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069-250-017
OCOIR ': 92=1341 BPEM; ,,;, z FIELDER ti ° X35332 Treasure' Hill'Df Or6vill& c r 0 r-,, etter Builders f *P 069-250-017 1',,- I I �. 92-2645 B! FIELDER,, Jose _Rh ..'5 3 j 2, .Treasure '"-- H i roville'- contr: Bett�'n Build(�rs,� 74 retaining ,wei'l, nt onew s tlb"i"069 250-0171' M E "t Of NEOUS- 0 e i woll I r. P(30S A 5-332TREASURE -R �1;5332 7 REASU 'HILI'LiM., E,FIELDERI JEANNE,.-TRUS tit. tg .1 1 a 0 0 mp N RESIDENTIAL - 069-2.50-017 92-2645 B FIELDER, Joseph 5332 Treasure Hill Dr, Oroville i :contr: Better Builders retaining, wall 4//f, Z— JOB FINALE Signature =OK. O=Not OK = N t Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s x 1. Zoning Requirements-Setbacks-Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location-Test-Fall-C/O Concrete 4. Water; Location-Test-Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp-Concrete 6. Gas; Location-Test-Wrap: / /" L"ft. / /-Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date _ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements-Setbacks Easements 2. Footings; Size-Spacing-Marriage Line 3. Gas; MH Test-Demand-Valve-Connector 4. Electricity; MH Test-Crossovers-Breakers-Clearances 5. Drain; MH Test-Fall-Flex Connector 6. Water; MH Test-Regulator-Connector 7. Water and Sewer Connected-C/O to Grade-HD Approval 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 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- Beam s-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card 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-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O=Not OK = Not Applicable Not Ready RESIDENTIAL (; = Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage: Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except #'s 16. Water Htr.: Vent -Access -Combustion Air -Baffle ------------ ----- ----------------------- ----- 17. Water Pipe; Test & Anchor -Nail Protection --_- 18. D.W.V.; Test -Fittings & Anchor -Nail Protection --------------- - ------------------- 19. Shower Pan: Test. First Floor -Tub Access ----------------- ------ -------------------------- 20. Test Tub & Shower, -Second Floor -Tub Access --= ---------------- --------------- 21. Gas Pipe: Size & Anchors ---------- ---------------------------------------------------------- Date Card B-1 Date Card B-1 ------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ti'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 Sizer ga. Cu or AI-A.C. Wire Size ! ! ga. Cu or At ----- ------------------------------------------------------------------------- 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ 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 k's 34. A.C. Ducts Insulation & Support ---------------------------------------------------------------- 35. Vent Fan: Exhaust above insulation ----------------------------------------- - --- ----------- ----------------------- 36.--Condensate Drain & Overflow: Size & Grade 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet -- ---- ------------------------------------------------ 38 Attic Access & Platform if Furnance in Attic ------------------------------------------------------------------------------------ ------------------------------------------ ------------------------------------- Date Card B-1 Date Card B-1 ------------------------ ------------- ------------- --------------------------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except a's 39. Sils. Proper Material & Anchors ------ ----- ----- ------ - - ----------------------------------------------------- 4 -0. -Walls -Studs -Nailing, Spacing & Bracing -Plates -Sound ---------------------------------------------------------------- 41. Bearing Walls over Girders & Floor Nailing - - ----------------------------------------------- 42. Draft Stop in Walls (ra t proof) ------------- 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub - - ------------------------ 44. Headers & Beam -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing: Joist-Rftr. ties -Pu rlin-roof Brac-Truss-Shthng.-Ring. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access: Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions _ 50. Garage Fire Protection Framing Property Line Firewall & Openings 52. Ext. Doors -One 3 -Check Garage -3rd Story, 2 Exits 53. Stairs: Width -Headroom -Rise -Run -landing -Fire Protection ---------- --54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers ----- - _ 55. Siding -Nailing Veneer __ ________ 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls: Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows ------ - ---------- Date ----------------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 -Meeh. Protection --------------- 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel: Breaker Sizes & Labels --------------- 67. Stags & Rails 68. Fireplace or Stove: Clearances -Hearth --- -------- -------------------------- 69. Elec. Outlets at Wood Panel: Int. & Ext. ------- --------------------------- 70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance - -- ----------------------------- - 71..--Elec.-Outlets & Rece p tacles 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 -Meth. Protection 75. Plb.. Elec. & Mech. Equip. Listed for Location ---------------------------------- 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection --------------- ------------------------------------------- 7;. - Insulation -Foam -Looked in -Attic C1 Yes ----------------------------- - 78. Guard Rails & Deck -Co nstruct ion- Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.: Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No ------------------ - --------------------- - 81. - ------81. Stucco Brown -Finish ----------------------------- ___________ ----- 82. A.C. Unit. Disconnect. Electrical, Plumbing 83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well: Disconnect. Electrical, Plumbing ---------------------------__----- - 85. --Exterior---Elec.-Trim:--G.F.I. Receptacle -Underground -------------------- --- 86. Ventilation Throughout House ---------------- ---------------------------- 87. Glass Protection 88. Corrections from Previous Inspections ------ -------------------------- 89. Gas Test -Meters Tagged: Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval -------------------------------- 91. Energy -Compliance -Certificate. -Other Certificates ------...-------- ----------------------- --- --- --- Date Card -B-1 Date Card B-1 Date Card -B-1 Date _ Card B-1 Date Card B-1 Date Card B-1 Comments at Final: v COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County -'Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT I 92 645 ASSESSOR PARCEL NUMBER 069-250-017 ZONING RTI BUILDING PERMIT OWNER Josehp Fielder 415 TELEPHONE 932-1740 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 532 Fenway Dr, Walnut Creek 94598 CONTRACTOR'S NAME Better Builders TELEPHONE 589-2574 CONTRACTOR'S MAILING ADDRESS 5263 Royal Oaks Dr Oroville 95966 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ 45.00 ARCHITECT OR ENGINEER Frank T ulcus LICENSE NO. Plan Checking Fee $ 22 .50 ARCHITECT OR ENGINEER'S MAILING ADDRESS Ener Plan Checking Fee 9Y 9 $ Penalty $ BUILDING ADDRESS 5332 Treasure Hill DR Oroville Permit fee $ 82-50 PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 Solar or heat pump water heater 1 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 1 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other Retaini.nfi wall SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New® Addition❑ Remodel E] Utilities F1 Installation[] Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS SS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): X I am licensed under provisions of Chapt. 9, Div. 3 of the Buslnes$ ❑ and Professions Code and my license Is In full force and effect. License ;do. 3a3AD-5 Classification- li.ucu' ❑ 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 Main service 20CATO 1000A/ 37.50 NEW CONST. / DWELLING OCCUP.81 3.6dsq.ft. OR ADDNS, l ACC. BLDGS. // NEW CONSTR. MULTI -OUTLET NON.RESID BRANCH CIRC ITS @ 5.00 /POWER APPARATUS R� (SINGLE OUTLET CIR. 20 76d Ex. Occup(OUTLETS OR FIXTURESFIXED APPLNS Ex. Occup. OUTLETS ((RESID,IREA.� I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring '15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I.declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ©/I have placed on file with the County of Butte Building Department LSI 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 FiIingFee 15.00 Heating Coolin g Hood 6.50 Ventilation perrnit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the CountyOt Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agains aid o t in ns quence of the granting of this permit. X Date 9 -.2V -F2_ Signature of PPIt - owner ❑ Contractor © Agent ❑ An OSHA p rmit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 st ies in height. Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST TYPE I TOTAL FEE $ 82.50 HAz 1 0FEES I IMP FLOOD I COF PARCEL PD I HD I ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work Indic ab ve f r which fees have been paid. T F PUBLIC WORKS B ?, 6 PERMIT EXPIRES Dae - .ate -% Receipt NO.122395 /ZSRS%--c10,00 WNITE-D.P, W,. YELLOW -A 'S, ESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT (9.1JI16Y OF BUTTE '- DEPARTIkNT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE_ - CAMILLE, CA.UFORNW95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER )05e �� e ��- A. P. No. Proposed Building Use f -641N11 i4 Building Inspector - Date 7 2 719 Z, - At time of peit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans. 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form. 6. Energy Design Compliance and supporting documentation . ................. . 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of$ .......................................... 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ........................ 13. Flood elevation letter (100 year flood) by California Engineer . .................. r°` 14. Sanitation and plot plan approval Health Department. ....,< ......... 15. City of Chico plumbing permit. .. 16. Plot plan and businessQicense approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use:. (B) Parking: . ........ . 