAGE a,„ L=5.0 to 7.0 ft., use 1.0 ft., surcharge I COMPOSITE FILTER FABRIC 2 • 6.0 3.0 a•D{' 5.0 • � (ie: actual depth 0.0 begins at the 3.0 ft. depth on the Bch.) 030ITO.C. 3• Shotcrete '(wet or dry [commonly known as gunite]) shall be proportioned and placed according 116. All electrical shall be.securely grounded before shotcrete is placed. 3 344 BARS EACH WAY to U.B.C.isection 1924 and ACI 506. Cement to aggregate, in dry weight, shall not be less ' 117. All applicable state and local laws and codes shall be followed. OR VERT. REIN. CONTINUOUS, than five to one. f 18. a ccondition llts brought ospecifically o the attention Bu tcovered thi than or engineer this condi I proceeding.reyed during FOR SPACING SEESCHED. 4. Design based on 2E day compressive strength of 2000 psi. I excavation shall 5. Reinforcement steel shall meet ASTM A615-40. Lep splices shat be at least 40 bar diameters.' 1 9. If the raised . bond Beam portion exceeds 2.0' and serves as a retaining wall far soil, the All bends shall be sharp. U.B.C. sections 1907, 1912 and 1924 shall be used as a guideline. I raised portion should have wall drainage installed as shown to prevent build-up of DETAIL M: RAISED NOTCHED BOND BEAM (ROCK) 6. Rebar placement should to such that the distance from the inside Shotcrete face to rebor I hydrostatic pressures. DETAIL L: RAISED BOND BEAM 20. If free standing wall detail is used due to the presence of lease fill soil on the outside of DETAIL K: SHEER DESCENT i WATERFALL SLAB (EITHER RAISED OR AT GRADE) should �a a minimum of the total shotcrete thickness (ts) minus 3". 9 NOT TO SCALE the wall, then inside thickness of shetcrete(Ti)hould be as indicated in the "rein. and NOT 7o SCALE NOT ToSCALE 7• In areas where the steel reinforcement is forced together duo to curvatura of the wall, 1-#4 I (T ) bar may be substituted for 2-#3 bars in order to maintain a minimum of 2.5 inch spacing. shotcrete thickness sch." minus 3.0 inches. i. For areas where a ramp has been excavated and backfill is not compacted to a minimum of 90 121. May, be .used with sand,' gravel or rock soil conditions only. percent of the maximum dry density of the ASTM D1557 Compaction Test. Reinforcemtent should 122. The design assumption was made that the pool is empty all of the time, consequently any consist of #3 bars at 6 inch centers, each way (both horizontal and velical). The extra combination of pool depth and raised bond beam may be utilized as long as the maximum MIN. VERT. REIN. #3 AT 12. O.C., FOR horizontal reinforcement should extend a minimum of 3 feet past the edge of the ramp I 11.0 foot depth of the plan is not exceeded (for example, a 4.0 foot raised bond beam t(SEE SCH.) ADDITIONAL VERT. REIN. (REFERRED 2-#3 2D" excavation on either side. Minimum cover of Shotcrete over the reinforcement on the outside of and -'a 6.0 foot deep pool would utilize the 10.0 foot pool depth schedule). TO AS ALTERNATE BARS [ab])SEE the pool should be increased from 3 to 4 inches. I23. PLAN IN COMPLIANCE WITH 2001 CALIFORNIA BUILDING CODE. FREESTANDING WALL SCH VERT. A, HOR. REIN. N THIS SIDE a3 12' VERT. REIN. THIS r STANDARD HORIZ. REIN. (( SCHEDULE s1oE EE SCH. #s�7 O.C. EACH WAY • � ) SPACED t" O -C- - H (FT.) VERTICAL REIN. WATER SIDE t (IN.) 2.0 a3012'O.0 9 3.0 e3012•D.C. 9 4.0 #3e112.0.c• 9 5.0 #3012.O.c. g 6.0 fa et r D.C. 10 7.0 #3@rO.C. 11 3.0 #3ero.a. 12 DETAIL N: NEGATIVE EDGE NOT To SCALE 3.1 TRANS. TRANSITION 2 0 TO FLOOR THICKNESS `REQUIRED SECTION T2 SEE SCHEDULE DETAIL O: FREESTANDING WALL DETAIL NOT TO SCALE PLAN NOT VALID UNLESS BEARING ORIGINAL STAMP AND BLUE SIGNATURE NEIL O. ANDERSON A N D ASSOCIATES S O C I A T E S GEOTECHNICAL a ENVIRONMENTAL a GROUNDWATER INSPECTIONS & TESTING a LABORATORY SERVICES POOL ENGINEERING www.noonderson.com CORPORATE OFFICE 902 INDUSTRIAL WAY LODI, CA 15240 PHONE: (209) 367-3701 FAX: (209) 333-1303 DESIGNED BY: Neil O: Anderson DRAWN BY: R. Catris DATE: MARCH i, 2060 REVISED: March ii, 2003 PLAN 14.0: DRAWINGS 1 OF 1 M k I wAAAC- M E C 4 t 'w �G Lo Y� �X, � fi''`g"► va pAvj c -,r /e MA c� LI Pot C�I1" ov�1 i Cross Creek Pools and Landscaping, Inc. 6360 Tupelo Rd. Citrus Heights, CA 95621 License: 548983 C27/53 916-722-4760 Customer:: ;'ca A N .S LA Address: _ZD 1 M c'C ATaN SA.�tC �'f .G Aw i t. Pool: Pool Size ! Co X 3 8 Perimeter G -7 Area Sq. Ft. 441(1 Depth -3' — & Gallons i Z --S"Oc.'.� ,9 jyc Pump EL7— m r -A) P t F4- ? Filter Mr 1, 7'A ,( jQ Cel «,..7-. 2 A 9 Heater - - BTU Gas Line Electric /.Z S Light .5 A M Purification sys. A4 Tile W T 3(a ' Trim tile DeckingFRo pi -r i c p Deck edge C A iN T. Vacuum -7r— T l V A c- Maint. Kit -7- N G c.. Diving board N 0 Spa: Size N Light1 Booster pump tY J Remote control X -- i p Spillway D Plaster : Type '=&u i -AR Color ISE 1'. wftTwt? Fit-ci. P,', -,p Solar N Pump Scale ea is to be fenced per ates to be self-closing, ,king and to open away )ol. Alarms when required emain installed at all times nite at least twice daily for do not turn on light when empty. V A PA ,- AAM E6 c 1 i I � I I r; n , 1 Cross Creek Pools and Landscaping, Inc. 6360 Tupelo Rd. Citrus Heights, CA 95621 License: 548983 C27/53 916-722-4760 Customer: < U-0 A NIS: Tc LL4 ''y DR&th tr 7— Address: ZD I M e G ATO N „7 RA rt © Lt r. Phone d3 / 2 2- S: •� Cell Z9 I Pool: Pool Size 1(o X 3 $ Perimeter G 7 Area Sq. Ft. Depth Gallons Pump ?C Ai irA; Yz t t4, P Filter t*x,nAi6' C4€. 2AV Heater -- BTU -- Gas Line Electric /.z S Light 5 AM k: 7 Purification sys. t ]File W T 31og tile DeckingF?D r -r%ER Deck edge C A N T. Vacuum -"'er -r c/ A Maint. Kit :Z N t Diving board N 0 Spa: Size Light Jv D Booster pump !V 0 Remote control )4 -- 1 p Spillway Plaster : Type Zg Gnu c A R Color Ntt l Irl _ . wA79 Ph -u. P111"P , f , Solar.' N D Pump N 0 Scale area is to be fenced per gates to be self-closing, aching and to open away ?ool. Alarms when required remain installed at all times unite at least twice daily for Vs, do not turn on light when s empty. r f'iz l c- �G I �, A Cross Creek Pools and Landscaping, Inc. 6360 Tupelo Rd. Citrus Heights, CA 95621 License: 548983 C27/53 916-722-4760 .Customer:: SU A N Is nrl_ L-4 Ry Dfes'J-�cA Z I Address: -.2, a 9 M oC ATToN, P 13A rqQJ. CALM. ,is -!J1 Z Phone ee I .2 -'W / �7 Cell .31 Z9 .21 7 &, I t 5 At A Pool: Pool Size i to X S Perimeter G Area Sq. Ft. �RlO Depth Gallons Pump 9, -" A;t 4. P Filter i�,',tt y -A i lC c *4 z 7; 3A 9 Heater -- BTU Gas Line Electric /,Z 5. Light SAM 4,1.q A7 Purification Sys. S Tile W _r 3 4a g Trim the DeckingFRonlTrE'R, '�}`'. _ Deck edge C A JN Vacuum _-rE -rV AS..— Maint. Kit -= 14 G e. , Diving board N 0 Spa: Size D Light 1v n Booster pump IV 0 Remote control X - lo Spillway b Plaster: Type kE&1A t.^F Color W tt t 1 LVA 7-4eF&L P,,,,,p 14. P, Solar %V D Pump N 0 Scale t V A. FILE COPY 22 S! I (halo Co TIN APPROVED Butte Coun P�a,tn z 7� 046 �'u� -ROD k) I ot;F- Z ,2,o 5 M cc A7-0 SPARC; .p �, c li 5,4 A 4-.Z r -o M