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065-171-035
r 65-171-35L. L. Brians 100 ±kker -e-, lot 366, Fir Haven ' Sub, Magalia 14G&9 Wood Drkx Permit #3496-79B,P,E.M(new single f family) /Q 65-171-35 403;? -90B ! Lee14669 Wood Dr, MagaliaContr: E(repair foundation/sf)� 4. rj i r J a f � , 4 i Ln W ly 0 X65-171-35 �- '4t55 -90B JORDAN, Lee 14669.Wood Dr, Magalia 4Contr: Edward Desfosses 4 (repair foundation/sf) i JOB_ FINALE Signature 'ny�,r /02// elf/ d v=OK O = Not OK Not = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements-Setbacks-Easernents 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / P L" ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s i 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane Iboa rds-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK ' O = Not OK a = Not -Applicable Not Ready RESIDENTIAL (Single & Duplex) ate UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) Zoning -Setbacks -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 4--rt-g., Main; Soils-Elec. Grnd.-4rd" Ftg. Depth 46. Cing. Joist-Rftr. ties- Pu rlin -roof Brac-Truss-Shthng.-Ring. g., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 4./Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 48. Attic Access; Size & Romex Protection -Draft Stop -ins. Baffles 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. St mwalis, Garage; Steel- Bloc kouts-Wrapped 50. Garage Fire Protection Framing Hold Downs and Special Anchors 51. Property Line Firewall & Openings 7. Slab; Steel -Wrapped 52 Ext Doors -One T -Check Garage -3rd Story 2 Exits 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Date Z, Z'� k Card 13-1 C Date Card B-1 Date /A42 3 / Card B-1 (,S Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or All A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral 0 Yes ❑ No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 75. Plb., Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. 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 0 Yes 80. Following instld.; Drive 0 Yes 0 No; Walks O Yes O No; Planters 0 Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; PIbg.-Appliance-Fireplace. -Cl earance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (NOTE: An entry mus! be made each time you visit job site) SOIL �- Enaniaine LV117L 7Y�f.IV1 oinc. January 14, 1991 County of Butte Department of Public Works 7 County Center Drive Oroville, CA 95965 Attn: Mr. John R. Henry RE: Foundation Repair Work @ Jordan Residence 14669 Wood Drive Magalia, California A.P. # 65-171-35 Ladies and Gentlemen: This is to inform you that all work was performed in conformance with the County approvedplans and specifications and that all pipe -piles were installed per t:he plans and specifications. Very truly yours, J hn S. Pack, R.C.E. Engineering Manager SOIL ENGINEERING CONSTRUCTION, INC. COUNTY OF BUTTE -,DEPARTMENT OF PUBLIC WORKS' 7 County Center Drive- Orov?tle, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. s ASSESSOR PARCEL NUMBER 65-171-35 ZONING RT1A BUILDING PERMIT ,OWNER Lee Jordan TELEPHONE SO. FT. OCC. BUILDING VALUATION contract OWNER'S MAILING ADDRESS 14669 Wood Drive Ma glia 95954 CONTRACTOR'S NAME Edward Desfosses/Soil Engineering TELEPHONE CONTRACTOR'S MAILING ADDRESS 927 Arguello St.Redwood Cit 94063 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ 164.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 82.25 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 14 W Drive Ma alfa Permit fee $ 256.75 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5,00 Each qas water heater or vent 5,00 USE OF STRUCTURE SF ak Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home 110.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other ❑ Describe work: Foundation repairs - engineered Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and i license is in full fo,�rrce and effect. License No.,�'� c assification ,,�1'i ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.& OR ADONS. ACC. BLDGS. 21/2 QSq ft NE w CONSTR ULT' -OUTLET NON-RESID BRANCH CIRC ITS 2.50ea POWER APPARATUS .&) SINGLE OUTLET CIR. EX, OCCUp(O OR FIXTURES e0@ 0t BALO3C 00 FIXED A Ex. Occup. OUTLETS P(RESID )LNS REA.� 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. bVirin 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. jV I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3,00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all I' judgments, costs, and expenses which may in any way accrue ag Inst �untyi = equenc of the granting of this permit. Date �� Z -G 90 Signature of Applicant — O ner, Contractorx Agent An OSHA permit is require or cavations over S'0" deep and demolition or construct- ion of structures over 3 stari height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 256.75 HAz I CUA PARK I SCHL FLD PAR PD HD I ISSUE This permit is Hereby issued under sions of the Butte County Code and/or work indicated above for which fees D E TOR F PUBLIC By C24 Lo PERMIT EXPIRES ate" the applicable provi- resolutions to do have been paid. WORKS nata 1 eko Receipt No. 84499 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT • '- �I.f. .,Y.a W"."F�'i�/)X���1j,�.�.�["_ ..,,.���:'_'. �C •-' Sia • d .y.xT i. -� ... ... ..Ing ,_�Y'f,'V. f COUNTY OF BUTTE - DEP4RTMEITtd1 PUBLIC WORKS;6 BUIL ING DIVISION 7 COUNTY CENTER DRIOVILL' E, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 d. .,PERMIT APPLICATION DATA SHEET Permit No. / OWNERS 10d" A. P..No.()Ps"�1�-d�S Proposed Building Use Stil d. AAPadA Building Inspector Date II -7-b-90 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. .. 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . mak— 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings ............... 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions........................................................ 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. School District fees paid .............. 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land. Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 1. Contractor's license information (No., Name Style, Classification . W2 2. Certificate of Workmans Compensation Insurance (m�.... ,iy - 7 ��a 23. Owner -Builder Verification (Given to owner 0, Mail to owner 0) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... J:45 Lett qf� c�hor�ation r............................ . °rrt�� 27. When you issue te � ermit, process as follows: Mail to owner. Mail to contractor. l/ Telephonr,45 -15'75' and hold for pickup at Oe -6 office. Deliver w. /inspector. Other Copy of plans sent Health Dept. Fire Dept. Other Date By. The following data must be submitted prior td\p err)rK issuance: (Circle new item not checked above). 1. Index permit for above items No. , Z 2. Additional items required: Contractor esigne , w r was advised of above required data by—phone b,—.. -ate Contractor, designer, owner, was advised of above required data by_phone_mall_%�coouun er by date Q �f' Plans checked by Date Plans annrnved by k //� n;;tp 12 ,1 / o Sets of plans on hold in. File cabinet AP folder Copy—DPW _Oi�yo �ssr�� U/ifE,t/Goaekti�a�s �O rear. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC, WORKS 7 County Center Drive-+Oroville, California 95965 - Telephone: 916 538-7541 APPLICATION AND PERMIT i PERMIT NO. ASSESSOR PARCEL NUMBERZO . ....... .... _..0�_ ._... ...... . ..... .... ... .. ..'... _.. ING ... -..... . __....__.._....___..._ BUl DING-PERMIT.... .. OWNER lyL, I/_(n J TELEPHONE SO. FT. OCC. BUILDING VALUATION /o Jpd O W N E/� �C `� 9 N G'v Z �' CONTRACTOR'S NAME J - iz TEL PHONE CONTRACTOR'S MAI ADDRE6S /� 4.2 /Z 6-kt/.�G.0 Sr =Ar�4 L!y' " Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $/(0+10 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 2 2S Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ ZS ,% PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF C9� Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 0.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: --6. 1M A a'TJ im Ae pg AA A 94 a xQ0A0 0-a � U Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 01 100AMS Main service V P OR LESS 10.00 Main service EA. ADD'L too AMP 2.50 CONTRACTORS LICENSE LAW I declare under penaltyof perjury (check one): l y ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OCCUPM OR ADDNS. 1 ACC. BLOGS. / /z¢sgft NEW CONSTR.MULTI-OUTLET NON•RESID BRANCH CIRC IT$ 2.50 ea P3 ER APPARATUS e `SINGLE OUTLET CIR. ( Ex. Occup\OUTLETS OR FIXTURES 20 Oat °"`o3ot FIXED APP LNS, OR Ex. Occup. OUTLETS (RESIO.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self-Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to co,mply to all County Ordinances and State Laws relating to building construction and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner❑ Contractor ❑ Agent ❑ An OSHA permit is required For excavations over 5'0" deep and demolition or construct- ion of structures overr�j3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $Z�li:]S / HAz CLIAPARK SCHL FLo PAR PD Ho IssuE This permit is nereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date Receipt No. wop 0,N N3PFCTOn, r.OL0ENoOO_APeLICANT HOLE TEST TRENCH LOCATION (TYPICAL) CRACKS TP; � TP3 BURG (MIN. 0 SUILMMG DEPARTMGM —'�v fGARAGGE RQ L APP VEDWET AREA TP1 /?- 31?110 DRIVE WOOD ROAD This se4 of p6tu Md ecffcefJW kept on the job at all times an1' Is 5i 7a- CL AJ ?4 mAe any changes or alterationil on S4 be tb ri#en permission from the De rtrn4m Of kub Grohs,, county of Buffs. a4- J Cx-, ea ,4. P. ;Ak NOM—Al MatMah X Wo&wnft IWA It b Ar'-cQaA7"'wifh Recognized Good PmHices. and of a quafty prescribed for the Specified use the Unifoi-m Building, Plumbing & Moch4unjeal 46 Naftwwd Elocfri4aol Gedd, �4 EXISTING FRAMING -J EXISTING REBAR EXISTING FOOTING 0 I °t o \ WORK TO BE APPRO5. EXISTING NG �7 eo q CONCRETE VITN ---� 2,000 PSI COMPRESSIVE STRENGTH P 28 DAYS. DRIVE PIPE -PILE TO 18,000 LB. CAPACITY GENT DOTES %ROFESS/pN 1. DESIGN BASED ON SOIL RE- S. PORT BY ANDERSON . GEOTECI-I Z NICAL CONSULTANTS, 3/8/90. 2. ALL DIMENSIONS SHOWN o.37736 ARE APPROXIMATE AND XP. 12/31/92 MUST BE FIELD VERIFIED. 3. CONCRETE TO BE 2,000 cm\I �P PSI AT 28 DAYS. OF CAU4. REINFORCING STEEL T0. 1'-6 °t LIMITATION: WORK TO BE APPRO5. EXISTING NG �7 LIMITED TO GRADE /h INSTALLATION a THESE DWGS. C ACK' •. CLEAVE IN CONC-) 2-f#4 RESIDENCE DOVELS EXCAVATION -� UAL OBSERVATIONS, LIMIT ISL R'* 47 1�i1i�BED. 6' MAX �-44 e 6' DC EV 3-i#3's EMBED IN PIPE, OR 6'x6'x 4"i2 2' DIA. EXTRA STRONG (SCNED. 