18. Contact Land Development about (A) Improvements (B) Drainage. r 19. Driveway permit (construction approval required prior to occupancy). ..... . !t 20. Pre -inspection for Predns°esti°"Inspectreq° estrequired. . to Building or (Date 21. Contractor's license information. (No., Name Style, Classification).. ............. . 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner ) ............ �e 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization. ....:.................................. . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use. ........ ............. •................. . 28. Mobilehome utility clearance . ................................ ......... 29. Documentation of legal access. ......... •.............................. . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . .............. . 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When u issue the p, it, pprocess as follows: Mail to owner. Mail to contractor. oTelephone aq�l57OJand hold -for pickup at 6 \ office. Deliver with inspector. Other Parcel Creation - 1� Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: &4t• -�-n - �; �� ��,��_��� ,,tom" - J Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail C nb _ Date ter Plans checked by Date Plans approved by Date Sets of p,fv o i ld lff 00 File cabinet AP folder Copy - Department' of Public Works COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMB RZONING — D � � BUILDING PERMIT OWNER Tr I 2 TELEPHONE � Z//S) g3Z-176 SO. FT. CC. BUILDING VALUATION OWNER'S MAILINGIA RESS S32- reN Dr f` tArreeks-7Y�t S vS CONTRA TORS /NAME T�+E 1�L EqP H�7O�N E� eil�S CONTR CTOR'S MAIL ADDR SS / '5Z ,41C y,fife Fireplace CONSTRUCTION LEN ER UNKNOWN Total Valuation Is 35 LENDER'S MAILING ADDRESS Filing Fee $ f. 15,00 Permit Fee $ LS- p ARCHITECT R ENGIN ER LICENSE NO. Plan Checking Fee $ ZZ bSU �5 7 Z � ARCHITECT OR ENGINEER' MAILING ADDRESS Energy g Fee Ener Plan Checking $ Penalty $ BUILDING ADDRESS C 2 rl �l 3 J Z �Ic.Gii SU ,-� (��•f v,e Permit tee $ g o ®�L'o PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 Solar or heat pump water heater 1 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 1 7.00 Each qas water heater or vent 1 7.00 USE OF STRUCTU E Gas piping system 1 - 5 outlets 5.00 SF ❑ Duplex❑ Mobilehome❑ Other fo'All' Building sewer 15.00 SPE.CI,Vy Mobile Home S G I W I @ 15.00 TYPE OF WORK NeWf-ve'lAddition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Permit Fee $ Describe work: Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 0V OR LESS 200AORLESS 18.50 Main service 200ATO1000A) 37.50 CONTRACTORS LICENSE LAW NEW CONST. / DWELLING OCCUP.&) 3.6d sq.ft. I declare under penalty of perjury (check one): DR ACDNS. \ACC. '"OU II NEW CONSTR.TLET @ 5.00 ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business NON•R ESID BRRAkNNCC.H CIRC ITS POWER APPARATUS e and Professions Code and my license is in full force and effect. (SINGLE OUTLET CIR. License No. Classification Ex. Occup(OUTLETS OR FIXTURES120 r9P 76 P 464 ❑ I, as the owner, or my employees with wages as their sole compen- FIXED APLISIS EX. OCCup. OUTLETS P(RESIO )REA.) I 3.00 sation, will do the work,and the structure is not intended or offered Temporary service 15.00 for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- Mobile Home Facilities 15.00 ors. (Sec. 7044) Misc. Wiring g 15.00 ❑ I am exempt under Sec. , Business and Professions Code for this reason Permit Fee $ — Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): MECHANICAL PERMIT Filing Fee 15.00 ❑ The permit is for $100.00 (valuation) or less. Heating ❑ 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. Coolin 9 ❑ I shall not employ any person in any. manner so as to become subject LHood 6.50 to the W. C. laws of California. Ventilation 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 permit Fee $ provisions or this permit shall be deemed revoked. Contractor I certify that I have read this application and state that the above information Mobile Home Installation Fee S is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Energy Inspection Fee $ Butte to enter upon the above-mentioned property for inspection purposes, I OCC CONST TYPE TOTAL FEE $ $v2 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 HAz 0 FEESI IMP FLOOD COF PARCEL PO HD ISSUE against said County in consequence of the granting of this permit. I 1 I I X Date This permit is hereby issued under the applicable provi- Signature of Applicant — OwnerElContractor E]Agent ❑ sions of the Butte County Code and/or resolutions to do An OSHA permit is required for excavations over 5'0" deep and demolition or construct- work indicated above for which fees have been paid. ion of structures over 3 stories in height. DIRECTOR OF PUBLIC By WORKS Date / 2U3 `esS Receipt No. ` PERMIT EXPIRES Date WHIT[-D.P.W.. TCLLOW-ASe CSSOR. PINK-INSPCCTOR. GOLD CHROO-APPLICANT Ol of I RESIDENTIAL 69--25-17 FIELDER, Joseph & e-a-nne 5332 Treasure Hill Dr,Oroville,'� contr: Better Builders new sf z m 11V.1- 711 T.� !b.1 OY tit 114- 7 / %/%z %ices �.%-����Z- �3� 6�� �/G� #'14- 4 (9 dr V U e 10V irk 0 A( 4� 5,'atz, ;tIJ 4ft W4, �Z��q� low-. 'OFFICE COPY —A'dire s`s"--*— . OFFI a COPY. GAS Address Met r'By' Date Meter 77 LDAtP M ELECTRIC Meter Bj,, Dae. tx x. JOB FINALED (Dat Signature N, CER�Y� OF �,pTE OF TIMBFAiTc A W Q ® Z CONFORMANCE cre z,' HE UNDERSIGNED MANUFA{CTURER HEREBY'CERT%F/ES that the products identified below and on attached sheets Nos, are marked with the Collective Mark of the AMERICAN ,INSTITUTE OF TIMBER CONSTRUCTION. (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, Structural Glued Laminated Timber, and that such manufacture has been at our plant in Riddle, Oregon, which plant F as a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code, JOB NAME:,' _:...,; JOB LOCATION: Rgdrli nq, f'A CUSTOMER'S ORDER NO. 14167 DATE 5 % 87 MFGR'S ORDER NO. 13766 Members have also been manufactured to the mare restrictive provisions o f--P.S. 56-73, SIGNATURE �L�GCdy'! 11L-2Ak i%COMPANY Riddle Laminators TITLE Qllnli tControl ADDRESS Riddles OR DATE. "--5/20/87 h; y' AITC HEREBY CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Markin respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility .of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau, AITC FORM IBCA AITC, .Cerri(ioa(e - No. 371.22 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION M p c VV:1 I cn 1 DR' SA>��� 9 1983 AMERICAN INSTITUTE OF TIMEIER CONSTRUCTION TATEMENTCOPYIICASFI SALE RECEIPT DELIVER PICK-UP BUILDING CENTER a ; HELP ONJOBV�d 1100-E. 20th. ST. P.O. BOX 689 1._ ., CASH .,--,j;-, CHECK—.--- I, _8.t7.- COD v 0 YES 0 NO ... CHICO, CA. 95928 CHICO, CA. 95927 ay� 0--90ADWYA (916.342-1886 'L, SOLD TO: f3131 1_))UZS� U. Customer Code's Sequence No.' «r -; '' ' E , f Al ,�I.Writteh MEEKS CH'. Cs ill; SHIP TO: (SAME AS SOLD TO UNLESS NOTED BELOW) X., BETTER Si_,Tj r,1:7p.S i; itil6 J F -I B, 5'2:327' T '"I ' U R E 1-111 LJ_ 1vwC. 0. D:=Airio IYAL 0A Date Wanted 'fl I�T�nsacllonr ,at, Cate_ Store No- ,�I.Writteh By-,Z:�.,,No -,Op�m-z 0�1, .3 -34 7 92, 0,0 Li Date Wanted 'fl Date Delivered -.Es e Number tir�at_ Lot Nurribir'. iii'd Bj /,P.O.`�Nurfib 0 -.Es e Number tir�at_ Lot Nurribir'. Salesman:` �i -34 0. 0,0 Li s 0 0, .6a) !,: 0 20 x `�IfEm NUMBER."' Tr DUAN: ORD' QUAIN:' SHPD. 6-1_- 1,2k !N� 'n_X, DESCRIPTION -f� UNITSM'r,,�F -V' PRICE UNIT;`K1111 EXTENSION'.ZZ I'D E., 0 ' g 7 0.5 Q NIF 1 6 j 4 ef z X #2 f 0 .5 r:-. 7A o t4 10 x 1!0.�vk# r��'3 j 5 0 Ok� SF: 46 0, 10 13 o 1000 'MPF'i 4 0 ;7 _q "�a F. 0 x a11ZLI -_8 _ (,til::: 4 4X8 A AS Ill A R I INJ E PI.- Y 5 121) 51 5 0 E A C -0 7,'Y. 25 F 12; Mow �*7rw psk of 7:58� H 1"' fl- x P -7,7 =,'gug �v, 0 0 p _g fA 0 0 0,:/ "1 , 1W A 4�B f.- X P . Ir r7 0 1� If c. f --,P.fjF F 0 HI i - HEA1. I L I M., F" f- 4)( 485 D0L X7.:1 6 9164MN NIRM., Y117 I i AR.11; � �W'-R a -7 h7_5 61PO'RTANT: ALL MERCHANDISE RETURNED SUBJECT TO A RESTOCKING CHARGE. - •L•k TAX � SEE REVERSE SIDE FOR TERMS & CONDITIONS. ;INT RECD. BY DATE: at I It Fn P -34 0. 0,0 s 0 0, .6a) !,: 0 20 x owner: I Permit No. ENERGY CERT IFIE 53321Treasur-.e Hill Drive Oroville Ca. App. No. I.00AT ION I)ESCRIp'L'loll OF INNIATION ROOF 'l'I►ickness ( inches) EXTERIOR WALL Material F181:RGLA3 �pATTS Thicknese(incites) 111 CEILING Batt or Blanket Thickness(inches)FIBkRGLAS� -- Loose Fill TYPL'- — 1�- 6,; Minimum Thicknee$(Inchea) 1760 Area covered(ft. ) FLOOR, ELEVATED FIBERGLASS BATTS Materiel 64„ Thickness(inches) FLOOR, SLAB Material Thickness(lncl►ea) Width(incl)ee) FOUNDATION WALL 14aterial .. TI)ickneee(incl�ee) Brand Name Tl,ermat Resistance (R Value) Brand Nome n-r•yc rnaurN(; -- Tllermal Reststance(R Value) R19Kraf Brand Name .Thermal Resistance(R Value) _ Brand Name_ OI.N� CO ( - Number of Bags 35 Wt. per beg 385 _1b. -Thermal Resistance(R Value) Brand Nems OWENS�CORNING Thermal Reststance(R Value) R19_ - Brand Name Thermal Resietence(K Value) Brand Naw T1101"I Raeletanoi a I ikereby certify tl►at tile above 1Csll ocn'to Inergytaequtrementelaaove building in confocmeace with the State of 9 LOO k INSULATION CO. INC. aTATI CONTRACTORS T.ICRNSR NO. RN HWIME I NM R SIG TURF OF I . TAM ION APPLICATOR November 13 1992 pATR • , I itereby certify the above insulation and.stl required items ent Building DePa rBa'3tatepof�Californiwved P1404 eBnergyeRequiremlenta•beeh required by tile All equipment, devices and materiels Are of tl)e quality prescribed or.ore specifically approved by the State of California. ee Town on the installed As 1 11 11 11 11 FTRl1 N/►fLE�ONNP.R (Please print) STATE COK1'RACTOR S LICENSE NO. SIGNATURE OF (IENI:RAL CONL'RAC1'OR OWNER DATE TIlI9 CERTIFICATE MUST BE ON FILE WITH SHE BUILDINGPOSTED DEPARTdl.DIIOR TO SINAI. INSPECTION APPROVAL. AND A COPY SUAI.L B Japuary 1984 off.w fat T w iNrIj MEEKS BUILDING CENTER 1100 E. 20th. 8T.P.O. BOX 689 CH|CO.CA. Q5S2@� /��.CHIC[, CA. 95927 ^ —8TATEK4ENT COPY/ CASH SALE RBCE{PT- i , CASH i CHECK i B.C--n SOLD � TO:BE7lER BUlLDEKS C0NSl� �A/N ACCT. ` �5263 ROYAL 0AK1::1* URlY[ � 0R0ylLLE[A Y5Y66 SHIP TO: (SAME ASSOLD TOUNLESS NOTED BELOW) BETTER BUILDERS ` JOB -5332 TREASURE HILL 5263 ROYAL. OAKS DR. �Date Wanted Date NUvered' Ordered B '/R.O.,*,WuirIber. Job E�timate Number Lot Number' Salesman 771. 