90) PIPE, DRIVEN TO REFUSAL. (MINI -PILE") I ��BOTTOM I'-0' PERFORATED TO ALLDW GROUT INJECTION —CAST IRON DRIVING POINT SECTION A—A NO SCALE 'ROPERTT' DF SOIL EN6jN£ERlN6 CGNSTRUCTION INC. ELATED MINI -PILE SYSTEH THIS DRAVIAG IS FOR IC, AND ITS AUTHOREED CLIENTS 762 T�7/NG TOh/Se /I ROU/dE REPO/Z75 7-0 /z c/90 JS,a JORDAN RESIDENCE 14669 WOOD DRIVE 2 MAGALIA, CALIFORNIA SOIL ENGINEERING CONSTRUCTION. - D..v I PROJECT NAYS: -- FOUNDATION REPAI. DRAWN BY: CHE*mD 13Y: JSP DATE: 11/20/90 1013 NO.: 9 1 —9 1 `t till 1 nr. 927 Arguello Street., Redwood City, CA 94063 (415) 367-9', eese ami aa�¢esm�a4A a zr aic-9-- BE GRADE 40 U.N.O. LIMITATION: WORK TO BE APPRO5. EXISTING NG PERFORMED LIMITED TO GRADE ITEMS AND INSTALLATION SHOWN ON THESE DWGS. 6. LAYOUT OF EXISTING RESIDENCE BASED ON EXCAVATION -� UAL OBSERVATIONS, LIMIT ISL R'* 47 1�i1i�BED. WIDTH '- CONSTRUCTION JOINT �-44 e 6' DC EV 3-i#3's EMBED IN PIPE, OR 6'x6'x 4"i2 2' DIA. EXTRA STRONG (SCNED. 90) PIPE, DRIVEN TO REFUSAL. (MINI -PILE") I ��BOTTOM I'-0' PERFORATED TO ALLDW GROUT INJECTION —CAST IRON DRIVING POINT SECTION A—A NO SCALE 'ROPERTT' DF SOIL EN6jN£ERlN6 CGNSTRUCTION INC. ELATED MINI -PILE SYSTEH THIS DRAVIAG IS FOR IC, AND ITS AUTHOREED CLIENTS 762 T�7/NG TOh/Se /I ROU/dE REPO/Z75 7-0 /z c/90 JS,a JORDAN RESIDENCE 14669 WOOD DRIVE 2 MAGALIA, CALIFORNIA SOIL ENGINEERING CONSTRUCTION. - D..v I PROJECT NAYS: -- FOUNDATION REPAI. DRAWN BY: CHE*mD 13Y: JSP DATE: 11/20/90 1013 NO.: 9 1 —9 1 `t till 1 nr. 927 Arguello Street., Redwood City, CA 94063 (415) 367-9', eese ami aa�¢esm�a4A a zr aic-9-- AMDERSOM GEOTECHNICAL File No. 234.1-67 CONSULTAnTS, inc. 12 Decembe - .-._ . _ - -- - _ : :._ ----. - -_- - r-199(1- -. ..._ .. �... _. - Soil Engineering Construction, Inc. 927 Arguello Street Redwood City, California 94063 Attention: John Pack Subject: House Distress- Jordan Residence 14669 Wood Drive Paradise, California PLAN REVIEW Gentlemen: At your request and verbal authorization -we have completed our plan review for the re medial repairs for the Jordan Residence located at 14669 Wood .Drive in paradise, California. Our firm completed a letter report for remedial foundation recommendations for the Jordan Residence on 8 March 1990, The Plans submitted for review were prepared by Soil Engineering Construction, Inc. and include a c:over)le ter, a reduced foundation plan with sections through the perimeter walls and interior floor girders and two Pages of calculations. The foundation plan shows. hand dug underpinning ' ong the eastern portion of the building and western portion of the garage. The interior pfloorgirdersare proposed to be Supported on adjustable screw jacks. The underpinning piers are to be supported on s 80, pipe piles cast into the underpinning footings and reinforced. Screw leveling j , schedule acks will lender steel, ort the existing footing and bear on the new cast footing. The exterior screw jacks will be cast permanently into the pier caps. The depth of the piers will vary based on the strength of the soil at depth. It is our understanding that the piles will he driven to refusal under a load of 18,000 pounds. Our letter re ort suggested that the interior floor girders be supported. on driven pipe pP Soil Engineering Construction, Inc. pla'les as well as the ns to support the interior floor girders on adjuserimeter ftable screwootings- jacks. It is our opinion that file screw jacks will perform adequately. However, due to the poor soil conditions in the near surface soil, the floor jacks may need to be adjusted periodically. No corrosion protection as noted on the foundation plans. The contractor claims that studies on corrosion of pipe piles indicates'that the thick walled pipe life expectancy far exceeds the lie ex ectancy (if the residence. P y It is our ini opon th t the fou`ndatiori planes submi[Ct Coll f8rmance with our letter report for the -Jordan Very truly yours, ANDERSON GEOTECHNICAL Chuck Kull ' Project Engineer CONSULT w -Y r.=-r_tnaerson G.E. 9S/ C.E.G. 163 Bence dates! 8 March 1990 10563 Brunswick Road. Sults 6 • Grass Vatky. CA 95945. (916) 273 -SOIL SOIL consziuccion,h.. D\/0 December 10, 1990 County of Butte Department of Public Works 7 County Center Drive Oroville, CA 95965 Attn: Mr. John R. Henry Re: Jordan Residence A.P. # 65-171-35 Ladies and Gentlemen: This is to confirm my telephone conversation with Mr. John Henry on Friday, December 7, 1990, wherein we discussed his letter of December 4, 1990, containing comments on the subject building permit application. The results of the telephone conversation are as follows, item numbers correspond to the comment numbers of the December 4, 1990, letter: O 1. Anderson Geotechnical is in the process of reviewing the construction plans for conformance with their report. Assuming all is in order, they will write an approval letter. 2. The existing interior floor supports will be replaced with adjustable steel floor levelers rather than pipe -piles due to the cost of installing interior pipe -piles. Anderson Geotechnical will address this issue in their letter. 3. John S. Pack, R.C.E., is to be the special inspector per UBC Sec. 306 during driving and testing operations. Please see the attached resume. 4. Two dowels are to be installed at each pile cap (see attached jsketch). This will rigidly interconnect all caps to the existing perimeter foundation. Very truly yours, John S. Pack, R.C.E. Engineering Manager SOIL ENGINEERING CONSTRUCTION, INC. Attachments 927 Arguello Street, Redwood City, California 94063 (415) 367-9595 • FAX (415) 367-8139 COUNTY OF BUTTE -' DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 950-65 PHONE:. 916-538-7541 '!l DATE December 4, 1990 RE :. . _.:.._...Soil: Birgineer rig. Construction.: _ :._..:.......:.::.:. :...-.:.,........,.:Jordan.-. Residence- . 927 Arguello St: A.P. # Redwood City, CA 941063 65-171-35 With reference to the above subject: 1� Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER I We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way, Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement.. architect. OTHER see attached Should you have any questions concerning the above, please contact John R. Henry of this office. Yours very truly, cc:_ Anderson Geotechnical 10563 Brunswick Rd. Suitgufte 6 Grass Valley, CA 95945 Lee Jordan 14669 Wood Dr. JFG/A�tgalia, CA 95954 William Cheff Director of Public Works /J.F. Glander Chief Building Inspector Z% �l�v IVES/DE�f/cE/ �' . ✓ .ter.- X �r �^ � 3 7-0 6? /�I] /�� � a Moll n To 7-0 b!2 a SOEc�a2 inJr��ro�2) SCHILLER & ASSOCIATES, INC. STRUCTURAL ENGINEERING 5550 COMMERCE BOULEVARD, SUITE 3 ROHNERT PARK, CA 94928 707-586-0567 VU t at:> a -Z-3a co + t ` SUez. CLIENT PROJECT 2 IT DATE ENGR. SHEET OF N SCHILLER & ASSOCIATES, INC. STRUCTURAL ENGINEERING 5550 COMMERCE BOULEVARD, SUITE 3vw,� ROHNERT PARK, CA 94928 707-586-0567 HP/ uAl1 ` ►mac, ;�! �,`� :� �' So®� r, jr, a.. � c �, • G y f �:.r• 5 y J ;'� 1 gr- ��� �v �a Gtr itc, A CLIENT �� �x�Ll TEi� DATE ___ 6/Z7 /90 PROJECT ENGR. SHEET 0F - �f�osro�tl r�i�lc-��/o�v o ��t�GT�la✓G ��F�/z��//E�'iT /�/Gi/fzlT/�� SOIL ENGINEERING CONSTRUCTION INC: 927 Arguello Street REDWOOD CITY, CALIFORNIA 94063 (415) 367-9595 JOB SHEET NO. i OF Z CALCULATED BY t/17/ DATE CHECKED BY DATE SOIL ENGINEERING CONSTRUCTION INC: JOB-���®�?� - fit. 927 Arguello Street SHEET No.- of Z REDWOOD CITY, CALIFORNIA 94063 CALCULATED BY 1- 5� (415) 367-9595 DATE CHECKED BY GATE SCALE / ....... ............ SOIL ENGINEERING CONSTRUCTION INC., 927 Arguello Street REDWOOD CITY, CALIFORNIA 94063 (415) 367-9595 JOB SHEET NO. OF Z - CALCULATED BY L�,-" DATE CHECKED BY DATE SOIL ENGINEERING CONSTRUCTION INC.. - JOB 927 Arguello Street SHEET NO. OF REDWOOD CITY, CALIFORNIA 94063 (415) 367-9595 CALCULATED BY DATE CHECKED BY DATE SCALE ............. ............. .............. .............. ............. .......... . ........ . . ..... .. . ....... File No. 2341-66 8 March 1990 Bullen, McKinley, Gay, Keitges & Pach 1000 G Street, Fifth Floor Sacramento, California 95814-0884 Attention: Scott Richert Subject: House Distress- Jordan Residence 14669 Wood Drive Gentlemen: ArIERSON Gth4TECHNICAL CONSULTANTS, INC. Paradise, California REMEDIAL FOUNDATION RECOMMENDATIONS At your request and authorization we have completed our review of the distress to the Jordan Residence located at 14669 Wood Drive in Paradise, California. The findings of our review along with conclusions and recommendations for mitigation of future distress have been incorporated in this letter report. In order to prepare this letter, we have visited the site and reviewed a geotechnical investigation concerning the distress to the subject residence prepared by Koelzer Engineering Services on 1 June 1988. On 14 November 1989, a representative from our office made a visit to the Jordan residence to observe the foundation distress and perform a liquid level survey of the floor throughout the main residence. The Jordan Residence appears to have been constructed over a relatively deep drainage channel. which ran in a north -south direction through the center of the building pad. It is our understanding that the drainage channel was filled with native soil without a culvert to channel water through the fill prism. Observation trenches excavated by Koelzer Engineering suggests that the fill placed in the drainage swale was not compacted, and contained large quantities of organic debris. It is our opinion that the weight of the residence and overlying soil coupled with saturation of the fill resulted in time -dependant settlement which created differential movement across the building pad. The wood framed residence appears to have been constructed with a concrete perimeter footing with interior isolated footings and wood pier supports. The settlement of the fill has resulted in over four inches of differential movement across a 30 foot span within the residence. Figure 1 shows the results of our liquid level survey superimposed on the floor plan of the residence. The settlement has induced structural distress to the foundation system and created esthetic problems within the house. It appears that the perimeter footing around the building has cracked and isolated interior wood pier supports within the settling area have rotated towards the depression. 10563 Brunswick Road, Suite 6 .