1 �Date Wanted Date NUvered' REC'D. BY DATE: 71 7z Ordered B '/R.O.,*,WuirIber. Job E�timate Number Lot Number' Salesman PRICE / UNIT EXTENSION; 77 77 WPORTANT; ALL MERCHANDISE RETURNED SUBJECT To A RESTOCKING'CHARGE. TAX .'AMOUNT 1 *, Z, 6 ? c) SEE REVERSE SIDE FOR TERMS & CONDITIONS.' t REC'D. BY DATE: 71 7z COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 j. 747 Elliott Road, Paradise, CA - (916) 872-6307 - '(2 CORRECTION NOTICE �41 �e- OftER PERMITINO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work ri ry Date Inspector REV 11/91 .� -,,,. � �.i,Ta ✓� - f"'�'rn,�„�.-....-�C-wuK"�.r-.fl.�r.'"`.--~'�'r:"...`�t^ri':....��......,,...:..-,i - ^�• � ,� �-,.,-,,.�Z _,�, �. t " COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE ER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date ZZAM Inspector '&* REV 11/91 / Y COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE z -/'7y/ OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exust at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 1 C S J2,e r to [U r 4-06_S _ /' 'C JE bel ©rc SP G -G40-, /G.., Date C��zp l InspectorREV 11/91 11/91 7 .. Y ' � s , ..Lr�; T�:.rBw...,, , :urn. -rys:s,,.�gxi'P+�F'e...•r y++rti,:,�.. „�,R:;.�w.,...,.F tea+-,�:r.-.,.:.' ...—.:,..®.,.Rt1,;�iF-i CCIUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Droville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE (d-er l3y/ OWNER PERMIT NO - A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. I5 Date Inspector �OZ REV 11/91 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE (T71-ef C1 e r `// OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. I MM— Date r _ Date q,Z - Inspector //11 6Q, -- REV 11 /91 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 4 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. / 2 J ' i.e. 4— z5'. v / "'.. C.M I ..F 9 4r :1 i Date / Inspector A19 ss REV 11/8 4 { COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OW R' PERMIT NO. . A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction, of work is completed. If you have any questions pertaining to this matter, or need additionalexplanation, v: please contact this office immediately. v. III 3 rot., dw / Q- �Q L r �a.. /,-// 6D — t— t'G eleY Date f—/7, Z Inspector 0AF7e050 ' REV 11/91 J=OK O = Not OK =Not ApplReady =Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easement% 2. Soils;.Special MH Support Sketch 11. 3. Sewer; Location -Test -Fall -CYO Concrete J 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. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 _ Date Card B-1 Date 'Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity. Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists-Decking-BCcing-Stairs-Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Rfg.-Bracing d 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 -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B=1 Date Card B-1 Date Card B-1 J Ni OK = Not OK = Not Applicable Not Ready RESIDENTIAL ' = Date UNDERFLOOR (Plans) OK except it's 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., GaiLa ge; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Po`hes & Decks; Soils -Steel-/ /Ftg. Depth 5. Sterriwalls, Main; Steel-Blockouts-Wrapped 6. St?mwalls; Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-5I 9. D.W.V.; Fall- Fitting- Way C/O -Sewer Test A10. UF. Gas Pipe; Size -Anchors and gas piping: size -test r 11. Water Pipe est ncho -Regulato ervice Tes 12. Eric; underground Pienums & Ducts; Clearance -Material -Sup t -Ins. 14.14 rders-Sills-Anchor Bolts-Joists-Vents(Cripples Access & Ventilation 16. Insulation Date'?,-Jel 42- Card B-1 NA10 Date Card B-1 Date C rid B-1 Z Date Card B-1 Date PLU ING (Permit) Xexcept ti's n -- W. ater Htr.; Vipyff A -Combustion Air_BaffteTIC, Card B-1 ---------------- ---------------- cess - --- r Pipe: Anchor -Nail Protection ---jst-r—a- 1 D.W.V. s fittings &Anchor -Nail Protection-- Date FRA G (Plans) OK except ft's - 9. Sho Pan: Test, First Floor -Tub Access - - 0. st Tub & Shower. Second Floor -Tub Access W-alls-Studs-Nailing. Spacing- &- Bracing -Plates -------------------- ---- ---------------- - ------------ - - - -------------- 2kVGas Pipe: Size & Anchors Bearing Walls over Girders & Floor Nailing -- - ---- Datey % C % Card B -Y)4-&/ Date Card B-1 B-1 Date Ca/b B-1 Date ELECOICAL (Permit) OK except p's / & Transformer Cleara Receptacles Spacing -Lights & Switches at Doors - -- Boxes & No. of Conductors -Stapled — - V omex Installed Close to Ed s & C.J ----- PP ------- ---- ---------- ------ ---------- /� uip. Ground made'up 'Mech. Fastners_ and as &Water -- �T A liance Circuts in Kitchen & Conductor Size/GFI ----------------- 9 g---------- Subfeed Wire Size•# a. Cu or AI-A.C. Wire Size /i a. u or® ------------- - - - - - ----------------------- 2 R ge Circ. AI -Oven Circ. --i ga. Cu or Al. /,{n3s�ulated Ne tral ❑ Yes- - y[Jo 3Q Service -Riser Conductors & Ground -Main Disconnect -- -----------.--------------------------------------------------------------- 31Equip. Clearances Panels-Motors-Mech. Equip. 32. �jtbthes Closet Light-&�py�,�f�t-S13e-Lr�kP — - - -- Smoke Detector ----------------------------------- -------------------------- ---------------- Datef// Z yard B-1 j�/J Date Card B-1 ------- -- ---- - i'_" -.-------------------------Card- CardB-1 - Card B-1 Date Card B-1 Date MECHANICAL (Permit) Ok except a's -311-A.C. Ducts Insulation & Support ------------------------------------------------------------ ------------------- 35. Vent Fan: Exhaust above insulation ------ - -- 36. Condensate Drain & Overflow: Size 37. Furnance_VenL Access -Comb. Air Vent -I - 115outlet Ila,. —Attic Access & Platform if Furnance in Attic D_____ ------- --- ---- --- -- ------------------------------------ Date jay Card B -t Date ---- ------------ - ---- I ------------------------------------- Card B-1 ---------------- ---------------- Date Date Car B-1 Date Card B-1 Date FRA G (Plans) OK except ft's B SijProper. Material & Anchors W-alls-Studs-Nailing. Spacing- &- Bracing -Plates -------------------- ---- ---------------- -Sound - Bearing Walls over Girders & Floor Nailing -- - ---- 42. D t Stop in Walls (rat proof)--- --------------------- ------- --- -- ---------------------------------------------- w1i're Stops: Furred Ceilings -Stairs has - _ub_— ------------------------------------------- g—`�-7---- - -------- - Headers Headers & Beam -Size & Bearinq-� (Single & Duplex) Date FRAMING (Continued) v 45. Hangers- Lt Cap Anchors -Connectors 46. C g.-Joist•-Rftr. ti - -roof Brac runs- hthng.-Rfng. ireplace Ties Fireplace Throat clearance -- 48. A 'c Access; Size &Romex Protection -Draft Stop -Ins. Q4fl2t,7f — --- Bd Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing ---- -- 54. per y -Line Firewall R Openings ----Ex oors-One 3' -Check Garage-3+4-6ter7 2'ERRS- -- -- --- _tai ; Width -Headroom -Rise -Run -Landing -Fire Protection _ d on Roof Overhang -Attic Vents -Rafter Outriggers _ Siding -Nailing Veneer --------- _-6,6tI cco sh-Drip Screed -Fd. Vents-Underf . Access in Area -Glass Protection-Sk�yrl s -Plastic ------ r Walls: Nailing -Bol wd� -- Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows ------------ Date ;:/TfX Card B-1 Date _ Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except tt's -- 6 xt. ps-Door & Sidelight Protection -Lan ings- -..- - 6 mo_ -Detector urnace; Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection ._ Bedroom Exiting ------------- G. &Bath Fixtures &Tub Access -Spa --- Elec.Trim & Subpanel; Breaker Sizes & Labels - - - Stair.,Rails-------- 6 replace or Stove: Clearances -Hearth c. Outlets at Wood Panel: Int. & Ext. ixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Et Outlets & Receptacles at Kit. Counter --- _�� G�arage Fire Door: Swing -Landing -Closer --- i . C.YDuct in Garage -Damper 7 r. Htr Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 7 Ib.. Elec. &Mech. Equip. Listed for Location' ec. Receptacles in Garage; (G.F.I.)-Romex Protection ---------- --- Insulation-Foam-Looked in Attic ❑ Yes ------------------- u Rads &Deck Construction -Post Caps ---------------- ----------------- - Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Cle rance Looked under Floor ❑_Yes Following instld. Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: Planters ❑ Yes _❑ No --------------- Stucco: Brown -Finish A. Unit Disconnect. Electrical, Plumbing ------ - -- -- ------ ----- ------ - --- -- -- -------conn------ -- Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to �O enings 4 Wate Well: Disconnect, Electrical, Plumbing - " xteri r. Eec. Trim; G.F.I. Receptacle -Underground , --- en -----n Throughout House -- ----- - tdatio - - -------- s Protection -- - ------------------------ --- C ctio p .Es us Inspections ----- - - fF - -- ------------ I, . Ga Te -Met rs Tagged: Gas -Electric matey&'Sewer Connected -C/O to Grade -HD Approval art nergy Compliance Certificate -Other Certificates ------ -- - - --- r_ - Date /�/ jy' 9Z Card B-1 Date Card B-1 ---------- -Date Card__B1_Date Card B-1 Date Car B-1 Date Ca1d`e-1 Comments at Final- - - - -- -- of COUNTY OF BUTTE - DEPARVMENT=QF PUBLIC WORKS 7 County Center Drive - Oroville, Californl8 95965 - Telephone: 916,'538-7541 APPLICATION AND PERMIT P RMI N0. 92-13 ASSESSOR PARCEL -NUMBER 69-25-17 ZONING RT 1 210 OPN BUILDING PERMIT 1,4 OWNER R 415 TELEPHONE 932-1740 SQ. FT. OCC. BUILDING VALUATI N 2629 R 141,588( OWNER'S MAILING ADDRESS 532 FENWAY DRIVE WALNUT CREEK 94598 483 M b,694 CONTRACTOR'SNAME BETTER BUILDERS TELEPHONE 589-2574102 M 1,836 CONTRACTOR'S MAILING ADDRESS 5263 ROYAL OAKS DRIVE OROVILLE 8,710 . Fireplace kLLEJ 1,500 CONSTRUCTION LENDER UNKNOWN Total Valuation I $ 163 798.00 LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ 855.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ /.27.75 Energy Plan Checking Fee $ 20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 5332 URE HILL DRIVE OROVILLE Permit fee $ 11-118.25 PLUMBING PERMIT Filing Fee 15.00 Each Trap 14 5.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION 220 NAME K R 43 PARCEL MAP 58-74 Water piping 7.00 7.00 Each qas water heater or vent 2 7.00 14.00 USE OF STRUCTURE SFXJ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.001 5.00 Building sewer 15.00 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New'LX' Addition ❑ Remodei ❑ Utilities ❑ Installation❑ Other ❑ Describe work: 3BDRM _ Permit Fee $. 126.