• Grass Valley, CA 95945 • (916) 273 -SOIL File No. 2341-66 8 March 1990 Our liquid level survey suggests that the majority of the settlement has occurred along the east end of the residence, within the master bedroom, master bathroom, and living room. The "tight" contours at the southeast portion of our contour map shows over 3 inches of differential settlement over a. distance of 10 feet. This translates to a slope of 0.025. Typically, the maximum allowable differential settlement, allowed for one story wood framed structures is .003. Since the settlement is' -time -dependant, the building may suffer additional distress in the future if remedial measures are not undertaken. Recommendations It is our opinion that future distress can be mitigated and the building can be partially leveled utilizing underpinning piers. The pier system should transfer building loads to more competent soil below the compressible fill. Trench logs prepared by others suggest that dense soil and weathered bedrock was encountered at approximately 7 feet, although that depth will vary over the old drainage channel. The underpinning system should consist of slender steel pipe piles installed around the perimeter footings, interior load bearing strip footings and interior floor griders. Pipe piles should be installed along the north, south and east perimeter footings, and replace the interior, isolated supports of the building. Figure 2 is a site plan of the building showing the approximate location for the underpinning piers. Prior to installing the pipe piles, all concrete perimeter footings, strip footings and wooden girders. should be inspected for cracks or distress by a civil engineer, and repaired where necessary. Pipe piles within the interior of the building should be connected to wooden girders which span between the concrete strip and perimeter footings. Isolated pier blocks within the distressed portion of the building should be disconnected and not be relied on for support. Piles should be spaced for the appropriate building loads -and the spanning capabilities of the perimeter foundation. Once the piles have been installed and tested, the building can be releveled by jacking. The slender pipe piles have a relatively small modules of elasticity and moment of inertia,.. and should.. not be relied on for lateral support: Short ,term pore pressures may develop during driving of the piles which may take several weeks to dissipate. Therefore, we recommend waiting approximately two months before making repairs to the structure to allow for adjustments. A perfectly level floor system should not be expected. General Pipe Pile Underpinning Specification Pipe piles should be a minimum 2 inch diameter, schedule 80 steel pipe provided with an oversize cast iron driving point. They should be driven hydraulically or pneumatically to a resistance of 18,000 pounds. Pipe caps are to be designed with suitable connection to the existing foundation. All piers shall be tested in accordance with the 1985 Uniform Building Code Section 2908. Special consideration may be given if the structure is to light too resist the 18,000 pound test load. Corrosion protection for pipe piles should be noted on the design plans and verified in the field. i File No. 2341-66 8 March 1990 Drainage Proper drainage is important in mitigating future movement of the building. Grading around 'the residence should be sloped so that surface water drains, away from the residence. Storm or, irrigation water should' not be allowed to pond or rest next to the footings. Landscape areas should be regraded so' that surface water is directed to properly designed drainage facilities. Our geotechnical opinionsare based on the site -conditions observed during our site visit on 14 November 1989. - It is possible during remediation that conditions could deviate from the. time of our site visit. Therefore, in presenting this letter,.we do so with the understanding that we will be able• to review the construction plans and observe the installation of the pipe piles for the residence. Our professional services were performed, and our opinions were derived in accordance with generally accepted geotechnical engineering principles and practices. This warranty is in lieu of all other warranties, either expressed or implied. Very truly yours, ANDERSON GEOTECHNICAL CONSULTANTS, INC Chuck Kull �o R IS Essl041 Project Engineer AN�Fq �y w No. 93�5, I� a Exp. �t��' Gery R Anderson cFo G.E. 95 J/ql TFCHN�� a�P C.E:G:"163 F 0f CAOo�` 0 c 0 ® o L V ro N N , 1� • 2 � O 10. co t N 1 IO FE6t �ISt� ESS Gor-T'OLi O.Z° GOr-+'ro ufx I AMDeRSO i WOTECHMICAL COMSULTAMTS, IMC. JOS VAI E I D E �— G Roseville (916) 78&ZW Grass Valley (916) M -SOIL T�I G-UFZT�— F I L'. C- r+0. 2 i 4I - t, Lo f,eb( ""P -Y 11.10 `t'i &urs - =— 2 File No. 2341-66 8 March 1990 Bullen, McKinley, Gay, Keitges & Pach 1000 G Street, Fifth Floor Sacramento, California 95814-0884 Attention: Scott Richert Arq)ERSON GL-1JTECI1NICAL CONSULTANTS, INC. Subject: House Distress- Jordan Residence 14669 Wood Drive Paradise, California REMEDIAL FOUNDATION RECOMMENDATIONS Gentlemen: F;. IBU1TG COUNTY BV1LIN1G DRARTMeNY APPROVpi) At your request and authorization we have completed our review of the distress to the Jordan Residence located at 14669 Wood Drive in Paradise, California. The findings of our review along with conclusions and recommendations for mitigation of future distress have been incorporated in this letter report. In order to prepare this letter, we have visited the site and reviewed a geotechnical investigation concerning the distress to the subject residence prepared by Koelzer Engineering Services on 1 June 1988. , On 14 November 1989, a representative from our office made a visit to the Jordan residence to observe the foundation distress and perform a liquid level survey of the floor throughout the main residence. The Jordan Residence appears to have been constructed over a relatively deep drainage channel which ran in a north -south direction through the center of the building pad. It is our understanding that the drainage channel was filled with native soil -without a culvert to channel water through the fill prism. Observation trenches excavated by Koelzer Engineering suggests that the fill placed in the drainage Swale was not compacted, and contained large quantities of organic debris. It is our opinion that the weight of the residence and overlying soil coupled with saturation of the fill resulted in time -dependant settlement which created differential movement across the building pad. The wood framed residence appears to have been constructed with a concrete perimeter footing with interior isolated footings and wood pier supports. The settlement of the fill has resulted in over four inches of differential movement across a 30 foot span within the residence. Figure 1 shows the results of our liquid level survey superimposed on the floor plan of the residence. The settlement has induced structural distress to the foundation system and created esthetic problems within the house. It appears that the perimeter footing around the building has cracked and isolated interior wood pier supports within the settling area have rotated towards the depression. 10563 Brunswick Road, Suite 6 • Grass Vallcv. CA 95945 • (916) 273 -SOIL File No. 2341-66 8 March 1990 Our liquid level survey suggests that the majority of the settlement has occurred along the east end of the residence, within the master bedroom, master bathroom, and living room. The "tight" - contours at the southeast portion of our contour map shows over 3 inches of differential settlement over a distance of 10 feet. This translates to a slope of 0.025. Typically, the maximum allowable differential settlement allowed for one story wood framed structures is .003. Since the settlement is -time -dependant, the building may suffer additional distress in the future if remedial measures are not undertaken. Recommendations It is our opinion that future distress can be mitigated and the building can be partially leveled utilizing underpinning piers. The pier system should transfer building loads to more competent soil below the compressible fill. Trench logs prepared by others suggest that dense soil `and weathered bedrock was encountered at approximately 7 feet, although that depth will vary over the old drainage channel. c_The=underpinni_ng_syst:em sh-o_u_ld-consist of saender_steehpipc piles_insaa11:c_d�around�the�per=imeter —footings; inter-ior load -bearing -strip -footings -and inter-ior floor-griders:�Pipe=piles-should=be=installed ,along-the=rnorth,-south-and_east=perimeter_footings,_and_mplace-the-interior,isolated=supports=of . cthe-building. Figure 2 is a site plan of the building showing the approximate location for the underpinning piers: -,Prior to -installing -the -pipe -piles; al -l -concrete- erimeter-footings; strip -footings _.and wooden_girders�sho.uld-be-ins-pected®for cracks or distress by a civil engineer; and -repaired where=necessary:_ Pipe piles within the interior of the building should be connected to wooden girders which span between the concrete strip and perimeter footings. Isolated=pier-blocks within the-distressed=portio- n_of_the-building-should=be=disconnected=and=no:t_be_relied_on_for-support. Piles should be spaced for the appropriate building loads and the spanning capabilities of the perimeter foundation. Once the piles have been installed and tested, the building can be releveled by jacking. The slender pipe piles have a relatively small modules of elasticity and moment of inertia,..and should.. not be relied on for lateral support. Short 'term pore pressures may develop during driving of the piles which may take several weeks to dissipate. Therefore, we recommend waiting approximately two months before making repairs to the structure to allow for adjustments. A perfectly level floor system should not be expected. General Pipe Pile Underpinning Specification Pipe piles should be a minimum 2 inch diameter, schedule 80 steel pipe provided with an oversize cast iron driving point. They' should be driven hydraulically or pneumatically to a resistance of 18,000 pounds. Pipe caps3are8to-be=designed=with=suitable—connection--to=r-he=existing=foundation. All piers shall be tested in accordance with the 1985 Uniform Building Code Section 2908. Special consideration may be given if the structure is to light too resist the 18,000 pound test load. cCor-rosion=protection=for_pipe_piles�sh_ould_be-:noted_on-the-design_plans-and-verified_in_the-field / File No. 2341-66 8 March 1990 Drainage Proper drainage is important in mitigating future movement of the building. Grading around the residence should. be sloped so that surface water drains away from the residence. Storm or. - irrigation water should- not be allowed to pond or rest next to the footings. Landscape areas should be regraded so that surface water is directed to properly designed drainage facilities. Our geotechnical opinions are based on the site -conditions observed during our site visit on 14 November 1989:. It is possible during remediation :that conditions could deviate from the time of :our site visit: Thereforein_presenting-this letter,--we-do-so=with-the-understanding_that_we=wilhbe3 . '�able'to-review�t-e_con hstruction_plans--and-observe the-installationYof-the-pipe-piles for -the Cfdsidence Our professional services were performed, and our opinions were derived in accordance with generally accepted geotechnical engineering principles and practices. This warranty is in lieu of all other warranties, either expressed or implied. Very truly yours, ANDERSON GEOTECHNICAL CONSULTANTS, INC. '.' �7 �� z It -It X Z/ Chuck Kull Project Engineer Gery F: Anderson G.E. 95 C.E.G` 163 QROf ESSIO c'Qy F AN�F9so2 c� s No. 95 m Exp.3 CHN��P �P 9lF OF CA11 - 2�9I FE--b�uo,�Y I11g0 '� 0 c 0 ® d� ,ti d N N �.o co ro. r° m Q Nf r/��I 11 nl l� O I Z 3 4 5 10 FE61r �IST�CEsS ool..r�ou�s � ' 0.2,° GorfOLi I�f�0.