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 8.50 CONTRACTORS LICENSE LAW I declare u er penalty of perjury (check One): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Profession my license is in full9tce and effect. ` License .JO. �. Classification v ❑ 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 Main service 200ATO1000AI 112.50 NEW CONST. ( DWELLING OCCUP.&l OR ADDNS. t ACC. BLDGS. _37.50 3.6psq.ft. NEW CONSTR ULT' -OUTLET NON --ESI BRANCH CIRC ITS @ 5.00 POWER APPARATUS (SINGLE OUTLET CIR. ) Ex. Occup(OUTLETS OR FIXTURES 20 760 OP Ex. Occup. UTLETS(RESID IREA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring '15.00 Permit Fee $ - WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): T . permit is for $100.00 (valuation) or less. 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 15.00 Heating 3 TON 18.00 SPLIT SYSTEMMEAT PUMP Cooling 3 TON 2 18.00 Hood 6.50 Ventilation 3 4.50 13.50 Permit Fee $ 71.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the 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, judgm In s, costs, and expenses which may in any way accrue against sa`d Count uence of the granting of this permit. C X '� Date Signature of Applicant - Owner❑ Contractor Agent ❑ An OSHA permit is required for xcavations over 5'0" deep and de oli 'on or construct- ion of structures over 3 stories height.`i C� `o , Mobile Home Installation Fee $ Energy Inspection Fee $ 40.00 c Co T PE TOTAL FEE $ 19701.25 HAz DES (/ IMP FLo� CDF PAS PD HD Issue � This permit is hereby issued under sions of the Butte County Code and/or work indicated a ve for which fees IR TO OF PUBLIC BY PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date j Receipt No. i �+ WHITE-D.P.W.. YELLOW -ASSES . PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT.: OF PUBLIC WORKS 7 County Center Drive - Orovllle, Californl•3 95965-- Telephone: 916.'538-7541 APPLICATION AND PERMIT PERMIT NO. :Z— ASSESSOR PARCEL. P(UMB ,. ZONING ' BUILDING PERMIT OWNER , TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S AILING ADDRESS _ S3 2 'Fe h Q t 9 ZC2Z pL -IV f y a G CONTRACTOR'S NAME (3till s TEILEPMONE 9 6 dZ id3 AC- CONTRACTOR'S MAILING ADDRESS Z6"3 — �q �� Q v QA0011 41Y17 Fireplace�- /� \ 1.4-06 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 14, 143 7 V,e LENDER'S MAILING ADDRESS - Filing Fee - $ r 15,00 Permit Fee ,- ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee 1Z7 Energy Plan Checking Fee $ �- ARCHITECT OR ENGINEER'S MAILING ADDRESS - Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 15.00 �T .�— .J �. K GG3 !.L Y`L / Each Tr -0— 5.00 Q 2-0— Sol Solar eat pump water heater LOT NO. SUBDIVISION NAME PARCEL MAP J? -17 Water piping 7.00 -7 Each qas water heater or vent 7.00 0 USE OF STRUCTURE S& Duplex❑ Mobilehome❑ Other Gas piping system 1 - 5 outlets 5.003--� Building sewer 15.00,,/SPECIFY Mobile Home S I G I W @ 15.00 TYPE OF WORK New�_a Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: 33 Permit Fee $ Contractor ELECTRICAL PERMIT 4-18.50 Filing Fee 15.00 Main service 200V OR ESS 00AOR LESS 783 Main service 20rTO 10o0A, 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. .J ` License o. 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- (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.9i\ OR ADDNS. ACG. BLDGS. /O,S- I 3.6Q sq.ft. NEW CONSTFL ULTI-OUTLET NON -REST BRANCH CIRC ITS @ 5 00 POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. OCCUp(OUTLETS OR FIXTURES 20 71 A \\ Ex. Occup. ou LETS PIRESID IREA.) I 3.00 Temporary service Mobile Home Facilities Misc. �Yirinors. g T15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I 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 15.00 Heating e Cooling �3 T" r. Hood 6.50 �— Ventilation it Fee $ ractor '%/ I certify that I have read this application and state that the above informationile is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. 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 over 3 stories in height. Home Installation Fee S EEnergy c Inspection Fee $ sip -�-"- c CONST TYPE TOTAL FEES • fAZ 1 0FEES IMP FLOOD I CDF PARCEL tPD V MD ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No. ,�'� NNI TE•O.P.W.. YELLOW. A$9E390R, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 • • . PERMIT APPLICATION DATA SHEET Permit No. 7 OWNER F, ,P- d %Q_ A. P. No. Proposed Building Use Building Inspector Date �� �Z 7 -y� 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 . . �- 4�. mete 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 .......... il!96L 8. Engineered truss details and layout in duplicate (required prior to plan ch 9. Mobilehome installation data including manufacturer's installation instructions ........ of (o - 5`74- 11. f4- 11. Chico Urban Area fees paid ....................................... 2. Park fees paid ............. 3. School District fees paid ....... s 14. Sanitation approval from Seca Ala OL 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) 21. Contractor's license. information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... __*4. Recorded copy of Agricultural Acknowledgment Statement ......... CNIX 2 . Letter of signature authorization ............ !.. ................. . 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone E549�-:?=S7N and hold for pickup at office. Deliver w/inspector. Other Copy of Hdz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. _F,,fire Dept. Other Date By The following data must be s 1. Index permit for above iter 2. Additional items required: fitted 'W"' r to permit issuance: (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by_phone_—mail counter by ..date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date Plans checked by Date Plans approved by Sets of plans on hold in File cabinet AP folder r - PERMIT NO: 28-92 Lake Oroville Area Public Utility District 1980 FWn Street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the -Butte County Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: April 2.7, 1992 a JOSEPII & JEANNE FIELDER Applicant: (Better.Builders) Applicant Address: 532 Fenway Dr., walnut Creek, CA .94598. Applicant Phone No.: Property Location (s): A. P. No. (s): Fees due: Application for service XX 415-935-8800 5332 Treasure Hill Drive, Orovil.le, CA 959.66 Kelly Ridge..Estates, Unit 4B, Lot 220 69-25-17 No fees due LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: LA Date: Lake Oroville Area Public Utility District release to close permit: Date: By: TO: Building Department FROM: Encroachment Permit Section RE:Diiveway Clearance. ° owner _ "�` ` AP # location ti.,ti� - ,J Driveway permit ��� has been issued. rfor' the above property. n b date sign re _ couNn, BUILDING Dep TTE MAY 0 5 1992 -a$ti/ti.K,;'tnY': i.di-..{ :: :�, .7' S t ..,.1.''rs. i :' Yd 1i,�., n, f 6�•{4 r ..• ., .: ... . _. . : _ J; rte' ��....>;. 5R9r 1+•"�. •.rF. .iS ,.,•.'l �.y.':'aYi '1t:W! ��i`i.hdf fryi Y. nY.��O°q":; Aii9?�'J,e.Ylk%L-t•''},'.b:'..-xSh .. S�`.S•v.sC7''}..•-3'±�r'•Y..4., { ' BUTTE COUNTY SCHOOLS:>IMPACT FEE CERTIFICATION (One Form Per Building) FORM School District`Q-e ✓`_ Building Department No. A.P. Number23 _ /7 Jurisdiction _ J City County Property Owner- ------�t-le-�-------- > Property Location/Address — _ 33 Z-_ toli? d Subdivison Lot No. Residential Development Sq. Footage Z 6 Z Z No. of Living MHi Addition (Group R) Units Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) 2,7 - 9Z Building p p Department a resentative Date (Floor Plans reviewed by School Distr'i'ct Personnel) District Identification No. oJ{lle . �2rne r _ School District certifies that (Applicant) 5 33 Z_ �I'�4Su 10.-Al -- -� r • J�-- -- (Street Address) (Phone Number) ' (City) (State) (Zip Code) ' L has complied with the requirements of Resolution No. _1S_- 5 t%. - (�` �o ' : '. by payment of $ representing ���-_ _ _ square feet. School Dfsffict Representati Date Paid by Check Number Remarks: Bank Number Paid by Cash----------- - - If; subsequent to the School District Representative' signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the"California Environmental Quality Act,(C.EQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district)- feeformmkf (4/92) OR G 0 AVM 044#034co)mjlcl7tna UWO.7 Return -"to DPW A 9 2-0245 0 5 ff`,M r�V,v I Rec Fee 5.00 P. I Check 5.00' Recorded I f Official Records County of I i Butte I w Candace J. Grubbs I { Recorder I 8:01am 3 -Jun -92 I PUBL CD 1 r AGRICULTURAL.STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area -zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: of �eZD, tt/Id' It ECe_ily R1'd9e E.s4o_tes E4-bd111/s1oA), k;gore Co vvt tom ly kt, oc 1, /" 5-355 IV;l/ Dry Z-1,0t/d/e, fit. Date:• aG��a PROPERTY OWNERS: State of D / On this the �(O day of 19�/Zi, before SS. me, the undersigned Notary Public, p rsonally appeared County of 7 jel - ) os r � � /-� e/ �� ¢ /oma /Q 166 [I OFF=CMVM L MAW COti 0 MY Conn. u Personally known to me. Li Proved to me on the basis of satisfactory evidence. to be the person(s) whose hame(s)o_ subscribed to the within instrument and acknowledged that 711S#.E executed the same for the purposes therein containd. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A.P. Notary Public EN® OF DOCUMENT s'�t�C�����'��U : � � �.,.., . • „fit � ...: .r. <: r"i. , �9 CERTIFPage 1 CF -1R ICATE OF COMPLIANCE: RESIDENTIAL Project Title...... .. Residence for,Fie,lder• Date ......... 05/14/92 Project Address......... 5332 Treasure Hill Dr. Oroville Documentation Author... Carol Kuopus Company ................ CALCTECH Telephone .............. (916) 589-4219 Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone..... 11 Field Check Date MICROPAS3 v3.01 File-FIELDECO Weather-CTZ11 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence GENERAL INFORMATION Conditioned Floor Area..... Building Type.... .. .. ... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Infiltration Control....... 2729 sf Single Family Detached Front Facing 320 deg (NW) 1 2 Slab On Grade Standard BUILDING SHELL INSULATION Component Insul Type R -value Location/Comments Wall R-19 LOWER, TO GARAGE, TO ATTIC Door R-0 LOWER, FRONT ENTRY, TO GARAGE INTERIOR DOOR Wall R-24 LOWER, UPPER 'SlabEdge R-0 SLAB EDGE Roof R-38 FLAT CEILING, TILT CEILING Floor R-19 TO CRAWLSPACE FloorExt R-19 TO OPEN Wall Floor R-0 R-0 STUD PARTITION INTERIOR FLOOR GLAZING Glazing Area # of. Interior Exterior Framing Orientation (s�_') Panes Shading Shading Overhang Type Window Right (SW), 55 2 DRAPES 50% BUG SCREEN None Metal Window Back (SE) 128 2 DRAPES 50% BUG SCREEN None Metal. Window Back (SE) 145 2 DRAPES 50% BUG SCREEN Yes Metal Window Left (NE) 80 2 DRAPES 50% BUG SCREEN Yes Metal Window Left (NE) 112 2 DRAPES 50% BUG SCREEN None Metal Window Front (NW) 5 2 DRAPES None Yes Metal Window Front (NW) 24 2 DRAPES None None Metal Window Front (NW) 32 2 DRAPES 50% BUG SCREEN Yes Metal Window Front (N) 6 2 DRAPES 50% BUG SCREEN None Metal Window Right (W) 6. 2 DRAPES 50% BUG SCREEN None Metal Window Back (SE) 21 2 DRAPES None Yes Metal Skylight Front (NW) 8 2 NONE None None Metal CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Residence for -Fielder Date........ 05/14/92 MICROPAS3 v3.01 File-FIELDECO Weather-CTZ11 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence Type S1abOnGrade S1abOnGrade THERMAL MASS Area Thickness Hard Surfaced/ (sf) (in) Exposed Location/Comments 248 4.0 Yes LOWER LEVEL 741 4.0 No LOWER LEVEL ASSUMED HVAC SYSTEMS ACTUAL HVAC SYSTEMS Actual Output Actual System Efficiency (Btuh) Heating Cooling Cooling Coil 86.4%CSE 73000 12.55SEER 49000 CEC Maximum Output System Type Storage, Gas Manufacturer and Model # (or approved equal) Lennox G21Q4-80 Lennox HS14-511 Lennox C14-41FF for Gas Central -Furnaces:« 154263/Btuh WATER—HEATING- SYSTEMS Tank Capacity Manufacturer and Model # (gal) (or approved equal) 50. STATE SEV-50-NXRT SPECIAL FEATURES/REMARKS Energy f Credits This building incorporates a Zonally Controlled HVAC System. This building incorporates a Zonally Controlled HVAC System. R-5.7 duct insulation required R-19 floor insulation required R-19 wall insulation required at attic and crawlspace R-24 wall insulation required at exterior per Form 3- R-38 insulation required in flat ceilings per Form 3 R-38 insulation required in tilted ceilings Dual pane glazing with metal frames required per elevations FAU1: Lennox G21Q4-80 at 86.4%CSE & 73000Btu/hr. AC1: Lennox HS14-511 condensing unit AC1: Lennox C14-41FF coil AC1: 12.55 SEER at 49000Btu/hr.' None Assumed Duct Duct Assumed System Efficiency Location R -value Gas 0.864 SE Crawlspace R-5.7 Air Conditioner 12.55 SEER Crawlspace R-5.7 Gas 0.864 SE Crawlspace R-5.7 Air Cond�_tioner 12-55 SEER Crawlspace "--.R-5.7 ACTUAL HVAC SYSTEMS Actual Output Actual System Efficiency (Btuh) Heating Cooling Cooling Coil 86.4%CSE 73000 12.55SEER 49000 CEC Maximum Output System Type Storage, Gas Manufacturer and Model # (or approved equal) Lennox G21Q4-80 Lennox HS14-511 Lennox C14-41FF for Gas Central -Furnaces:« 154263/Btuh WATER—HEATING- SYSTEMS Tank Capacity Manufacturer and Model # (gal) (or approved equal) 50. STATE SEV-50-NXRT SPECIAL FEATURES/REMARKS Energy f Credits This building incorporates a Zonally Controlled HVAC System. This building incorporates a Zonally Controlled HVAC System. R-5.7 duct insulation required R-19 floor insulation required R-19 wall insulation required at attic and crawlspace R-24 wall insulation required at exterior per Form 3- R-38 insulation required in flat ceilings per Form 3 R-38 insulation required in tilted ceilings Dual pane glazing with metal frames required per elevations FAU1: Lennox G21Q4-80 at 86.4%CSE & 73000Btu/hr. AC1: Lennox HS14-511 condensing unit AC1: Lennox C14-41FF coil AC1: 12.55 SEER at 49000Btu/hr.' None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title......... Residence for -Fielder Date........ 05/14/92 MICROPAS3 v3.01" File-FIELDECO Weather-CTZ11 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence SPECIAL FEATURES/REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative code. This certificate has been signed by the individual with overall- design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. DESIGNER OWNER Name.... John Starr Name.... Fielder Company. Better Builders Company. Address. 5263 Royal Oaks Dr. Address. Oroville CA 95966 Phone... (916) 589-25'14 Phone... License. 323225 Signed Signed (date) (date) DOCUMENTATION AUTHOR ENFORCEMENT AGENCY Name.... Carol Kuopus Name.... Company. CALCTECH Title... Address. Drawer G Agency.. Feather Falls, CA 95940 Phone... (916) 589-4219 Phone... Signed CGS -e -e- ��� 9a Signed ate (date) r COMPUTER METHOD SUMMARY Page 1 C -2R Project Title........... Residence for Fielder Date........ 05/14/92 Project Address.•....... 5332 Treasure Hill Dr. Oroville Documentation Author.%. Carol Kuopus Building Permit Company ................ CALCTECH Telephone .............. (916) 589-4219 Plan Check Date Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........... 11 Field Check Date MICROPAS3 v3.01 File-FIELDECO Weather-CTZ11 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence GENERAL INFORMATION Conditioned Floor Area..... 2729 sf Building Type .............. Single Family Detached Building Front Orientation. Front Facing 320 deg (NW) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... ReducedYear MICRO.PAS3 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 28.81 19.20 9.61 Space Cooling.......... 16.64 16.72 -0.08 Water Heating.......... 7.48 9.83 -2.35 Total 52.93 45.75 7.18 *** Building complies *** GENERAL INFORMATION Conditioned Floor Area..... 2729 sf Building Type .............. Single Family Detached Building Front Orientation. Front Facing 320 deg (NW) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... ReducedYear Floor Construction Type.... Slab On Grade Number of Building Zones... 2 Conditioned Volume......... 23046 cf Footprint Area ............. 1770 sf Slab -On -Grade Area......... 989 sf Glazing Percentage.. ..... 22.8 % of FA Average Ceiling Height..... 8.4 ft BUILDING ZONE INFORMATION Floor Vent Special Cond- Area Volume #,of Thermostat Height Vent Area Zone Type it.ioned (sf) (cf). Units Type (ft) (sf) LOWER Living Yes 989 8197 0.34 LivingStat 8.0 n/a UPPER Living Yes 1740 14849 0.66 LivingStat 8.0 n/a COMPUTER METHOD SUMMARY Page 2 C -2R Project Title........... Residence for -Fielder Date......... 05/14/92 MICROPAS3 v3.01 File-FIELDECO Weather-CTZ11 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence OPAQUE SURFACES Area U- Insul Act Solar Location/ Form 3 Surface (sf) value R-val Azmth Tilt Gains Comments Reference LOWER 1 Wali 543 0.065 R-19 320 90 No LOWER 2 Door 17 0.330 R-0 320 90 No LOWER si 3 Wall 175 0.046 R-24 230 90 Yes LOWER STR5/OA i24gC., 6 4 Wall 307 0.046 R-24 140 90 Yes LOWER it 5 Wall 116 0.046 R-24 50 90 Yes LOWER UPPER 10 Wall 186 0.046 R-24 320 90 Yes UPPER 11 Door 20 0.330 R-0 320 90 Yes FRONT ENTRY CEG S 12 Wall 17 U.046 R-24 5 90 Yes UPPER slTz-151 a 13 Wall 17 0.046 R-24 275 90 Yes UPPER 14 Wall 164 0.065 R-19 320 90 No TO GARAGE CE ,,st , Fl= 15 Door 20 0.330 R-0 320 90 No TO GARAGE It 16 Wall 261 0.046 R-24 230 90 Yes UPPER 17 Wall 327 0.046 R-24 140 90 Yes UPPER ' 18 Wall 22.3 0.046 R-24 50 90 Yes UPPER 19 Wall 45 0.065 R-19 320 90 No TO ATTIC CEC, ShOS2 20 Roof 972. 0.025 R-38 0 0 Yes FLAT CEILING $' D- 21 Roof 41.2 0.02,9 R-38 320 9 Yes TILT CEILING , 22 Roof_ 378 0.029 R-38 140 9 Yes TILT CEILING it 23 Floor 739 0.037 R-19 0 0 No TO CRAWLSPACE � 24 FloorExt 43 0.049 R-19 0 0 No TO OPEN PERIMETER LOSSES Length F2 Insul Surface(f%} Factor R-val Location/Comments LOWER 6 SlabEdne 8 0.900 R-0 SLAB EDGE 7 S1abEdge 95 0.720 R-0 SLAB EDGE 8 S1abEdge k5 0.550 R-0 SLAB EDGE 9 S1abEdge 8 0.500 R-0 SLAB EDGE GLAZING SURFACES SC Interior SC Area # of Frame Open U- Act Glass Shade Gls+ Surface (sf) Panes Type Type value Azmth Tilt Only Type Shade LOWER 1 Window 4 2 Metal Slider 0.65 230 90 0.77 DRAPES 0.66 2 Window 48 2 ;fetal Slider 0.65 140 90, 0.77 DRAPES 0.66 3 Window 53 2 Metal Slider 0.65 140 90 0.77 DRAPES 0.66 4 Window 32 2 Metal Slider 0.65 140 90 0.77 DRAPES 0.66 5 Window 40 2 Metal Slider. 0.65 50 90 0.77 DRAPES 0.66 6 Window 32 2 Metal Slider 0.65 50 90 0.77 DRAPES 0.66 UPPER 7 Window 5 2 Metal Fixed 0.65 320 90 0.77 DRAPES 0.66 8 Window 24 2 Metal Fixed 0.65 320 90 0.77 DRAPES 0.66 9 Window 24 2 Metal Slider 0.65 320 90 0.77 DRAPES 0.66 10 Window 8 2 1.4etal Slider 0.65 320 90 0.77 DRAPES 0.66 11 Window 6 2 Metal Slider 0.65 5 90 0.77 DRAPES 0.66 CbMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Residence for•Fielder Date......... 05/14/92 MICROPAS3 v3.01 File-FIELDECO Weather-CTZ11 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence GLAZING SURFACES SC Interior SC Area # of Frame Open U- Act Glass Shade Gls+ Surface (sf) Panes Type Type value Azmth Tilt Only Type Shade 12 Window 6 2 Metal Slider 0.65 275 90 0.77 DRAPES 0.66 13 Window 51 2 Metal Slider 0.65 230 90 0.77 DRAPES 0.66 14 Window 60 2 Metal Slider 0.65 140 90 0.77 DRAPES 0.66 15 Window 21 2 Metal Fixed 0.65 140 90 0.77 DRAPES 0.66 16 Window 80 2 Metal Slider 0.65 140 90 0.77 DRAPES 0.66 17 Window 40 2 Metal Slider 0.65 50 90 0.77 DRAPES 0.66 18 Window 80 2 Metal Slider 0.65 50 90 0.77 DRAPES 0.66 19 Skylight 8 2 Metal Fixed 0.65 320 19 0.77 NONE 0.77 OVERHANGS Area Window Overhang Overhang Surface (sf) Height Length Height LOWER 3 Window 53 6.7 10.0 1.5 4 Window 32 4.0 10.0 1.5 5 Window 40 .6.7 39.0 1.5 UPPER 7 Window 5 5.0 4.0 0.7 9 Window 24 4.0 2.0 0.7 10 Window 8 3.0 2.0 0.7 14 Window 60 5.0 0.5 1.2 15 Window 21 3.5 10.5 0.3 17 Window 40 6.7 22.0 1.4. EXTERIOR SHADING Area Shading SC of Surface (sf) Type Ext Shade LOWER 1 Window 4 50% BUG SCREEN 0.84 2 Window 48 50% BUG SCREEN 0.84 3 Window 53 50% BUG SCREEN 0.84 4 Window 32 50% BUG SCREEN 0.84 5 Window 40 50% BUG SCREEN 0.84 6 Window 32 50% BUG SCREEN 0.84 UPPER 9 Window 24 50% BUG SCREEN 0.84 10 Window 8 50% BUG SCREEN 0.84 11 Window 6 50% BUG SCREEN 0.84 12 Window 6 50% BUG SCREEN 0.84 13 Window 51 50% BUG SCREEN 0.84 14 Window 60 50% BUG SCREEN 0.84 16 WinCow 80 50% BUG SCREEN 0.84 17 Window 40 50% BUG SCREEN 0.84 18 Window 80 50% BUG SCREEN 0.84 COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... Residence for'Fielder Date........ 05/14/92 MICROPAS3 v3.01 rile-FIELDECO Weather-CTZ11 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence Mass Type INTER -ZONE SURFACES Insul Form 3 R-val Location/Comments Reference R-0 STUD PARTITION R-0 INTERIOR DOOR R-0 INTERIOR FLOOR THERMAL MASS L7EC_ . v j Area Thick Heat Conduct- Surface (sf) (in) Cap ivity R -value Location/Comments LOWER 1 S1abOnGrade 248 4.0 2 S1abOnGrade 741 4.0 System LOWER Gas Air Conditioner. UPPER Gas