�P L AMDMSOM 6EOTECHM11CAL JD(� VA E✓ I D E COMSULTArM, IKC. -� .--+— ■�� Roseville (916) 78C WW Grass Valley (916) 273 -SOIL i C1 -V g f—: 5 41 — 1. Lo 'i�'i Csv�?- v-- Z I 12/10/1990 10:28 FROM SOIL ENGINEERING CONSTRUC TO 19165382140 P.01 znSOILciniiainc FACSIMILE COVER SHEET PLEASE DELIVER THE FOLLOWINGTAGES TO:. NAME: FAX NUMBER: LOCATION: FROM: FAX NUMBER: (415) 367-8139 NUMBER OF PAGES (INCLUDING THIS COVER SHEET): DATE: /:� �,qo TIME: REGARDING: -A COMMENTS:-- Q 7A/ z 1'7 /Fa.. '-,"Z / ArqUell(D 5rrezr. redwoodx rnio 94063 (415) 367-9595 - FAX 1-415) 367 -al 39 -, O cb � o 12/10/1990 10:29 FRdM SOIL ENGINEERING GONSTRUC T4 19165382140 F.02 SGML manic;l(1C rf%6c-. :)t ir-inn December 10, 1990 County of Butte Department of Public Works 7 County Center Drive Oroville, CA 95965 Attn: Mr. John R. Henry Re: Jordan Residence A.P. # 65-171-35 Ladies and Gentlemen: This is to confirm my telephone conversation with Mr. John Henry on Friday, December 7, 1990, wherein we discussed his letter of December 4, 1990, containing comments on the subject building permit application. The results of the telephone conversation are as follows! item numbers correspond to the comment numbers of the December 4, 1990, letter: 1. Anderson Geotechnical is in the process of reviewing the construction plans for conformance with their report. Assuming all is in order, they will write an approval setter. 2. The existing interior floor supports will be replaced with adjustable steel floor levelers rather than pipe -piles due to the cost of installing interior pipe -piles. Anderson Geotechnical will address this issue in their letter. 3. John S. .pack, R.C.E., is to be the special inspector per UBC Sec. 306 during driving and testing operations. Please see the attached resume. 4. Two dowels are to be installed at each pile cap (see attached sketch). This will rigidly interconnect all caps to the existing perimeter foundation. Very truly yours, ESS/ay S. John S. Pack, R.C.E.' Engineering Manager o.377'6 A7 SOIL ENGINEERING CONSTRUCTION, INC. XP. 122/37/92 Attachments \�`�i'�� CjVlt OF CA\ffi`1 927 Arguello 5rreer, redwood Gry; Colifornica 94063 (415; 367-9595 - FAX (415; 367.8139 © D m o rri c'D p C „z ® o m 71 C) G7 C O xm 12!10/1990 10:30 FROH ;OIL ENGIhIEERIhIG CONSTRUC TO 19165382140 F.03 DESIGNDASJD ON �SOIL F:E- ,of Ess�04 �� PORT B�' ANDERSON GEOTE(' �) -1 NICAL COi I1L'I'.y\r`I'; , 3:%8; on ; 1 2. ALL DI1MENSIONS .tiHO141 iN o. 3773 I ARE APPROXIMATE AND 1 XP. 1Z/31/92 MUST DE FIELD VERIFIED, 3.. CONCRETE TO DE 2,000 "'OF PSI AT 28 DAYS. CAO Y 4. REINFORCING STEEL TO BE GRADE SIO U.N.O. 5. LIMITA'T'ION: WORK TO BE �`--- APPPCIX. PERFORMED LIMITED TO Exzsrrn,6 ITEMS AND ND INSTALLA'T`ION �PfiDc SHOWN ON THESE DWGS. tY,ISTrn, FRAMING '.-<'_- ._! 6. LAYOUT OF EXISTING E ISFIPi— Rr'EAP —Y �� RESIDEI�if' -� ,E BASED ON �,, :;,- ExcavArILPub � L OBSERVATIONS, � 1141 FIELD 'VERIFY. X'AWf) 040 ?,-p'f VIDTH SCREW JACK (LEAVE IN CGT1C.) CONSTRUCTION -� JOINT • -� 1 I �' 1'• ��, 3— 3's Eld c D IN FIPE. OR t-'tb"x" fit/ � � _• • • � =1 c.Jr� FE,L ✓Irr, ! _;; j , .� 2' DIA. EXTPA STRONG 2.0J0 PSI (SCM� .. 8l;+.> PIPE, DRIVEN sirr"_AGTH F 23 DA°5. l - TO REFUSAL. CAiIrV7-P TLE': PfVE Ff0:--P Lc Irj -t•' 1T 1 '1; !`-O' F'1=RFDRATE IL�tpti Lr. (;APfiCITY ! r2 AL LJW GRL11ir INJECTIGN r' MAX I ----AST .A4FCN D.RIVIt"lG r- INT SECCTION A -A NO SCALE w RCPERTY CF CJI! EtiSi.'iEtRip[ CiTtsiRUG,,f1gi "NTEB ?4[NI-rfLE S1`?Eh; 7N1$ ,S FGR C. NO ITS AUTxrR;_E_ CLIENTS, JORDAN RESIDENCE 14669 WOOD DRIVE IMAG AMA. CALIFORNIA SOIL ENGINEERING CONSTRUCTIONm EVE FENECP MA1/E: FOUNDATION Rl~1'Z. JSP I ')ATF.! t l /20/ 00 IOP NO.: — 191 013 SII. 1 01 4z;r'�L'i. �:c"'woo''i �71tv. i"A 94063 ('i 1 ) :i67 O m o� O C) 03 Lo pm N 12/10/1990 10:30 FROM _OIL ENGINEERING CONITRUC TO 19165.332140 P.04 SOIL. • _ , .. _ Enoniainc- rune72i ir: inn . R E S U M E JOHN SHELDON PACK, P.E. EDUCATION: 1977 Montana State University Bozeman, Montana Master of Science in Civil Engineering 1976 Montana State University Bozeman, Montana Bachelor of Science in Civil Engineering EXPERIENCE: June 1984 to Present* ENGINEERING MANAGER/AREA MANAGER, Soil Engineering Construction, Inc. (SEC), Redwood City, California. SEC is a specialty geotech- nical design/construct firm in the field of soil and foundation stabilization. As Engineering Manager, Mr. Pack has responsibility for supervision of all in-house engineering activities including calculation, drawing, and specification preparation, client,interfacing, field quality control, :management of computer functions, etc.. He has given expert testimony on a consulting basis on numerous occasions. As one of the six principals in the firm, he has additional responsibilities in overall company management: personnel, corporate planning, and finance. Prior to August, 1989, he was an Area Manager with responsibility for marketing, estimating, bid preparation, contract negotiation, engineering, construction management, field inspection, and supervision of three full-time construction crews in the San Francisco East Bay Area. Project experience includes landslide repair, cliff stabilization, retaining walls, tiebacks, foundation underpinning, building re - leveling, tunnels, excavation shoring for foundations and hazardous waste removal, grouting, erosion control and drainage. June 1980 to June 1984 SENIOR CIVIL ENGINEER, Montana _PowerCom_bany, Inc., Butte, Montana, Generation Engineering Department. Responsibilities included the design and construction of various power plant improvement projects, supervision of new plant construction, and participation in siting studies for new plants. Project types included equipment and structure foundations, structural steel for equipment supports, waste disposal ponds, emergency design and on-site supervision for repair of fire damaged cooling towers, hazardous waste management studies, and construction of two new coal-fired power plants. *Resume compiled October, 1990 927 Arguello Sweet, Redwood Ciry. Coliffomia 94063 (415) 367-9595 • FAX (415) 367.8139 COUNTY OF BUTTE DEPT. OF PUBLIC WORKS DEC 10 1990 12/10/1990 10 31 FROM SOIL ENGINEERING CONSTRUC TO 19165382140 P.05 SOIL moniaine R E S U M E John Sheldon Pack, P.E. Mage Two of Two EXPERIENCE (CONTINUED): September 1979 to June 1980 PROJECT CIVIL ENGINEER, Seton, Johnson & Odell, Inc., Consulting Engineers, Portland Oregon. Responsibilities included general civil/structural engineering for commercial and industrial clients. July 1977 to September 1979 CIVIL ENGINEER, Pacific Power & Light _Co., Portland, Oregon, Gen- eration Engineering Department. Duties included structural steel, drainage, earthwork, and hazardous waste design for plant projects. PROFESSIONAL REGISTRATION AND AFFILIATIONS: Registered Professional Engineer in the states of California, Montana, and Oregon. Member, American Society of Civil Engineers. SIGNIFICANT ACCOMPLISHMENTS: (recent) 1990: Successfully designed. and 'constructed a major tieback retaining wall to repair earthquake damaged slope, 1989: Participated in design and construction of underground 10 - car parking garage under an existing building in San Francisco. 1988: Designed and constructed structural steel retaining brace for an existing failed 15 foot high concrete retaining wall. 1988: ' Designed and constructed a 6 foot diameter, 22 foot long, drainage tunnel below a freeway to repair a damaged culvert section. Tunnel access was provided by a 3 foot diameter shaft drilled from the shoulder of the freeway. 1986: Successfully repaired a major house -threatening landslide in a tight access area utilizing a combination of buttress fill and soldier beam and wood lagging retaining walls. 1986: Constructed a shotcrete/tieback rock stabilization wall on a 40 foot cliff. Construction crew used mountain climbing techniques to position equipment and materials. 927 Arguello 5;reer, Redwood City, Cclifornio 94063 (415) 367-9595 - FAX (415; 367-8139 TOTAL P.05 post -it" Ordaa DE-- 13 '90 09:12 ANDERSON GEOTECHHICAL CONSULTANT P.1/1 FaxTransmii#al MemoNo. 01 7672 Fages T°days t)etat,� Time From Company• ...... Company Location .ovation Capt. Charge Fax #.. .. ........ ._ r. 7elsphone # Fax #Tolephone # Cj :Jrrin.BntS Qrgindl Cupositier,: Destroy Return �call for pickup ANDEOSOM GEOTECHNICAL File No. 2341-67 CONSULTANTS, INC. 12 December 199(1 'AM Soil Engineering Cotlstruction, Inc. 927 Arguello Street Redwood City, Califcunia 94063 Attention: f0ltn Pack Subjec is !-louse; Distress- Jordan Residence 14669 1Vo ocl Drive Paradise, California PLAN REVIEW Gentlemen: At your request and verbid authorization we have completed our plan review for the remedial fountlatiott repairs 1'or Lite Jordan Residence located at 14669 Wood Drive in paradise, California. Our firm completed a letter report for remedial foundation re:cormmendations for the Jordan Residence on S March 1990, The plans submitted for review were prepared by Soil Engineering Construction, Inc. and include a cover letter, at reduced foundation plan with secticitts through the Page's of caticulatiorts. The foundation plan shows handrdugtunderpinninger walls and r p er holesnterior oaiond thcers �eastern portion of the building and western portion of the garage. The interior floor girders arc. proposed to be supported on adjustable screw jacks. The underpinning piers are to be supported on slender steel, schedule $0, pipe piles east iltto rhe underpinning footings and reinforced. Screw leveling jacks will support the existing footing and bear on the new cast footing. The exterior screw jacks will be cast permamently into the pier caps, The depth of the piers will vary based on the strength of the soil at depth. It s our understanding that the piles will be. driven to refusal tender a load of 15,000 pounds. Our letter report suggested that the interior floor girders be supported on driven pipe piles as well as the perimeter footings. Soil Engineering Constt'uction, Inc. plans to support the interior floor girders on adjustable screw jacks, It is our opinion that the screw jacks will perform adequately. However, due to the poor soil conditions in the near surface soil, the floor jacks may need to be adjusted. Periodically.. No corm,. •;m protection as noted oil the foundation plans. The contractor claims that studies conducted oil corrosion of pipe piles indicates t1lat the thick walled pipe life ex of the residence_ pectancy far exceeds the life expectancy It is our opinion that the foundation plans submitted b Soil Era ineering ontruct conformance witil our letter report for the Jordan Residence c: atecl.8 I�fa {tsly9p'on, Inc. are in general Very truly yours, ANDERSON GEOTECHNI Chuck Dull Project Engineer G.E. 95/ C,E.G. 163 10563 Brunswick Road, Suite 6 • Grass Valley, CA 95945 0 (916) 273 -SOIL i ,..� i•IH'J'. 1: },. �' .i�Ti "'.•�•. r. f�`�.i.5a •� .I♦ 'fit � ,.,'� j of w r rs �5.i� u� 4��i'� 1��i�.�Crys4!(�� _ � rd•Ik�:� .rib: yli� �n1 ,r1Ot17UTi111i7� nativirtvEl hog 2:�5Ti2 �iluua�A iSC' E.c�O�� F.itilUJSIB.� ,�li'� bcaca•xrLsA • • sarlslrizs�i nt1a��L-zia�s�iCl uzi.oH :13;1du2 bvila l)OcM fA n1O1ilt''3 fatibulfiq GQ�ox �`;�.>G•'' yyJ :n5[n�lin�r� nolit;i)nttoi lsibsrtlsY sdj tal w5iv8t nslq wo Q11--'-=qrw)�) tmid L,-.v s�oiji;siToriitsu l ujs� bni, iwyj 1A byJ:5!gmoa mi'ii itjC) .r,into3its7 ,s2ihstsq ni svizCL booW Q>c)41 In >az>3t<�f3i ;,,t*3bia.�A itubioL Orli cul 2lit.gg4 0 lT Wel ciajsl'f: 8 no 3an5birsSl nnhiOt s.ij uo1 2nOiirbrt mma T noil�sl)nuril lris,�fnaT 101 11o"i 1y1sul iafi�l yaw sbulani bits .0111 .nO1jDujj?nu;) gnit3uni�n61107 t d btm.piq ut3 ens` =q ov'i bn>> 2Y9llli� TooA Toi'ls3ni t�nr. tllrsw Tsi3sti;luq Brij Ilgno�ttlj �.tloiia�a tiily� tlt ,ri nnist;brlLitt! bs,IsbOT rs rt1ij?�5 3r!] gno:t; t0luti i9iq �ninniq�ubnu-pub bnc4 awutiz n>;lq 11011+l:►nuo3 sii"f r;�raa�elu0lrs q -Ad ns bozNoij *-IE av5btig i0on 10i"Wai 5dT .�as�fi stiff ';ca nt�siioq m0� � j, bnt owitbjlijd I ; u ,,) b i3ociq� a tsh:3daz ,13910 -i�bri5la no b*jiogqua 0d of *Ts a-4iq. r.nttigvubna :AT . �{ l sr+l jicxlgyz lliY, z�1as�. nif:Xv9l w�za2 ,bs,tolri Y bm, ?gni'400 P-rtinnigisbn o ",at[bna a i { �1 n •Macs ' Oini �Zljn*m;a t)q izci tcd 11iw ra 5sit ',,rsiaz "OlIt x� yfll'-�11ljoo1 izra vr3�� s 1 n tuo Zi ii .digsb it. !io-r. ilj lr� ,itap31sa 5dj no U:iud "Av l4w au)iq ---)d) to daq;l� WiT c1ra I�:q -'d) jxvga7 �3jisl zuQ zbnuc)q 000.8110, boot s vsE nun�:s s 0a 0u2 sd b vi 3bYialloorl 7311 �niisdl Ju b l�al a b vz aarliiool T9js[lch5q Jdi z% fhw M zJliq 5glq na ilb qq •zA-)51 wszsz 5!!ias2u�bts no a-mbiia 70011 10iT3jni grit jtogq,3z of, arlr.lq 1stl ,ne)isauTiznifJ aniTa3nign.� 1102 znaslibrio5 !"tr`z zoQq arli of Sub Thva'r�ol� .�I3j;.Jja3b;, riYo3iuq lli�v Mar{ NMU 311J lrfi,} rtoini''!o iuo zi t1 . Hraibohsq i)W?'t {jb i sd �A S;x3n vin �A:)r;i 'loon srli .40? 0at11Tu, 18 ,rl sdj ni b9.t31�bnU� 2511)ttjz irrlj minty Tojoranm) 5dT .2nrtlq ❑uilfbf'uQ1 5t13 C+c) b 'J" ar. r1Utf +vjn'!t� ,I(:..ti ��•� OV, �snesa5gxy �3i1 afli zD�s,:cs 701 tanr�sasgx3 Ail c:gtq b-lluw �►aitii arls srs{s �s3�a'ti.n} eulic� ugitl3o .*tli2oT yd! iCIO 1s,3�r1�4 ni sTtyani ,tZoii0uTizstC� anilunnign5 lir,?, Yd b!,jjiiadtsx artxlq rbnu4i stij )t`rl:lttC.` ,ignan �fulfm� 3'J�l',31Ji2a:l. Arbza% sdj Tt73 j17:1:a7 zs•131 Tuo S aiutJ`f �!u'll Yis1T .f,T.iJ2/lC�"? f,'1viH���'1'O3J �.0?i13Q'fiA Fat .3 t7 1 earl{��.� f3�[crTq .ljoa-e1ZT caret a r Mea �;gllc tzt,•tc' z a ;w• ..z�- � ,�•�:��:.. �cj ;__aF r Temp. Power Pole f = .a� + Called PG&E Temp. Elec. Ser,. Called PG&E Temp. GasServ. i Ca l l edyP G& E J B J ALED /Flo (Date) (Signatur A _"MIT N0. 3496-79B P E M PERMIT EXPIRES '€ OWNER � �� L. L. Brians a £ owner 'CONTR. -LOCATION 65-171-35 (A.P. 100 Tikker Lane, lot 366, Fir Haven Sub, Magalia �4 t .t P f }q' Temp. Power Pole f = .a� + Called PG&E Temp. Elec. Ser,. Called PG&E Temp. GasServ. i Ca l l edyP G& E J B J ALED /Flo (Date) (Signatur A COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 695 Oleander Avenue, Chico — ;Phone 343-4211, Ext. 70 7 County Center Drive, Oroville — Phone 534-4541 Skyway -and Elliott Road, Paradise — Phone 877-3435 CORRECTION NOTICE BUILDING OR PROPERTY ADDRESS A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. 01 - Inspector Date Reinf. Steel I Final 14// U / Y" I Fixtures r T Stucco , I Final ISubDanels \ L Scratch Heating Service /' Brown Cooling Temp. Porte- / e -- Finish Ducts I'D 4 Underground Interior Lath rJ6Ventilation Pennane Door Closer Final V Final MOBILEHOMEUTILITIES-------- ------ Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping BI L E E INSTALLATION -4 - - - - - - - - - - - Support Elec. Continui Water Piping Drainage 4 Gas Piping Gce - !cr o �E Avpcw ac!< DATE REMARKS OR CORRECTIONS ti 17 /1 e7c c © I 3 (NATE: An entry mmee,on this isr(D each time you visit the job site.) COUNTY OF BUTTE — DEPA,R�T,*MENT OF PUBLIC WORKS BUILDING INSPECTION RECQRD ' BUILDING c ;BUILDING (Cont'd) PLUMBING 7Setback 7 Firewall 4 1 Soil Piping c, Forms 7::-16 Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings - 7 3rd Floor Stemwall /I:5- 71 06 t1ding"I To out Slab Roof Sheathin Water Pi in I Q' Piers— - %r1 &CO Roofing Sewer Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. Stemwall 6 -% a Insulation Heaters Slab Prov. for physical Appliances Carport handica ed Conformance o x. Gas Piping & Test) Footings structure Tem . Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing / , ELECTRICAL Reinf. Steel I Final 14// U / Y" I Fixtures r T Stucco , I Final ISubDanels \ L Scratch Heating Service /' Brown Cooling Temp. Porte- / e -- Finish Ducts I'D 4 Underground Interior Lath rJ6Ventilation Pennane Door Closer Final V Final MOBILEHOMEUTILITIES-------- ------ Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping BI L E E INSTALLATION -4 - - - - - - - - - - - Support Elec. Continui Water Piping Drainage 4 Gas Piping Gce - !cr o �E Avpcw ac!< DATE REMARKS OR CORRECTIONS ti 17 /1 e7c c © I 3 (NATE: An entry mmee,on this isr(D each time you visit the job site.) COUNTY OF BUTTE — - DEPARTMENT OF PUBLIC WORKS '0 7 County Center )Drive OroviIIe, Calif ornia95965 Telephone: 534-4541 APPLICATION AND PERMIT.fi (U authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X:, � Date ,/__#'- % Signature of Permitee or Agent Receipt No. a VIF S 2 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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. DIRECTOR OF DMLIC WORKS ByDate B f (ding permit expires Date BUILDING Owner SQ. FT. OCC. BUILDING VAL ATION Vis 0 C3 ci Mailing Address ` r� Telephone No. got Oyu O F}Q r Contractor u Mailing Address Fireplace Total Valuation Telephone No. Permit Fee o� Building Address_ VO Plan Checking Fee&/or Penalty Permit Fee , PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 3. (J0 Each Trap 1.50 or.., 4p7_(per S" Repair drainage or vent piping 1.50 -� A. P. No. �p� �oning & Pla g Water piping 1.50 J� Each gas water heater or vent 1.50 es C. Sq on I Fire Dept. F i re Zonp., Use Pe it Gas piping system 1 -5 outlets 1.50 EQA Parking Plans Parcel Declaration Parcel Ma 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 Bldg. Plans Recd Parc roval I Plans provol Lawn sprinkler system 2.00 NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ Permit Fee $ (0 ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 O -C) Main service 600V OR LESS 5•00 100 AMP OR LESS Single Family Duplex ❑ Mobil Home ❑ Others ❑ Main service EA. ADD'L 100 AMP 2.50 Main service OVER 100 AMPeo0v OR LESS 25.00 n Main service EA. ADD•L 100 AMP 1.00 NEW CONST. DW UP, 5i 2CS ft OR ADONS. ( AC . q / q D CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: NEW CONSTR L C CI T NON.RESID ( BRANCH CIRCUITS) 12.50ea ` , NEWCONSTR./POWER APPARATUS 6 NON .RESID. \SINGLE OUTLET CIR. Ex. Occuo(OUTLETS OR FIXTIIRES O Lej FIXED ALNS Ex. Occup.(OUTLETSP(RESID.)REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 �1ScAlW ELI am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑IWhave placed on file with the County of Butte a certificate of orkmen's Compensation Insurance. 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 the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 010 Heating &,.A, v Cooling Ventilation Hood 2.00 Q© Permit Fee $ aQ© $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $ 0C TOTAL PERMIT FEE $ authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X:, � Date ,/__#'- % Signature of Permitee or Agent Receipt No. a VIF S 2 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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. DIRECTOR OF DMLIC WORKS ByDate B f (ding permit expires Date 1 /r OWNER RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX, `& MISC. ONLY) Bldg. Permit # - 7? A•. P.'# 3S— A. GENERAL Zoning requirements.(sideyards and parking). �aluation. Signature by R.C.E. or Architect (if required). B. PLOT PLAN Complete parcel size and dimensions. u. Setback; sideyards, easements, etc. Other buildings or structures. - Grading, fills, drainage. . C FLOOR PLAN Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1405). (! Required windows for second exit (Sec. 1404). Allowable glazing for energy requirements (20% max. per.State law). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1407). G.F.C.I.'s in baths and exterior outlets (Sec. 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations of water heater, heating & cooling -equipment, other electrical or gas equipment, and plumbing fixtures. Garage firewall, door size, and closer (Sec. 503(d)(4)). f 1 - 3'0" exterior exit door (Sec. 3303d). 1Fireplace location. 61� Smoke detectors (Sec. 1413). D. STRUCTURAL DETAILS ol?" Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. 