Air Conditioner l:dPd- System # of city Type Heaters (gal) Storage Gas 2 50 28.0 0.98 R-0 28.0 0.98 R-2 HVAC SYSTEMS Minimum Duct Efficiency Location 0.864 SE\ Crawlspace 12.55 SEER Crawlspace 0.864 SE S Crawlspace 12.55 SEER Crawlspace R HEATING SYSTEMS LOWER LEVEL LOWER LEVEL Duct Duct R -value Efficiency R-5.7 0.894 R-5.7 0.910 R-5.7 0.894 R-5.7 0.910 Effic- Standby Input iency Loss Rating Pilot Size (Btuh) 0.850 RE 3.75% 40000 Btuh n/a SPECIAL FEATURES/REMARKS This building incorporates a Zonally Controlled HVAC System. This building incorporates a Zonally Controlled HVAC System. R-5.7 duct insulation required R-19 floor insulation required R-19 wall insulation required at attic and crawlspace R-24 wall insulation required at exterior per Form 3 R-38 insulation required in flat ceilings per Form 3 R-38 insulation required in tilted ceilings Dual pane glazing with metal frames required per elevations FAU1: Lennox G21Q4-80 at 86.4%CSE & 73000Btu/hr. AC1: Lennox HS14-511 condensing unit AC1: Lennox C14-41FF coil AC1: 12.55 SEER at 490003tu/hr. Credits NONE Area Surface (sf) U -value LOWER/UPPER 1 Wall 191 0.393 2 Door 17 0.470 •3 Floor 959 0.101 Mass Type INTER -ZONE SURFACES Insul Form 3 R-val Location/Comments Reference R-0 STUD PARTITION R-0 INTERIOR DOOR R-0 INTERIOR FLOOR THERMAL MASS L7EC_ . v j Area Thick Heat Conduct- Surface (sf) (in) Cap ivity R -value Location/Comments LOWER 1 S1abOnGrade 248 4.0 2 S1abOnGrade 741 4.0 System LOWER Gas Air Conditioner. UPPER Gas Air Conditioner l:dPd- System # of city Type Heaters (gal) Storage Gas 2 50 28.0 0.98 R-0 28.0 0.98 R-2 HVAC SYSTEMS Minimum Duct Efficiency Location 0.864 SE\ Crawlspace 12.55 SEER Crawlspace 0.864 SE S Crawlspace 12.55 SEER Crawlspace R HEATING SYSTEMS LOWER LEVEL LOWER LEVEL Duct Duct R -value Efficiency R-5.7 0.894 R-5.7 0.910 R-5.7 0.894 R-5.7 0.910 Effic- Standby Input iency Loss Rating Pilot Size (Btuh) 0.850 RE 3.75% 40000 Btuh n/a SPECIAL FEATURES/REMARKS This building incorporates a Zonally Controlled HVAC System. This building incorporates a Zonally Controlled HVAC System. R-5.7 duct insulation required R-19 floor insulation required R-19 wall insulation required at attic and crawlspace R-24 wall insulation required at exterior per Form 3 R-38 insulation required in flat ceilings per Form 3 R-38 insulation required in tilted ceilings Dual pane glazing with metal frames required per elevations FAU1: Lennox G21Q4-80 at 86.4%CSE & 73000Btu/hr. AC1: Lennox HS14-511 condensing unit AC1: Lennox C14-41FF coil AC1: 12.55 SEER at 490003tu/hr. Credits NONE COMPUTER METHOD SUMMARY Page 5 C -2R Project Title.......... Residence for'Fielder Date........ 05/14/92 MICROPAS3 v3.01 Pile-FIELDECO Weather-CTZ11 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence SPECIAL FEATURES/REMARKS HVAC SIZING Page 1 HVAC Project Title.......:.. Residence for 'Fielder Date........ 05/14/92 Project Address........ 5332 Treasure Hill Dr. Oroville Documentation Author... Carol Kuopus Company ................ CALCTECH Telephone .............. (916) 589-4219 Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........... 11 Field Check Date MICROPAS3 v3.01 File-FIELDECO Weather-CTZ11 Program -HVAC SIZING User#-MP1320 User-CALCTECH Run -Proposed Residence GENERAL INFORMATION Floor Area... .... 2729 sf Volume.. .............. 23046 cf Sizing Location............ OROVILLE RS Latitude. .... ........ 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range ............... 37 F Shading Used... ......... Yes Latent Load Fraction....... 0.40 Description HEATING AND COOLING LOAD SUMMARY Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 12961 5158 Glazing Conduction ............... 16169 10510 Glazing Solar .................... n/a 22655 Infiltration ..................... 13109 5382 Internal Gain .................... n/a 3300 Ducts ............................ 4224 2350 Sensible Load .................... 46463 49355 Latent Load ...................... n/a 19742 Total Load' 46463 69097 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. CEC Maximum for gas central furnaces only: 46463 + 100.0 x (0.86 - 0.71) x 7000 = 154263 Btuh PROPOSED CONSTRUCTION ASSEMBLY: RESIDENTIAL Form 3R Project Title: Project Address: Documentation Author:Neal Kuopus for CALCTECH Date: Location:Oroville RS Tel.:(916) 589-4219 Building Permit No. Checked By: Date: Enforcement Agency Use Only Assembly Name:STR512R19GB Assembly Type:WALL Assembly Tilt:90 Framing Material:WOOD Framing Spacing:16"o.c. Framing `x:15% Framing Size•2X6 List of Construction Components Outside Surface Air Film 1.0.375" Stucco 2.1" Rigid Insulation 3.0.5" Plywood 4.R-19 Insulation 5.2x6 Framing 6.0.5" Gypsum Board 7. 8. 9. Inside Surface Air Film Total Unadjusted R -Values: Sketch of Construction Assembly R -Value Cavity Frame 0.17 0.17 0.06 0.06 5.00 5.00 0.62 0.62 17.80 ----- ----- 5.45 0.45 0.45 0.68 24.78 R C 0.68 12.43 Rf Framing Adjustment Calculation: (if applicable) 0.0404 x 0.85 + 0.0805 x 0.15 = 0.0464 Total U -Value 1/0.0464 = 21.55 Total R -Value. PROPOSED CONSTRUC'T'ION ASSEMBLY:. RESIDENTIAL Form 3R Project Title: Project Address: Documentation Author:Neal Kuopus for CALCTECH Date: Location:Oroville RS Tel.:(916) 589-4219 Building Permit No. Checked By: Date: Enforcement Agency Use Only Assembly Name:CSR38CC2412 Assembly Type:ROOF I Assembly Tilt:0-22 Framing Material:WOOD Framing Spacing:24"o.c. Framing %: 7% Framing Size•2x6 List of Construction Components Outside Surface Air Film 1.Asphalt Shinales 2.Building Paper 3.0.5" Plywood 4.3.5"+ Air Space 5.R-19 Insulation 6.R-19 Insulation 7.2x6 Framing 8.0.5" Gypsum Board 9. Inside Surface Air Film Total Unadjusted R -Values: Sketch of Construction Assembly R -Value Cavity Frame 0.17 0.17 0.44 0.44 0.06 0.06 0.62 0.62 0.80 0.80 19.00 19.00 19.00 ----- ----- 5.45 0.45 0.45 0.61 41.15 R, 0.61 27.60 Rf Framing Adjustment Calculation: (if applicable) 0.0243 x 0.93 + 0.0362 x 0.07 = 0.0251 Total U -Value 1/0.0251 = 39.84 Total R -Value RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # %2' /34-1 OWNER �(�LDE� A.P. # Co4- 25-!'7 GENERAL Plan Checker ;Q�K _ 6.2-92 Zo g requirements: (sideyards and number of permitted living units). aluation. aPO1tJE, - W . 4-'S 0. 4ukc- eo�F�2d�nPT-�o�i !s signed by designer. Proper description of work on application. -5,--: RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS*ITEMS TO LOOK OUT FOR Stai ay details: landings, rise and run, head clearance, handrails 3306). 2. ardrail details (Sec. 1711 & 3306(j). �rM or stone veneer (Chapter 30). 4. rior plaster - weep screeds (Sec. 4706). Prr roof pitch for roof convering (Chapter 32). 6 Roof covering type - (fire hazard). F-----Fow-insulation - protection. 8(--__3_6" halls and stairways. 9� ea over garage - complete 1 -hour separation required cludin supporting walls and posts, etc. 1 zits on three-story dwellings (sec. 3303 & see Mezannines Attic access and ventilation (Sec. 3205). 1k.-'q_rfloor access and ventilation (Sec. 2516). 11-- 8/91 on garage side - 1716). . om ustion air for fuel burning appliances - L.P.G. requirements. se requirements on duplexes. 1 � . EE�►ergy design. lz� ashing at all exterior openings. PP. F—responsible area requirements. 2_1 Z per, -rte. �J-FEET 1 / 1 .v�\w,c %1 0 per. +gym - 4 -f- r z. r AC' C41 r J LQG S 'T F: U i 'r U F' A L G A L i_ U L A T I 0 N S F 0 R CONCRETE MASONRY CANTILEVER LEVET: PROPERTY LINE RETAINING WALLS FETTER BUILDERS CONSTRUCTION 5263 ROYAL OAKS DRIVE OROVILLE, CA 95966 CALCULATIONS ARE IN i_OMPLIANCE WITH THE 1991 EDITION OF THE UFC: S I13NED------------ - ------------- DATE _jAf4Z_ FRANK L. TYUKOS, RCE 32404 �Z -:?64.5 BUTTE cou+vrr BUILDING DEPARTMENT APPROVED F L T ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 ( 916) 872-0254 El L � � C �011_ FLT EN13I NEER I NG SUBJECT: CMU CANT I LEVET: RETAINING WALLS r. 5790 i_ LARI:': ROAD " = PARADISE, i_A. BY:, FLT DATE: 7/9' JOB NO.: 2118 ` PROJECT: BETTER BUILDERS CONSTRUCTION � , SHEET 1 OF 'moo 5263 ROYAL OAKS. DRIVE, OROV I LLE, CA 95966 FF:EE STAND I Nim i_ ONi= F:E:L.E�MASOI�I�:Y F'F:OF�EF:TY • LINE •F:L.TA I I� I Nim WALLS W I T'H ' CODE 1991 UBC: SUPERIMPOSED LOADS: NONE C:AL_ 9 S PROVIDED FOR: A. 4y-()'' HI13H WALL } SHEETS ^ & B. 5'-4" HIGH WALL — SHEETS. 4 & 5 C. 67-8" HIGH WALL — SHEETS 61 7 &' 8 D. 8'-0'' HI13H WALL — SHEETS . 91 10 & 11 E. 91 —4"�HIGH WALL — SHEETS 12, 18, & 14 F. 11';.4—•'H.IGH�WALL — SHEETS 15, 16, & 17 CONSTRUCTION DETAILS —. � SHEETS 18, . 19, & 0 MATERIALS: ti OO RETE` — ULT I MATE t_ OMF'F:ES_S,._STRENGTH" — f 9 _ c_�"c:�i i F'S I C �:_8_DAYS, rlMCJ=— ULT IMATE"�_I_OMPRESSIVE=-STRENGTH-- f'm—` 1500 PS i�F:OUTE�i SOL I D,— NO NSF_'E�= T-I UN`F:ECU I RED-, E I NFOF:L I NG ASTM F�615,. i.GRADE4i �', RE AL'L'OWABLE SOIL' . BE0Q Ni�„F'R S�SUF�E — '15i �� F'SF, ' ACWOWABL"E7LCX9 EF:AL BRGi,FORESSU--RE— '='"":_001-PSF, ' ' Y FLT ENGINEERING PROJECT- : BETTER BUILDERS CONSTRUCTION 5790 CLARK ROAD JOB -NO.. 2118 FARAD I SF_; CA DATE 7/199' (916) X872-0254 ' CALCIS S BY : FLT SHEET 2 OF ZD SUBJECT: CONC . MASONRY CANTILEVER :ETA I N I Nim WALL WALL DESIGN: ------------ t ALL CALCULATIONS ARE IN UNITS/Liu. FT. GRADE SLOPE RATIO: x_ � LEVEL SOIL_ EQUIVALENT FLUID .PRESSURE (PSF ? : 30 �. SURCHARGE (PSF ).: YIELD STRENGTH OF REINF- -- Fy I 40 ULTIMATE i_OMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 ' ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI) :. -1500 SPECIAL INSPECTION REQUIRED: NO , ALLOW. COMPRESSIVE STRESS OF CMU — Firs (PSI), 250;00'1 GRAVITY LOAD —. DEAD LOAD I KIP) : --L I'VE LOAD_X K I_P) :- OVERALL HEIGHT OF_THE WALL — H (FEET*)—.- ^ 4""�r/ OVERAL EIGHT OF THE SOIL �am— `Hr c: FEET T : THICKNESS OF WALL — TOP (INCHES):. 7.6 — BOTTOM (INCHES): 7.6 GROUTED SOLID � WEIGHT OF GROUT -(PCF): 135 AVERAGE WEIGHT OF - WALL . (PSF) : 84 , ' - TOTAL EARTH PRESSURE - Fw !KIP): i x.;1'7 MOMENT — Mw (FT—KIP): c i .1 @ AREA REINF. (IN`''•2) ' 9d' (IN)_ SIZE & SPA (IN) ---------- 0.024 5.35 y #4• @ 101.9 MIN. VERTICAL REINF. — .12 % ( IN'"24 . 0. 10'9 MIN. HORIZONTAL REINF. —'.Oe % -(IN- ): " 0.073 ,. :D SIGN RE:IIWF. — VERT1CAL: -` #4 @ — HOF:I ZONTAL: EFFECTIVE RATIO OF REINF. — p : 0'.0023 MODULAR RATIO — n : 25.8. COEFFICIENT — k:: o. 29 � ACTUAL RATIO OF DISTANCE ' 0. 903 = COEFFICIENT — .2/t j : - 7.587ACTUAL COMPRESSIVE STRESS OF CMU — f m • (F'S I) : •4%91 V:_ c iY00 , ACTUAL- TENSIONAL STRESS OF REINF. — f s (KSI) : _ 3.06 < 2d.00 COMBINED STRESSES @ WALL: 0.20 . FLT ENGINEERING,; PROJECT : BETTER BUILDERS CONSTRUCTION 5790 CLARK ROAD JOB NO. : 2118 PARADISE, GA DATE_ " . : 7/1992 . Q 16 )' e72-6254 CALCIS BY : FLT- SHEET 2 OF; Zd 10 FOOTING DESIGN: DENSITY OF SOIL (F.'CF) : 100 . DENSITY OF i=ONi=ERTE (PCF): = 15o OVERTURNING RATIO - MIN: 1.5 - MAX- _.5 ALLOW. SOIL BEARING PRESSURE (PSF): 150n0 ` ALLOW. LATERAL BEARING PRESSURE (PSF): "00 17 FRICTION i=OEFFIi=IENT - Fc: 0.35 tFOOT I NGwDEPTH"(q NCHES .-,=- --17 FOOTING --WIDTH °- HEEL-GlNi= HES h: - TOE' ,(rLNCHES AW"_ �c:� FOOTING KEY - W I DTH (I NCHES � . FOOTING KEY - DEPTH (INCHES) : i - BACK TO BASK OF FOOTING (I Ni= H_ E_ S) : 0 TOTAL WIDTH OF FOOTING _VI NC= HES) : 4 OVERTURNING FORCE - Fo (KIP) : 0.25 OVERTURNING MOMENT - Mcg (FT -KIP) : 0.34 TOTAL RESISTING WEIGHT - W (KIP) : 'y 0.91. .•31- RES RESISTING MOMENT - .Mr. (F T -KIP) : 1.10: OVERTURNING RATIO - SF 0.24 � NET MOMENT - Mn (FT -[-...IP):. +' 0-.76 ECCENTRICITY - e (FEET): 0. 17 ECCENTRIC MOMENT - Me (FT -KIP) : 0.15 FOOTING AREA - Af (FT•`'•2) : 2.00 SECTION MODULUS - S (FT'`3) : - 0.67 SOIL PRESSURES -. DL ONLY - SPt C PSF) _ 682. 44 •`:• 1500 - - - SPh C PSF) , 22e:46 'i � SLIDING RESISTING FORTE.- Fr"(KIP): 0.38 > 0.25 X 1.5 = 0.37 FOOTING - TOE: • 4 • ' , EARTH PRESSURE @ TOE - Fv (KIP): 0,49 MAX. -MOMENT @ TOE - Mt ` (FT -k:: I P) : 0.22 AREA REINF. ( IN'''•; )• 9 d'•(IN) SIZE & SPA --------------------------------------------------- (IN) 0. 026 5.75 #4 @ 94 . • _ z ,. _ '. Vii. • ' F..LT ENGINEERING , PROJECT : BETTER BUILDERS CONSTRUCTION 5 790 CLARK ROAD ' JOB NO. . 2118 _ PARADISE, CA DATE . . 7/1992 ( 916) 872-0114'"' ' CAL Y S BY : FLT SHEET ¢ OF- ZO SUBACT : CONC I-MASONF:Y CANTILEVER RETAINING WALL_ ----------------------------------------- WALL DESIGN: ' ALL i_;ALCULATIONS ARE IN UNITS/LN. FT.' GRADE SLOPE RATIO: LEVEL_ -SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (PSF): (y •_ YIELD STRENGTH OF REINF. - Fy (KSI) : 4o ' ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 ULTIMATE COMPRESSIVE STRENGTH OF i :MU '•(PSI) : '1500 " SPECIAL INSPECTION REQUIRED: NO- O-ALLOW. ALLOW.COMPRESSIVE STRESS OF CMU = Fm (PSI):: 250:00 GRAVITY LOAD - DEAD LOAD (KIP) : 0 • -! L-I,VE_LOAD_(•K I a0 - � i OVERALL HEIGHT OF THE WALL - 1-1(FEET): 5. �,33 � �7. OVEF:A=HE I GHT• OF THE SOIL - Hr (F"EET) : TH I l KNESS OF WALL - TOP (INCHES) : 7. 6 •. - ' - BOTTOM (INCHES): 7.6 GROUTED SOLID - WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF): e4 TOTAL EARTH PRESSURE - Fw (KIP.) : 0.33- .SS-MOMENT MOMENT- Mw (FT -k:: I P) : o.51 AREA REINF. (IN'••' ) ' dY (IN) - SIZE SPA (IN) f , ` ---------------------------- 0.065 5. SJ #4 @ 36.9 _ MIN. VERTICAL REINF. - .12 % (IN' 2) : 0.109 MIN. HORIZONTAL REINF. - :Oe %, (IW2) : 0.073 ETNF ARTICAL: bESIi FVI . - 44 @ IG -HORIZONTAL: r- #4 EFFECTIVE RATIO OF REINF. - p: 0 , 0t 2, 3 MODULAR RATIO - n: - 25.8 COEFFICIENT - k:: • 0.292 ., ACTUAL RATIO OF D I STANC&- ,j e- 0. 903 COEFFICIENT - 2/kj t- 7:587 ; ACTUAL COMPRESSIVE STRESS' OF CMU - fm (PSI) : 134.99 <, 250.00 ACTUAL TENSIONAL STRESS OF REINF. - f s (KSI) : 8.44 < 20.00 COMBINED STRESSES @ WALL : . 0, 54 - . - FL T ENG I NEER I NG . PROJECT N . BETTER BUILDERS CONSTRUc=TION , ' 179q CLARK WOAD ' JOB NO : 2118 PARADISE, CA DATE : 7/1992 (916) 872%254 c ALC:S BY : FLT r SHEET - - OF 2c FOOTING DESIGN:_ ----------------- '. r ` DENSITY OF SOIL (PCF): r 1 C)o DENSITY OF c_ ONCERTE (PCF): 150 OVERTURNING RATIO — MINa., 1.5 — MAX: • 2.5 - ALLOW. SOIL BEARING PRESSURE . ( PSF) : A500 ' ALLOW. LATERAL_ BEARING PRESSURE ( PSF) : � 200 FRICTION COEFFICIENT — F c : 0.35 : FOOT I Nca DEF'T'H (I Nc= HES) : FOOT I NG—W-I DTH — HEEL ( INCHES): 18� — TOE ( I NC:HES) : 8 FOOTING KEY — WIDTH (I Nc= HES) : 0 FOOTING E::EY — DEPTH (INCHES) : c i — BACK TO BACK OF FOOTING ( I NC:HES )r: —.j=,,, TOTAL WIDTH OF—FOOTI Nim—('I Nc= HES) : ---., 34 r OVERTURNING FORGE — Fo (KIP) : 0.48 OVERTURNING MOMENT — M� � (FT—KIP) : i � . '31 , • TOTAL RESISTING WEIGHT —.W (KIP) : 1.83 RESISTING MOMENT — Mr (FT—KIP) : OVERTURNING RATIO --SF. 3. 17 NET MOMENT'— Mn (FT—KIP—Q, - 1.98 ECCENTRICITY — e ( FEET) : 0 ,•34 ECCENTRIC MOMENT — Me (FT—KIP) : - 0. 6 FOOTING AREA — A f (FT`2) : ' -2.83 SECTION MODULUS — S (FT"3) : 1.34 SOIL PRESSURES — DL ONLY — SPt ( PSF) : 1108.70 -:: 1500 , — SPh (PSF) : 185.15 )- 0 ` r SLIDING RESISTING FORCE — Fr (KIP) c 0.74 ::> 0.48 X 4.5 0. 7:2 FOOTING — HEEL UNIFORM LOAD L HEEL — Wv (PLF): . •431,85 PRESS. @ TIP . DUE TO GRADE SLOPE — SPq ( PSF) : PRESS. @ FACE OF WALL — SP f C PSF Y: 543.26 • � MAX. MOMENT" @ HEEL.. — Mh (FT—KIP) : - . - 0.: 3 , ,AREA REINF. (IN -''2) Id' (IN) SIZE & SPA` (IN) -- 0.016' 9.'75 #4 @ 146. 3 DESIGN HEEL RE I NF.: -- #4 @ 32 �� ' FLT EWG I NEEP-' I Nia PROJECT : BETTER BUILDERS CONSTRUCTION 57'x{ � C LARK 'I OAD, JOB NO. : 2118 t PARADISE, CA, DATE 7/1992 (916) '872-0254 CAL CY S BY . FLT 5 SHEET 6 ' OF ZD SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL' ------------------------------------------- WALL DESIGN: ------------ ALL CALU_ULATIONS ARE IN UNITS/LN. FT.' ` GRADE SLOPE RATIO: LEVET_ SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (PSF :> a 0 - YIELD STRENGTH OF REINF. — Fy (KSI) : -40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) : 200i ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI) : SPECIAL INSPECTION REQUIRED: NO. ALLOW. COMPRESSIVE STRESS OF CMU — Fm (PSI): 150.06 GRAVITY LOAD — DEAD LOAD (KIP) : � ca — LIVE LOAD (KIP) : 0 _ OVERALL HEIGHT—OF—THE—WW = H (FEET): OVERALLHEIGHT—OF= -THE—SOIL — Hr(FEET): 6 THICKNESS OF WALL — TOP (INCHES): 7.6 -,BOTTOM (INCHES): 7.6 GROUTED SOLID — WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF) : 84 ' TOTAL EARTH PRESSURE — F w (KIP): MOMENT — Mw (FT—KIP): 1.08 •, AREA REINF. (IN"') ' d' (IN) SIZE & SPA (IN) --------- 0.138 5.05 #4 @, 17.-4 MIN. VERTICAL REINF. — .42 % (IN -2) : 0. 1o9 MIN. HORIZONTAL REINF. — .08 % ( IN''"24 0.073. DESIeN—REINF. - VERTICAL: _F-- #4 1, ,8 - HORI7.OT NAI_:' EFFECTIVE RATIO OF REINF. - pg 0.0047 MODULAR RATIO - n: 25.8 ' COEFFICIENT - k: --0.385 ACTUAL RATIO OF DISTANCE - .j : 0.872- „ COEFFICIENT - / V j: - i 5.960 ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI); _� 2'24. 90 <250.00 . ACTUAL TENSIONAL STRESS OF REINF! - f s (KSI) : 9:26 C20.00, COMBINED STRESSES @ WALL:, 0.90 • FLT ENGINEERING PROJECT : BETTER BUILDERS CONSTRUCTION 5790 i_ LARK '1=:OAD. JOB NO. 8 PARAD I SE, ,-CA DATE . 7/1992 ( 916) e72-0254 i_ ALCS BY FLT SHEET 'OF 2fl HEIGHT FROM TOP OF THE WALL - Ham' (FEET) :._ 5.33 HEIGHT FROM TOP OF THE. SOIL - Hr• 2 (FEET): 4.67 THIiKNESS OF WALL = BOTTOM2 (INCHES): 7.6 - GROUTED SOLID - WEIGHT OF GROUT (PCF): .- 135 ' AVERAGE WEIGHT.OF WALL (PSF): -_ 84 - TOTAL EARTH PRESSURE' - Fw2 (K l p:: MOMENT C Hwy - Mw (FT -KIP) : 51 0.51 AREA NEINF. (IO2) ydl (IN') SIZE & SPA (IN) -------------------------------------- , 0. c 165 5.35 #4 C 26.9 DES!".0h.-RE I NF : —VERT Ii :AL :1#4- Cd—llE -- } FOOTING DESIGN: y - --------------- s DENSITY OF SOIL (PCF) : lot) DENSITY OF CONCERTE (PCF): .150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEATING .PRESSURE (PSQ : 4500, r ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: :. 0.35 iTOOT-INGiDEF'TH _-c IN(=HES)!` F OOT I NG W I DTH - HEEL c. I LACHES) : 8` - - TOE (INCHES): 8• FOOTING KEY - WIDTH (INCHES): 0 FOOTING KEY - DEPTH ( INCHES): - BACK TO BACK OF FOOTING (INCHES): ci �OTAlf-WIDTH OF FOOTING (INCHES): 4 - OVERTURNING.FORCE - Fo (KIP): t 0.74 OVERTURNING MOMENT - Mo (FT -KIP): 1.72 TOTAL RESISTING WEIGHT 7_W (KIP) :` 2. 91.. . RESISTING MOMENT - Mr (FT -KIP):. 5.7' OVERTURNING RATIO - SF 3.33 , NET MOMENT - lln (FT -KIP) : �} . �i ECCENTRICITY -- � (FEET): . 46, � ECCENTRIC MOMENT - Me (FT -KIP);- .1.34 -, FOOTING AREA - A f (FTn2 ): 3.67. ' SECTION MODULUS - S (FT`•'3) : 2.24 , SOIL PRESSURES - DL ONLY -• SPt (PSF): 13-90. 4.1 :..1500- - SPh (PSF):. 197.74 > 0 SLIDING RESISTING FORCE 7 Fr (KIP): - 1. 12 :':. 0.74 X 1.5 = 1.10 FLT ENGINEERING PROJECT BETTER BUILDERS CONSTRUCTION TION 5700 CLAROTROADI. JOB 110. . 21. 18 DATE 7/199 2 (916) 7872-0254. C. -ALC S BY : FLT SHEET- d .. OF ?O FOOTING - TOE: ' EARTH PRESSURE @ TOE - Fv (K I F') : 1 .'0 5 MAX. MOMENT @ TOE - Mt AFT-KIPV: 0. 45' AREA REINF. ( IN'' 2) ' d' ( INY SIZE & SPA (IN) r 0. 035 8.75 #4 @ 68. DF_S I GN TOE REINF.: 44 @ 8 • FOOTING - HEEL: _ UNIFORM LOAD @ HEEL - Wv (PLF):- ' JS.: r .::b rti . PRESS. @ TIF' DUE TO GRADE SLOPE-- SPq . (PSF) : i l 0o PRESS. @ FACE OF WALL - SF' f (PSF) : 813,18 MAX. MOMENT @ HEEL - Mh'(FT-KIP): 0.66 AREA REINF. (IN'''2) "d' (IN) SIZE °< SPA (IN) -------------------------------------------------- 0, 046 9.75 #4 @ 52.2 DESIGN HEEL RE -INF.: #4 @ : 3 FLT . ENG I NEEP I Nim PROJECT : BETTER ER BUIL_DERS CONSTRUCTION TION 5790 C L_ARK ROSD ' , JOB NO. 2118 PARADISE, CA DATE, 7/1992 - ( 916) .872-0254,' CALCI S BY : FLT _, - SI -IFFY 9 OF ZO SUBJECT: CONC. MASONRY CANTILEVER BETA I N I Nim' WALL -------- ---------------- -------------- _ WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. , GRADE SLOPE RATIO: LEVET _ . SOIL EQUIVALENT FLUID PRESSURE ( PSF) : 30 SURCHARGE (PSF) : 0 YIELD STRENGTH OF REINF. - Fy (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI) : 1500 , SPECIAL INSPECTION REQUIRED:- NO ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI) : 250. 00 . GRAVITY LOAD - DEAD LOAD (KIP); - LIVE LOAD !KIP):- 0. ' OVEF'OLL HE I SH=T-00--THE-WALL---H.,S FEET L: OVERALL HEIGHT OF . THE SCJ I L -; Hr (: FEET) : 7. ' 3 "e? allICKNESS OF WALL-" TOT' t INCHESA 7,. F V IRQT_TOM.mX_LNCH_ES:y-:GROUTED-SOLID s - WEIGHT OF GROUT (PCF)-.. 135 - AVERAGE WEIGHT OF WALL (PSF) : 1 rJ • � TOTAL EARTH PRESSURE - Fw (KIP) : 0181 MOMENT-- Mw (FT -KIP): AREA REINF. c IN''- ? , d9 ( IN) SIZE & SPA (IN) 0.145 t "D. 29 z,#5 #5 @ 25;7 MIN. VERTICAL REINF. - .12 % (INn2) : 0.167 MIN. HORIZONTAL REINF. —.08 08 % (IN''' ) : 0;111 DESIGNREINF. NF4 - VERJ� I CAL u "#5 , @ IG — Frt , f _ HOF I Z0NTA-L: #� @ !/ .EFFECTIVE RATIO OF REINF. - p: O. (--)Ci2 1 . MODULAR RATIO - n. 25.8 COEFFICIENT.- k:: 0.279, ACTUAL RATIO OF DISTANCE - .j : i_� _9 i7 - COEFFICIENT - :/k: j: 7.915 ACTUAL COMPRESSIVE STRESS OF i :MU - fm (PSI): '180.69 < 250.00 ACTUAL TENSIONAL STRESS OF RE I NF. - . f f (KSI): A2.06,< 20,0 t COMBINED STRESSES @ WALL: R 0. . 