4:�Roof construction details complete enough to construct building. p5i� Fireplace construction details and calcs if over one-story in.height. d' Sufficient data and details to satisfy energy insulation requirements (State law). US ITEMS ' TO LOOK ( CCX plywood on exposed locations and overhangs. V�Stairway details (Sec. 3305). ' Guardrail details (Sec. 1716). 'ki.. Brick or stone veneer (Chapter 30). 15. 'Exterior plaster - weep screeds (Sec. 4706 & 4708). Proper roof pitch for roof covering (Chapter 32). Rafter ties or bearing ridge beam. Garage..door or porch header sizes. Adequate bracing. 1� Living area over garage - complete 1 -hour separation walls and posts, etc. Two (2) exits on three-story dwellings (Sec. 3302). required including supporting d 0 RES IDENT IAL ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTALLED IN CONFORMANCE WITH CURRENT ENERGY CONSERVATION REGULATIONS (location) . BUILDING PERMIT. NO. �� - �� , �i'/ A;P. NO. THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED PLANS: (Check each item or write N/Aiif not applicable) INSULAT ION : Slab Edge. Fdn. Walls Floors Walls ' " a+( Ceiling/Roof 6"9,9rs, Ducts&SP:�b/ iy n, ,j, Circulating Pipes N APPROVED HEATER/4¢ APPROVED WTR.HTR. Plighn ,FN e,v 91 i isle e GLAZING: Single Glazed Special (Insulated) CERT. & LABELED WDS. & SLIDING -,DRS. DueA e,, yA�e2 WEATHERSTRIPPED DRS. ,r', ,,, A op e) BACK DAMPERED FANS A. F4, INTERMITTENT IGNITION DEVICES CERT. APPLIANCES 6 A, I DECLARE THAT ALL REQUIRED ITEMS AS NOTED ABOVE HAVE BEEN INSTALLED IN ACCORDANCE WITH THE ENERGY CONSERVATION REQUIREMENTS AND AGREE TO. THE COMPLETENESS OF THIS CERTIFICATE AS SUBMITTED. Insulation Applicator Name lye/.b s Signature of(please print) Insulation App licator • State Contractors License No. General Contractor/Owner Name 67u1A1,oA, - A_1-, 13 a/4AiJr (please print) Signature of ` � General Contractor/Owner DateQp)1/1-16-/4i,yj State Contractors License No. THIS CERTIFICATE MUST BE ON FILE WITH THE BU ILD ING DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION AND SHALL BE POSTED IN A CONSPICUOUS LOCATION WITHIN THE DWELLING. SOIL Encinrcainc cens��uc�ien,, R E S U M E JOHN SHELDON PACK, P.E.:) EDUCATION• 1977 Montana State University Bozeman, Montana Master of Science in Civil Engineering 1976 Montana State University Bozeman, Montana Bachelor of Science in Civil Engineering EXPERIENCE• June 1984 to Present* ENGINEERING MANAGER/AREA MANAGER, Soil Engineering Construction, Inc. (SEC), Redwood City, California. SEC is a specialty geotech- nical design/ construct firm in the field of soil and foundation stabilization. As Engineering Manager, Mr. Pack has responsibility for supervision of all in-house engineering activities including calculation, drawing, and specification preparation, client interfacing, field quality control, management of computer functions, etc.. He has given expert testimony on a consulting basis on numerous occasions. As one of the six principals in the firm, he has additional responsibilities in overall company management: personnel, corporate planning, and finance. Prior to August, 1989, he was an Area Manager with responsibility for marketing, estimating, bid preparation, contract negotiation, engineering, construction management, field inspection, and supervision of three full-time construction crews in the San Francisco East Bay Area. Project experience includes landslide repair, cliff . stabilization, retaining walls, tiebacks, foundation underpinning, building re - leveling, tunnels, excavation shoring for foundations and hazardous waste removal, grouting, erosion control and drainage. June 1980 to June 1984 SENIOR CIVIL ENGINEER, Montana Power Company, Inc., Butte, Montana, Generation Engineering Department. Responsibilities included the design and construction of various power plant improvement projects, supervision of new plant construction, and participation in siting studies for new plants. Project types included equipment and structure foundations, structural steel for equipment supports, waste disposal ponds, emergency design and on-site supervision for repair of fire damaged cooling -towers, hazardous waste management studies, and construction of two new coal-fired power plants. *Resume compiled October, 1990 927 Arguello Street, Redwood City, California 94063 (415) 367-9595 • FAX (415) 367-8139 SOIL Enclniainc cnnc: mi R E S U M E John Sheldon Pack, P.E. Page Two of Two EXPERIENCE (CONTINUED): September 1979 to June 1980 PROJECT CIVIL ENGINEER, Seton, Johnson & Odell, Inc., Consulting Engineers, Portland Oregon. Responsibilities included general civil/ structural engineering for commercial and industrial clients. July 1977 to September 1979 CIVIL ENGINEER, Pacific Power & Light Co., Portland, Oregon, Gen- eration Engineering Department. Duties included structural steel, drainage, earthwork, and hazardous waste design for plant projects. PROFESSIONAL REGISTRATION AND AFFILIATIONS: Registered Professional Engineer in the states of California, Montana, and Oregon. Member, American Society of Civil Engineers. SIGNIFICANT ACCOMPLISHMENTS: (recent) 1990: Successfully designed and constructed a major tieback retaining wall to repair earthquake damaged slope. 1989: Participated in design and construction of underground 10 - car parking garage under an existing building in San Francisco. 1988: Designed and constructed structural steel retaining brace for an existing failed 15 foot high concrete retaining wall. 1988: Designed and constructed a 6 foot diameter, 22 foot long, drainage tunnel below a freeway to repair a damaged culvert section. Tunnel access was provided by a 3 foot diameter shaft drilled from the shoulder of the freeway. 1986: Successfully repaired a major house -threatening landslide in a tight access area utilizing a combination of buttress fill and soldier beam and wood lagging retaining walls. 1986: Constructed a shotcrete/tieback rock stabilization wall on a 40 foot cliff. Construction crew used mountain climbing techniques to position equipment and materials. 927 Arguello Street, Redwood City, California 94063 (415) 367-9595 • FAX (415) 367-8139 SOIL cnclnEcilnc consciucaon . D\v D January 14, 1991 County of Butte Department of Public Works 7 County Center Drive Oroville, CA 95965 Attn: Mr. John R. Henry RE: Foundation Repair -Work @ Jordan Residence 14669 Wood Drive Magalla_, Cal.i.f-o-r--n a A P. # 65-17'1-35 Ladies and -Gentlemen: This is to inform you that all work was performed in conformance with the County approved plans and specifications and that all pipe -piles were installed per the plans and specifications. Very truly yours, J hn S. Pack, R.C.E. Engineering Manager SOIL ENGINEERING CONSTRUCTION, INC. 927 Arguello Street, Redwood City, California 94063 (415) 367-9595 • FAX (415) 367-8139 y (A• FOREST HOLE TP2 i TEST TRENCH LOCATION (TYPICAL) CRACKS � �— T P3 NTv GARntE x WET AREA TP1 U W411rumd DEPARTM611 F A�PPR VED DRIVE /Z�/3 A70 i J WOOD ROAD 5 � TF c s set of pkkft OfW ° i tion kept on the job at all fir es anJ it is k) O o c� CD 21 ✓ e— make any changes or elte ration on se /V o. C)'4-4 i wri#en permission from a De rtm V 1 • he WO&S, County of B fte, NOT&--Al Materials & Workmanship S6A Be hi Accordance with Recognized Good Practices and of a quality prescribed for the Specified use in Ae Uniforms Building, Plumbing & Mechanical Codes ani 06 Nott" Electrical Code. r� --/Z US be sw{ � witho�# of Ppb= EXISTING FRAMING -� EXISTING REBAR EXISTING FOOTING 1'-6 at &KXFIf1� ` SCR (LEA VE R 2—#4 DOVEL S \ OdO o I CONCRETE VITH -� 2,000 PSI COMPRESSIVE STRENGTH P 28 DAYS. DRIVE PIPE -PILE TO 18,000 L B, CAPACITY i 6' MAX APPROX. EXISTING GRADE -� GENIL NOTES I. DESIGN BASED ON SOIL RE- PORT BY ANDERSON . GEOTECN NICAL CONSULTANTS, 3/8/90. 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE AND MUST BE FIELD VERIFIED. 3. CONCRETE TO BE 2,000 PSI AT 28 DAYS. 4. REINFORCING STEEL TO BE GRADE 40 U.N.O. 5. LIMITATION: WORK TO BE PERFORMED LIMITED TO ITEMS AND INSTALLATION SHOWN ON THESE DWGS. 6.. LAYOUT OF EXISTING RESIDENCE BASED ON -�/EXCAVATIDN Z:� - BSERVATIONS, LIMIT Iti4L�p . :), i8E'PaxY GRot7- ( )'00s i 2'-0'f VIDTH�,- �- CONSTRUCTION JOINT ----44 e6'DCEV 3-f#3's EMBED IN PIPE, OR 6'x6'x ;'IE 2' DIA. EXTRA STRONG (SCHED. 80) PIPE, DRIVEN TO REFUSAL. (MINI -PILE') EOTTOM V-0' PERFORATED TO ALLOV GROUT INJECTION CAST IRON DRIVING POINT SECTION A -A NO SCALE 4 o. AMU 61UIL:DING DEPARTKNI PRCPERT)' Dr SOIL E- GTNEERING CONSTRUCTIO>`d INC. 'ENT AI HINI-PILEUT SZED C THIS DRAVDAi fS TOR A. P P R 0v E D '!C. AOrO ITS AUTHORIZED CLIEPTTS. /�SPEc7- OA.1 SPEC/.�C I&S�EGTO/2 7-c) Ac- g-Ctj/2E ?� , /Z elgo JORDAN RESIDENCE 14669 WOOD DRIVE MAGALIA, CALIFORNIA SOIL ENGINEERING CONSTRUCTION PROJECT NAME: - .. FOUNDATION REPAI. DRAWN BY: CNECFTZ BY: JSP DATE: 11/20/90 JOB NO.: 91-013 SEI. 1 01 927 Arguello Street., Redwood City, CA 94063 (415) 367-9:, File No. 2,14.1-67 -. _%:_12. December"1-99() .. _ . Soil Engineering Construction, Inc. 927 Arguello Street Redwood City, California 94063 Attention: John Pack Subject: House Distress- Jordan Residence 14669 Woos{ Drive Paradise, California PLAN REVIEW Gentlemen: ANDERSON GEOTECHNICAL CONSULTANTS, imc.. At your request and verbal authorization we have completed our plan review for the remedial repairs for the Jordan Residence located at 14669 Wood Drive in Paradise, California. Our firm comdation a letter report for remedial foundation recommendations for the Jordan Residence on 8 March 199Q The Plans submitted for review were prepared by Soil Engineering Construction, Inc. and include a ever letter, a reduced foundation plan with set;tiotis through the perimeter walls and interior boor girders and two pages of calculations. The foundation plan shows. hand dug underpinning pier holes along the eastern portion of the building and western portion of the garage. The interior floor girders are proposed to be .. supported on adjustable screw jacks. The underpinning piers are to be supported on slender steel schedule S0, pipe piles cast inl0 the underpinning footings and reinforced. Screw leveling jacks will support he Pp e�tisting fooling and bear on the new cast footing. The exterior screw hacks will be cast permanently into the pier caps. The depth of the piers will vary based on the strength of the soil at depth. It is our understanding that the piles will be driven to refusal under a load of 18,000 pounds. Our letter :'.suggested that the interior floor girders be supported. on driven pipe piles as well as the perimeter f report Soil Engineering Construction, Inc. plans to support the interior floor girders on ad',.p ootinstable gs.. It is our opinion that the screw jacks will perform adequately. However, due to the poor soilcondirew tionsin the near surface soil, the floor jacks may need to be adjusted periodically. No corrosion protection as noted on the foundation plans. The contactor claims that studies conducted Oil corrosion of pipe piles indicates that the thick walled pipe life expectancy far exceeds the life expectancy of the residence.. our opinion that the fotindi fioripplans su "mance-"v" 'our'letCer-report for the J Very truly yours, by Soil Engineering Construction, Inc._are,in.gene esidence -da ted_8_March-1990;,- j ANDERSON GEOTECHNIC CONSULT Chuck Kull e F.. Anderson Project Engineer G.E. 95/ C.E.G. 163 . 9CiIL�t�C DEPAM. , wy- APPPpVED- 10563 Brunswick Road. Sulk 6 • Grass Valley, CA 95945 • (916) 273 -SOIL WATERJI SERVICE ■ Minimal impact to project site ■ Highly portable - No need to grade a working bench ■ Superior drilling - rates ■ Low noise level ■ Greater flushing capabilities ■ Varied, open hole surface ideal for dewatering Soil: 10 -plus f.p.m. Soft Rock: 5-10 f.p.m. Actual drilling rates vary based on time allowed for drill steel extensions, types of material and access diffi- culties. ......................................:...... Hand-held drill: Extremely difficult access No dust, low noise levels Rock bolts Tiebacks & horizontal drains under 60' Rack -mounted drill: Tougher drilling material Higher rotation & thrust No dust, low noise levels Tiebacks & horizontal drains over 60' ' PIONEERING WATERJETS IN CONSTRUCTION HIGH DRILLING RATES, GOOD FLUSHING, ULTIMATE MOBILITY HORIZONTAL DRAINS: Waterjet drills are made-to-order Extremely high drilling rates, good flushing and ultimate mobility without the inconven- ience and environmental impact of a tractor rig have established the waterjet system as the superior application match in boring horizon- tal drains. Soil Engineering Construction Inc. has had great success with high pressure waterjet drilling for horizontal drains. After five years of in-house field use, this job -proven, competi- tive system is now being made available for any drilling project. One- to -four -inch holes as deep as sixty feet can be drilled with the hand-held drill. A rack -mounted unit is available for deeperpene- tration or extremely dense material. - Easily transported and set up by a two- man crew, the waterjet drill accesses the most remote or ecologically sensitive sites with cost effective service. Drilling rates exceed-- and flushing volumes equal-- those of more expen- sive horizontal drill rigs. EXAMPLE PROJECT '`„ The hand-held waterjet drill shown above is being operated by SEC's two-man crew to install horizontal drains in an underground parking garage. SEC's eighteen years of experience in dewatering soils on the West Coast provides a unique level of supprt and expertise for this state-of-the-art drill. Waterjet rig saves time, money AND the neighbors fence RESIDENCE, EL SOBRANTE, CA Job Description: Install horizontal drains to relieve ground water from a deep slide plane. Hole Depth: 60 feet Hole Diameter: 2.5 inches This residence was located at the top of a very steep, heavily wooded hill with a creek run- ning at its base. The only access for a conven- tional wash -bore rig to the installation site at ,the rear of the house was through a neighboring CONTINUED ON REVERSE FOR MORE INFORMATION ABOUT WATERJET SERVICES CALL 800/826-5990 WATERJET SERVICES is a wholly-owned subsidiary of SOIL ENGINEERING CONSTRUCTION, INC. 927 Arguello Street, Redwood City, CA 94063 415/367-9595 Ask about other WATERJET SERVICES from Soil Engineering Construction: ■ Concrete demolition without stress fractures or damage to reinforcing steel ■ Industrial cleaning. ■ Wet sandblasting ■ Form cleaning ■ Scarifying concrete ■ Expansion joint removal EXAMPLE PROJECT CONT. yard. Taking this route would have entailed dismantling two fences and cutting a bench in the hillside for the rig, contributing signifi- cantly to the cost of the job. Using the waterjet drill eliminated both . obstacles. The hand-held drill assembly oper- ated as a remote unit at the back of the house, connected by hose to the engine -driven hy- draulic pump parked on the street. Drilling from a portable platform, SEC's crew was able to access the drilling site with little or no impact to the hillside. The holes were drilled upward at a 5 degree angle. Drilling rates were excellent -- more than ten feet per minute. The crew was able to drill a hole and install the drain pipe in less than one hour per drain. The job was completed in one day. The engineer's estimate using a conventional rig was three days, including dismantling fences and cutting a bench. The waterjet drill's porta- bility and mobility made this a very cost-effec- tive project. D��� PIONEERING WATERJETS IN CONSTRUCTION e5ERVI,CES ■ Easier set-up and handling ■,High penetration . rates ■ tow noise level ■ Simplified belling procedure ■ Superior flushing capabilities ■ Complete installation and load testing of tiebacks Soil: 10 -plus f.p.m. Soft Rock: 5-10 f.p.m. Hard Rock & 4000 PSI Concrete: 0.15 f.p.m. Actual drilling rates vary based on time allowed for drill steel extensions, types of material and access diffi- culties. <rcA Ns` Hand-held drill: Extremely difficult access No dust, low noise levels Rock bolts Tiebacks & horizontal drains under 60' Rack -mounted drill: Tougher drilling material Higher rotation & thrust No dust, low noise levels Tiebacks & horizontal drains over 60' SIGNIFICANT SAVINGS IN TIME AND MONEY OVER CONVENTIONAL DRILLING TIE- B AC KS:, A new approach with waterjet technology The lightweight, portable waterjet drill utilizes the latest technology to drill tiebacks in rock and soil. Operating at 10,000 PSI, the waterjet- assisted rotary bits bore through rock and soil at impressive rates' -7 five feet per minute in good, competent sandstone is not uncommon and much faster rates can be expected in soil. . Soil Engineering Construction Inc. - modified waterjet drilling procedures for short rock anchors on cliffside and other limited access sites: After five years of field use, SEC's unique method of employing waterjet drilling has been refined to eliminate many of the'problems associated with restricted access and other specialized - drilling. This job-, proven, more -than -competitive system is now .being made available for any drilling project. SEC can install tiebacks almost any- where. One- to four -inch holes can be bored up to sixty feet deep with the hand-held waterjet drill. A rack -mounted set-up is available for deeper penetration or extremely dense mate-, rial. A simple belling bit change allows selec- EXAMPLE PROJECTS The waterjet rig's remote power source allows operation by a two-man crew from simple lightweight drilling platforms. five chambering anywhere along the length of the hole. SEC's eighteen years of experience in geotechnical construction on the West Coast provides a unique level of .support and exper- tise for this state-of-the-art drilling device. CLIFF DRILLING....Waterjets make it -easy RESIDENCE, PACIFICA, CA. Job Description: Drill 25 3" holes, fifteen feet into very hard fractured sandstone to tie back a reinforced gunite seawall. Rock Anchor Depth: 15 feet Rock Anchor Working Load: 20 kips Bar Size: 5/8", 150 ksi The twenty -foot cliff behind this beach front home was being eroded by wave action. A reinforced gunite wall was designed for the vertical cliff with an engineered rip -rap, seawall at the bottom. Air-trac or other percussive rock drills CONTINUED ON REVERSE FOR MORE INFORMATION ABOUT WATERJET SERVICES CALL 800/826-5990 WATERJET SERVICES is a wholly-owned subsidiary of SOIL ENGINEERING CONSTRUCTION, INC. 927 Arguello Street, Redwood City, CA 94063 415/367-9595 Ask about other WATERJET SERVICES from Soil Engineering Construction: ■ Concrete demolition without stress fractures or damage to reinforcing steel ■ Industrial cleaning ■ Wet sandblasting ■ Form cleaning ■ Scarifying concrete ■ Expansion joint removal EXAMPLE PROJECT CONT. were originally considered for drilling into the gunite crew. Drilling was completed in four - hard sandstone of the cliff. With high surf teen hours (nearly two holes per hour), bar breaking periodically on the cliff wall, install- ing scaffolding that would support a conven- tional percussive drill was cost prohibitive. SEC's engineer decided to use the hand- held waterjet drill equipped with a specially designed hard -rock Tri -Cone roller bit. The light weight of the waterjet rig allowed SEC's two-man crew to work from a light-duty wooden scaffolding already installed by the placement and grouting in another four hours. There were no anchor failures-- a credit to the great bonding surface left by the waterjet drill. The hand-held drill topped all expecta- tions, surpassing the ten holes per day ex- pected of a percussive drill under these condi- tions. The drilling job came in significantly under cost estimates. The crew was in and out in two days. LIMITED HORIZONTAL ACCESS? No problem... DE LA PLAZA SHOPPING CENTER, ENCINITAS, CA Job Description: Drill 8 holes for tieback anchors to support a failing 30' caisson and gunite wall. Tieback Depth: 30' with bells Tieback Test Load: 80 kips Tieback Working Load: 60 kips Tieback Bond Length: 20 feet Tieback Stressing Length: 10 feet Tieback Bar Size: 1" diameter, 150 ksi The rear of this shopping center backed up to a massive sandstone formation, rein- forced by a failing caisson and gunite wall.The building was only 24 inches from the gunite face so the only access for drilling was from a 42 -inch wide fire exit hallway running across the back of the shopping center. Clothing stores were located on the opposite side of the hallway. After removing a section from the back wall of the building, a total of six horizontal feet was available for drilling. Requiring only five horizontal feet, the SEC crew had no prob- lem operating the hand-held waterjet rig in the tight space. Minimal noise and dust levels of the operating waterjet rig were ideal for this retail job site. Spoils water was routed out of the building with flex pipe and spoils material was trapped between the gunite face and building. Any spills were easily cleaned up with a wet/ dry vacuum. The holes were drilled in one eight-hour day. Set-up and clean-up took another eight hours, and installation of bar and grout a day. Original calculations for these tiebacks called for a 12" diameter hole but with the varied, rough hole surfaces and ability to bell the holes in the anchor zone, the waterjet's four inch holes bettered the anchorage specifica- tions. All eight holes were proof -tested and locked off at their working loads with no full or partial failures. The lower operating cost of the waterjet drill kept the job well under original cost estimates. SEC's crew was in and out in three days; the engineer's estimate using conven- tional equipment was eight days. "�Ae ze e.1 Af 111Z ;47v i wil =1 'l 11 homes perched on a sand bluff above Monterey Bay were threatened with massive foundation failure by the Loma Prieta earthquake. The solution, de- veloped in concert with consulting geotechnical engineers and implemented by SOIL ENGINEERING CONSTRUCTION, involved hand excavated under- pinning piers and a soil anchored soldier beam retaining wall. SEC stabilized a landslide to limit distress to a major housing development. The soil mass was drained by extending an 1100' tunnel through the slick material and installing horizontal drains, extending from the tunnel walls. Subsequent work Included soil nails to restrain the slide mass. GEOTECHNICAL ENGINEERING EXPERTISE AND CONSTRUCTION KNOW-HOW AT COMPETITIVE PRICES A steep road section failed in the City of San Jose, requiring emergency repair. SOIL ENGINEERING CONSTRUCTION, using nock drilling and mountain climbing techniques, suc- cesfuily completed the job on time at a savings of $200,000 compared to the next low bidder. r • 70. �'� Renovation of an existing home in San Francisco's exclusive Presidio Heights called for installation of 2 new single car garage spaces with separate entrances. Our GARAGES DOWN UNDER division provided this building's owner with a turn -key project from demolition and excavation to remote control door openers. Our alternative design for a shoring and support system using tiebacks with an internal retaining wall resulted In a 30016 savings. ""OAK- .lit g- 1+: �Y y SEC stabilized a landslide to limit distress to a major housing development. The soil mass was drained by extending an 1100' tunnel through the slick material and installing horizontal drains, extending from the tunnel walls. Subsequent work Included soil nails to restrain the slide mass. GEOTECHNICAL ENGINEERING EXPERTISE AND CONSTRUCTION KNOW-HOW AT COMPETITIVE PRICES A steep road section failed in the City of San Jose, requiring emergency repair. SOIL ENGINEERING CONSTRUCTION, using nock drilling and mountain climbing techniques, suc- cesfuily completed the job on time at a savings of $200,000 compared to the next low bidder. r • 70. �'� Renovation of an existing home in San Francisco's exclusive Presidio Heights called for installation of 2 new single car garage spaces with separate entrances. Our GARAGES DOWN UNDER division provided this building's owner with a turn -key project from demolition and excavation to remote control door openers. Our alternative design for a shoring and support system using tiebacks with an internal retaining wall resulted In a 30016 savings. GEORGE DREW Reg. Prof. Engr., Secty. Area Mgr. for Santa Clara, Santa Cruz, Alameda .and Monterey Counties. Areas o1 specialization include hazardous waste containment and tieback system engineering and construction. JOHN ABBOTT Corp. Treasurer, Area manager for San Francisco and Garages Downunder division. His areas of specialization include the coor- dination of geotechnical projects in San Francisco's demanding regulatory climate and the implementation of limited access drilling and pile driving operations. CORPORATE OFFICE: 927 Arguello St. R=_dwood City, CA 94063 (z15) 367-9595 FAX: (415) 367-8139 S -a. CALIF. HEADQUARTERS 7922 Armour St., San Diego, CA 92111 (3-9) 560-7645 FAX: (619) 560-5733 — _ '9 BRUCE MATHESON Reg. Prof. Engr V.P. Area manager for central Peninsula and Contra Costa Co. Has provided our clients with economically practical solutions to difficult foundation underpinning and slope stabilization problems. _ SOIL CnonCC�Ine con3nucrlon,nc. R /1D ROBERT MAHONY Reg. Civil & Geotechnical Engr., Reg. Geologist & Engr. Geologist, Pres. Provides corporate management and geotechnical expertise in the design and implementation of landslide repair, shoring and underpinning projects. ED DEFFOSSES Area Mgr. for Marin, Sonoma, Napa and Solano Cos. His areas of specialization include hillside and cliff face drilling systems and soft ground tunneling techniques, as well as drainage system design and installation. `,x CHESTER CARVILLE Reg. Civil & Geotechnical Engr, Area Mgr. for So. Calif. He has provided our clients with expertise in coordinating design, construction and subcontracting activities on major geotechnical projects. He has specialized knowledge in the areas of seismic isolation, foundation stabilization and tunnel construction. 11 JOHN PACK Reg. Prof Engr. Engineering Dept. Mgr. for all design and construction activities of the corporation. He coordinates the company's R&D program, as well as the computer- aided design and drafting facilities. SAN FRANCISCO: (415) 981-3855 FAX: (415) 399-9710 EAST S.F. BAY: (415) 284-7200 SOUTH S.F. BAY: (408) 475-8175 NORTH S.F. BAY: (707) 887-1827 SOIL ENGINEERING CONSTRUCTION maintains 16 fully equip- ped construction crews and a technical staff of Reg. Geotechnical and Civil Engrs., as well as State Certified Geologists and Engineering Geologists. We are a full service design/ construction firm experienced in implementing solutions to difficult geotechnical problems. We commonly work with other consulting engineering firms to optimize design concepts and construction techniques in demanding soil conditions and access limitations. CONSTRUCTION SPECIALTIES ■ Retaining Walls/Seawalls ■ Landslide Repair ■ Foundation Stabilization ■ Erosion Control ■ Hazardous Waste ■ Tunneling Containment and Disposal ■ Drilled Piers ■ Underground Garages ■ Seismic Isolation SUBCONTRACT SERVICES ■ Tie -Backs ■ Pressure Grouting ■ Mini-Pileslm Patented ■ Slurry Walls by S.E.C. ■ Shoring ■ Underpinning ■ Dynamic ■ Gabions/Riprap Consolidation ■ High Pressure Water ■ Caissons Blasting Multi -story downtown San Francisco apartment house was stabilized on eroding cliff face with a coordinated system of underpinning piers and tied -back shotcrete wall. a SOIL maniame conscnudion., L /0 (415) 367-9595 FAX (415) 867-8189 John S. Pock, R.C.E. ENGINEERING MANAGER Retaining Walls/ Sea Walls Pipe Pile/ Underpinning Hillside Foundations Landslide Repair Drilled Caissons Erosion Control Shoring 927 Arguello Street, Redwood City, CA 94063 3 0 J! `'',l �� ,� , � (N) PIPE -PILES (TYP.)),," 7 -t ((N) FLOOR LEVELERS o TYP. Lel 0 e� oB o a 0 0� .o 0 (E) PERIMETER FOOTING (E) FLOOR GIRDER (N) ADJUSTAB STEEL FLOOR LEVELER PLAN VIEW I" = 10'-0"f 0 5' 10' 15' SECTION B—B NOT TO SCALE (E) CONC. SLAB GARAGE I A I EXISTING FRAMING EXISTING REBAR EXISTING FOOTING o C J. o 0 CONCRETE VIVO Z000 PSI COMPRESSIVE TROIGTH @ 28 DAYS. .RIVE PIPE—PILE TO 16000 LB, CAPACITY APPROX. EXISTING GRADE ---, 1'-6"t EXCAVATION C'Ar"LL LIMIT a. 2'-0'f WIDTH SCREW JACK (LEAVE IN CONC.) �Y CONSTRUCTION 2-#4 - JOINT DOWELS SECTION A -A NO. SCALE NOTE, THIS DRAVINC AND THE DESIGN IT (:OVERS ARE THE PROPERTY OF SOIL ENGINEERING CONSTRUCTILNd INC. THE DETAILS PRESENTED HEREGN ILLUSTRATE THE PATENTED MINI -PILE SYSTEM THIS DRAVIAG IS FOR THE SOLE USE OF SOIL EMGINEERING CONSTRUCTIDN INC, AND ITS A11THERIZED CLIEFITS. GEN'L NOTES 1. DESIGN BASED ON ' SOIL RE— PORT BY ANDERSON .GEOTECH— NICAL CONSULTANTS, 3/8/90. 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE AND MUST BE FIELD VERIFIED. 3. CONCRETE TO BE 2,000 PSI AT 28 DAYS. 4. REINFORCING STEEL TO BE GRADE 40 U.N.O. 5. LIMITATION: WORK TO BE PERFORMED LIMITED TO ITEMS AND INSTALLATION SHOWN ON THESE DWGS. 6. LAYOUT OF EXISTING RESIDENCE BASED ON VISUAL OBSERVATIONS, FIELD VERIFY. �- #4 2 .6' DC EV 3-#3's EMBED IN PIPE. OR 6'x6'x ; "R 2' DIA. EXTRA STRONG (SCHED. 80) PIPE, DRIVEN TO REFUSAL.. (MINI -PILE") BOTTOM V-0' PERFORATED TO ALLOY GROUT INJECTION 6' MAX—CAST IRON DRIVING PRINT SECTION A -A NO. SCALE NOTE, THIS DRAVINC AND THE DESIGN IT (:OVERS ARE THE PROPERTY OF SOIL ENGINEERING CONSTRUCTILNd INC. THE DETAILS PRESENTED HEREGN ILLUSTRATE THE PATENTED MINI -PILE SYSTEM THIS DRAVIAG IS FOR THE SOLE USE OF SOIL EMGINEERING CONSTRUCTIDN INC, AND ITS A11THERIZED CLIEFITS. GEN'L NOTES 1. DESIGN BASED ON ' SOIL RE— PORT BY ANDERSON .GEOTECH— NICAL CONSULTANTS, 3/8/90. 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE AND MUST BE FIELD VERIFIED. 3. CONCRETE TO BE 2,000 PSI AT 28 DAYS. 4. REINFORCING STEEL TO BE GRADE 40 U.N.O. 5. LIMITATION: WORK TO BE PERFORMED LIMITED TO ITEMS AND INSTALLATION SHOWN ON THESE DWGS. 6. LAYOUT OF EXISTING RESIDENCE BASED ON VISUAL OBSERVATIONS, FIELD VERIFY. I (N) PIPE -PILES (TYP.) 7� (E) CONC. SLAB 0 0 O 0 0 GARAGE r(N) FLOOR LEVELERS 0 TYP. B o B0 �■ A A o .0 L A > 0 0 (E) PERIMETER FOOTING (E) FLOOR GIRDER (N) ADJUSTA STEEL FLOOR LEVELER PLAN VIEW I" - 10'-0"+ dUTTE COUN f Y / allILDING DEPARTMpN7 APPROVED B LE SECTION B -B NOT TO SCALE o F EXITING FRAMING EXISTING REBAR 11-60m± iir=i L qDDVEL EXISTINIFOOTINGBACKFILL� JACK N CONC.) S CJACRETE .VITH 2,000 PSI CDMPRESEIVE STRENGTH @ 29 DAYS. DRIVE PIPE -PILE TO 13000 LE, CAPACITY 6' MAX APPROX. EXISTING GRADE � EXCAVATION LIMIT 2'-0'f VIDTH �- CDNETRUCTIDN JDINT �- 44 @ 6' DC EV 3-i#3's EMBED IN PIPE, DR 6'x6'x'; "R � D . E�— 2' DIA. EXTRA STRONG (SCHED. 90) PIPE, DRIVEN TD REFUSAL. (MINI -PILE') RDTTOM V-0PERFORATED TD ALLDV/ GRDUT INJECTIDN �--CAST IRDN DRIVING POINT SECTION A—A NO SCALE NOTE, THIS DRAVING AND THE DESIGN IT COVERS ARE THE PROPERTY OF 901L ENGINEERING CONSTRUCTION; INC. THE DETAILS PRESENTED HEREON ILLUSTRATE THE PATENTED HINI-PILE SYSTEH. THIS DRAVING IS FOR THE SOLE USE OF SOIL ENGINEERING CONSTRUCTION INC, AND ITS AiiTHORIZED CLIENTS. GENT NOTES 1. DESIGN BASED ON SOIL RE- PORT BY ANDERSON GEOTECH- NICAL CONSULTANTS, 3/8%90. 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE AND MUST BE FIELD VERIFIED. 3'. CONCRETE TO BE 2,000 PSI AT 28 DAYS. 4. REINFORCING STEEL TO BE GRADE 40 U.N.O. 5. LIMITATION: WORK TO BE PERFORMED LIMITED TO ITEMS AND INSTALLATION SHOWN ON THESE DWGS. 6. LAYOUT OF EXISTING RESIDENCE BASED ON VISUAL OBSERVATIONS, FIELD VERIFY. !0. 37736 2--!� JORDAN RESIDENCE 14669 WOOD DRIVE MAGALIA, CALIFORNIA SOILPROJECT NAYS: ENGINEERING FOUNDATION REPAIR CONSTRUCTIONVIC. 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