72 ' FLT ENGINEERING' PROJECT_. : BE'T'TER BU I L._DERS CONSTRUCTION 579b CLARR `ROAD , JOB. NO. . 2118 PARADISE, • CA, DATE . 1/1992 1916) S72--0254- 7::_--0,._54-CALLrS CALCISBY : FLT SHEET /D OF ZD HEIGHT FROM TOP OF THE WALL - H2 (:FEET:)- 6 HEIGHT F'R011`1 TOE_OF THE_SO I L - Hr 2_ (F.:EETh: ----•0 . SICKNESS OF WALL - EsOTTt7M� �: I Ni= HES) q C� NOOTED SOLID - WEIGHT OF GROUT PCF. ) :,. __7 135 AVERAGE WEIGHT OF WALL ( PSF) : g��- --"` �(�C- -q�/ TOTAL_ EARTH PRESSURE - Fw2 XK I P) : ' " 0.43 ` MOMENT C Hw2 Mw2_ (FT -k:: I P;) : 6.76 AREA REINF. (IN'•'•2) s d' (IN) SIZE & -------------------------------------------------- SPA (IN) 0 • (_)97 5. 35 #4 @ 24.8 DESIGN REINF. - VERTICAL: #4 @ 16 t FOOTING DESIGN: - ------------------ DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): 150 _ OVERTURNING RATIO - HIN: 1.5 , - MAX: 2.5, ALLOW. SOIL BEARING -PRESSURE ( PSF) : ,15� �i0 ALLOW_LATERAL BEARAG Nim PRESSURE A PSF) : _ 200 FRICTION COEFFICIENT . Fc: ' 0.35 • FOOT T N67DEF?TH -fN- Y y.., ..,�.,aw:1 •i,.-, ,.- F,s00T I Ni_ jW I DTH. HEED Q NCHES) • a - - ` O'er - TOE;., f I NCHHESI -r, �e - . � ,FOOTING KEY - W I DTH (I Ni :HES) : FOOTING KEY - DEPTH .( INCHES) : - BQi_ k::: O-BAi= h::_OF EOOT I NG -1,I NCHES) : 0 iTDTAL W I D'T h I OF FOOT T IU�� (I N�=:HES) : --------------- ` 5E OVERTURNING FORCE - Fo <: k:: I. P) : 1 • o4 ' OVERTURNING MOMENT. - Mo (FT -KIP) : 2. 89 ' TOTAL RESISTING WEIGHT - W (KIP) : ' 4. 15 RESISTING MOMENT - Mr (FT -KIP): 10,72 OVERTURNINim RATIO - SF 3.71 , NET MOMENT - i Mn (FT -k:: I P) : _ 7.83 ; ECCENTRICITY - e (FEET): 0. 45 ECCENTRIC MOMENT = Me (FT -KIP) : '-1.86 FOOTING AREA - Af (FTS ) : -4.67 ' SECTION MODULUS - S (FT `'•3) : SOIL PRESSURES - DL ONLY - SPt ( PSF) : 1401.25 < 1506 - SPhi ( PSF) : 377.44 > U SLIDING RESISTING FORCE - Fr (KIP) : 1.55 :> 1.04 X 1.5 = 1.56 FLT ENG I NEER I N . PROJECT T o BETTER BUILDERS CONSTRUCTION.' 5790 CLARK ROAD JOB No. . ;=1 18 PARADISE, `+= A DATE . 7/1992' (91E) 87:2-0254 . �_ ALC "S BY o FLT SF IEET // OF ZD FOOTING — TOE: EARTH PRESSURE C TOE — F (k::I•P? :- 1.49 , w� MAX. MOMENT @ TOE — Mt (FT—KIP): AREA REINF. (IN`2) ld9(IN) SIZE & SPA (IN) - DESTi_ _N� T F:E.INF.: #5 FOOT•I Nim — HEEL: r UNIFORM LOAD @ HEEL — Wv (PLF- )o 505.56 5E PRESS. @ TIP DUE TO GRADE SLOPE — SPg ( PSF) : 0.00 -, PRESS. @ FACE OF WALL — SPf (PSF)e MAX. MOMENT ,@ HEEL_ - MFS (FT—KIP):-" 0.97 AREA REINF. ( IN�2) -------------------------------------------------- v d' (IN) SIZE &. SPA AIN; 0. 068 9. 69 i#5 @ 54.7 /y DES QN�`HEE&-F'E=I�NF..- —##5""—C--'S•� l • S r ' y FLT ENGINEERING PROJECT BETTER BUILDERS CONSTRUCTION . 57.90' (_:LAF:h:: ROAD JOB . NO. . 2118 - PARADISE, - DATE 7/ 199(' x 16) 8i�_'-0254 • CALCIS BY :'FLT' - SHEET IZ OF ZO SUBJECT: CONI::. MASONRY CANTILEVER-RETAINING WALL' ti ---------------------------------------- ;---- WALL DESIGN: ------------ R ALL CALCULATIONS ARE IN UNITS/LN. FT.- 4 t GRADE SLOPE FIAT I 0:. . LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 3o - SURCHARGE (PSF) : i i YIELD STRENGTH OF REINF. — Fy (KSI) : 4c i ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE C F'S I) : - 2000 � ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI) : 1500 , SPECIAL INSPECTION REQUIRED: NO ALLOW. COMPRESSIVE STRESS OF CMU — F'rri (F'S I) : . ' 250.00 GRAVITY LOAD —*DEAD LOAD (KIP)- _ • ` 0 I — LIVE LOAD (KIP): o ✓_ OVERALL HEVHl'OF'TFE'WAL= "cEE T)e 9. ! OCJEFACL HEIGHT' OF THE—SO3•L--Hr-'-(FEE'T )': 7 8-.67 l H I Ck::NF-SS-OF`WALL — TOE' (INCHES)`-. 7.61 ------"= ,BOTTOM (INCHES): s ^� GROUTED SOLID - WEIGHT OF GROUT (PCF): ✓ 135 AVERAGE WEIGHT OF WALL. (PSF) : 133 TOTAL-EARTH PRESSURE - Fw (k I P) : 1.13 MOMENT - Mw (FT-F:: I F') : 3.38 , AREA RE.INF. (IN''''2) 9 d9 (IN) SIZE & SPA (-IN) ------------------------- ------------------ f- tl----v ---- 0. 239 9. 29 1t5 �15 5 ' MIN. VERTICAL F:EINE. '- •. i' % ( IN`-" ) : 0. 167 MIN. HORIZONTAL REINF. - .cab % ( IN' 2) : 0. 111 ' `DESIGN REINF. - VERT_#5_Cd"8— ' OF:I ZONTAL: ' a7111 Z #5 C 3 EFFECTIVE RATIO OF REINF. - p: 0.004 - ' MODULAR RATIO - n: 2t.8 COEFFICIENT - k:: 0.' 36'3 ACTUAL RATIO OF DISTANCE - .j : 0.877 '. COEFFICIENT - 2 / k: j : 6.187 { ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI)v- ,233V72 33.'-7'2 ,' 250.0() - ACTUAL -TENSIONAL STRESS OF REINF. - f s 4 (KS -I.) : - 10.32' .; ,20 . t ier ' COMBINED STRESSES @ WALL: 0.93 93 ' .- ..til _.. -, - , .. • -FLT, ENI I NEER I NG_ PROJECT : DF_.T.TER BUILDERS CONSTRUCTION 5790 CLARK ROAD JOB ' NO . . 2110 PARADISE,- , CA DATE" . 7/1992 (916) 872-0254 1=AL1= 9 S BY : FLT-. SHEET- /3 OF:21; HEIGHT FROM TOP OF, THE WALL - H2 (FEET): E HEI 13HT FROM-10a-OE-T,HE-SOIL-_---Hr-2-(FEE,T.)-: 5. SS STH I CKNESS_OF WAL_ L- - R%TTOM2_AJ N1_;HES 7 e 7. 6 GROUTED SOLID - WEIGHT -0" GF:OUT (F'1= F) : 135 AVERAGE WEIGHT OF WALL (PSF)c 84 TOTAL EARTH PRESSURE - Fw2 (KIP) : 0.43 MOMENT @ Hw2 - Mw' (FT -KIP) :. 0.76 _ AREA F:EINF. (IN"2) 9 d9 (IN) ,. SIZE ,& SNA (IN) -------- 0.097 5.35 #4 @ 24.8 - y DESII�N F:E,IN_F_. - VEF:T.I1_AL: #4 @ 16 �`✓ ' FOOTING DESIGN: --------------- ' DENSITY OF SOIL (PCF): 1 0o DENSITY OF 1_:ON1_ ERTE (F'1_ F) : 150 OVERTURNING RATIO - MIN: 1.5' - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF) : 150o • _ ALLOW. LATERAL BEARING PRESSURE (PSF) : 200 0 _ FRICTION COEFFICIENT - Fc: 0.55 FOOTING DEPTH ( I NC.HES) : _ 1: FOOTING W I•DTHHEEL (INCHES) :. ` --0 54 TOE (;I N1 :HES )_: `•'Y r f 1' FOOTING KEY - WIDTH (INCHES): —0— FOOTING KEY.- DEPTH (INC:HF_S): 0 - BA1= F::,_T.O_BA1_ K OF FOOTING (I-NCHES): 0 TOTALW I DTH , OF FOOTING (:INCHES)., 78,� OVERTURNING FORCE - F o (KIP) : 1.40 OVERTURNING MOMENT - Mo (FT -KIP): 4.52 _ TOTAL RESISTING WEIGHT - W (KIP): 6.79 , RESISTING MOMENT - Mr (FT -KIP) : 25. 39. OVERTURNING RATIO - SF . 5. 0 NET MOMENT - Mn (FT -KIP) : 18.87. - - ECCENTRICITY -. e (FEET): 0 47 r . Y ECCENTRIC MOMENT - Me • (FT -k:: I F') : `- T 5. 19 . FOOTING AREA - Af (FT"2) :: E. 50 "• SECTION MODULUS - S (FT"3:> : _ 7.04 . SOIL PRESSURES - DL ONLY - SPt (PSF) : 1496.94 < 1500 - SPh (PSF) : 5'31. 65 >'o SLIDING RESISTING FORCE - Fr (KIP) : 2148 > 1.40 X 1.5 = 2.10 FLT ENGINEERING PROJECT : BETTER BUILDERS CONSTRUCTION 5790 CLARK ROAD JOB NO.. . 211.8 PARADISE v - i:::A DATE 7/ 1992 C'31IFi 87'y = D2 �4 f.. GALC S BY FLT,: _ r.. r SHEET /,4' OF ZD FOOTING - TOE: , EARTH PRESSURE @ TOE = FV (KIP): MAX. MOMENT @ TOE - Mt (FT"KIP) : 0.98 U AREA REINF. CIN``2) 9d' (IN) :SIZE & SPA CIN:) ------------- ---- ---------- -----__.-.--.--- 74 " 0.077 B. 6'D #5 48. J DESIGN TOE REINF.: #5 @ 8 L FOOTING - HEEL:. UNIFORM -LOAD L HEEL - Wv (PLF A:425. JJ PRESS. @ TIF DUE TO GRADE SLOPE - APg C PSF) : 0.00 �i ) PRESS. @ FACE OF WALL - SP f (PSF) : 649.95 MAX. MOMENT @ HEEL - - Mh (..FT -KIP): _ - 1.95 AREA REINF. I IN"') s d' ( IN) SIZE & SPA (IN) 0.137 9.69 #S @ 27.1 DESIGN HEEL F'EINF.: � - #5 d 16 �� FLT ENGINEERING PROJECT, : BETTER BU I L_DERS` CONSTRUCT I ON 57`:.ii y GLAfm K ROAD JOB NO. . 2118 •PARADISE, CA DATE . 7/.1992 (916) S72 -025T CAL: v S BY : FLTSHEET /•� OF 2d SUBJECT: CONC . MASONRY CANTILEVER RETAINING WALL WALL DESIGN: ' ALL CALCULATIONS ARE IN UNITS/LNZ FT. _ wy GRADE SLOPE RATIO:. LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF) : 30. SURCHARGE (PSF) : C) , •YIELD STRENGTH OF REINF. - Fy (KSI) : 4-0 a ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) : 2000 0 ' ULTIMATE COMgRESS I VE; STREN?TH OF CMU (PST) : ' i500 a SPECIAL INSPECTION REQUIRED: NO ALLOW. COMPRESSIVE STRESS OF CMU _ Fm (F'S I) : 250.00 GRAVITY LOAD — DEAD LOAD (KIP): ci – LIVE LOAD C I F_),: c_� ✓'_. OVERALL_ HEIGHT OF THE WALL =' fel °(FFEE TO :' 1`i~`3 dg;a, r OVERALLl–IEIi�I`IT,OF_T,HESOIIL H =��.(-EET )w� 10 7 67�'"� rTHIi KNLSS OF WALL OF fly li HES )� o � V �,;;.� �� � 776_`77 . — BOTTOM: (I Ni :HES ). e " 1 : F -- GROUTED SOLID — WE I d f FAROUT (PCF): 155 AVERAGE WEIGHT OF WALL CPSF): 133 TOTAL EARTH PRESSURE — Fw (KIF;):. 1.71 MOMENT — Mw (:FT—[:::IF':)-. 6.07 AREA REINF.' (IN� 2i - WON) SIZE & SPA (IN) -- -- (i.51 18.29 #5 @ 11.9 , MIN. VERTICAL REINF. - .12 % (:IN -*'-2) : 0.225 MIN. HORIZONTAL REINF. - . Oe % (IN -2) :,' ' 0.150-,- .150-,- -1k, ----------- ES ES I GN REINF. — VERTICAL:,:_ #51 - HOF:I -Z0N fAL: #5 @.,...24 '. EFFECTIVE RATIO OF REINF. - p: O.(1029 • MODULAR RATIO - n: , .25,.8 . COEFFICIENT o.32o , ACTUAL RATIO OF D i STANCE - ,j : 0. 893 z - COEFFICIENT -' '�/k: ,j: 7.0(.-)o ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI)g240.82 < 250.00. ACTUAL TENSIONAL STRESS OF REINF. - f s (KSI) : '13.20 <; 20.00 COMBINED STRESSES @ WALL-: 0.196 FLT ENi I NEER I N6 ' PROJECT : BETTER SSU I L_DEF'S CONSTRUCTION' 5790 CLAIT K ROAW JOB NO. . 2 1 18 PARADISE,. CA, DATE : 7/1992 ( 916) 872-0254 CALCIS BY : FLT SHEET /9' OF zW r HEIGHT FROM TOP OF THE WALL - H2 ( FEET) : 8.67 HEIGHT FROM TOP OF THE SOIL - Hr's (FEET)0 8 ; THICKNESS OF WALL - DOTTOM2 (INCHES): � /1: 6 . GROUTED SOLID - WEIGHT OF GROUT ( PCF) : • ' _ 135 r AVERAGE WEIGHT OF ,WALL (PSF) :' 84 TOTAL .EARTH PRESSURE— - Fw2 (KIP) : • 0.96 ` MOMENT C Hw2 -' Mw.' (FT -KIP): f. 2:56 ; AREA F:E:INF. (IN'2) 'd9(IN) SIZE YSPO (IN) ` 0. 330 5. 29 #k5 @ 11.3 r _ ', DESIi�N F:ETNF. - VEF:TI�AL-: #5.,,�@: 8#r -✓ �, HEIGHT FROM TOP OF THE WALL - H3 (FEET):` 6 HEIGHT FROM TOP OF THE SOIL - Hr 3 (FEET): • 5.33. THICKNESS OF WALL - BOTTOM3 (INi=HES): 7.6 GROUTED SOLID - WEIGHT OF GROUT ( PCF) : 1350 AVERAGE WEIGHT OF WALL (PSF) : 84 TOTAL EARTH PRESSURE - Fw3 (K I P) v -0i , 43 - MOMENT @ Hw3 - Mw3 (FT --K I F') : -• 0. 76 AREA F:EINF. ( IN -2) ' d 9 (IN) SIZE & SPA ( IN) 0. o97 5.35 #4 @' 24.8 DESIi�N•-�:E:INF_,_ .=_�VE��'TIGAL �,#� @..:;�1.6u ✓ � • -• . FOOT I NIj DESIGN: , ---------------- DENSITY OF SOIL ( PCF-) : icj 100 ' DENSITY OF COM_ EF:TE (PCF): 150 OVERTURNING RATIO - MIN-. 1.5 � - MAX: 2.5 ALLOW.. SOIL BEARING PRESSURE (PSF) : 1500 ALLOW. LATERAL BEARING PRESSURE (PSF) : 200' r ' FRICTION COEFFICIENT - Fc: 0.35 . FLT ENGINEERING, PROJECT e BETTER BUILDERS CONSTRUCTION 5790 CLARK ROAD JOB NO. . 21. 1: 8 PARADISE,-. CA' DATE- . 711992 (916) -872-0254, r ALi= v S, BY. o FL -'1 - SHEET. /% OF 20 FOOTING DEPTH ( I Ni= HES) e A2 _ FOOTING -WIDTH — HEEL (INCHES): 68 — TOE (INCHES). 18 FOOTING KEY — WIDTH (INCHES)a c i FOOTING KEY — DEPTH (INCHES)s' t i — BACK TO BACK OF FOOTING (I_ Ni=HES) : 0 _ • TOTAL_ WIDTH. OF F00"f`I IV�� ,�: I Ni :HES) : 1 c_r2, , , ___._ OVERTURNING FORCE — Fo (KIP) : 2.04 `. OVERTURNING MOMENT — Mo (FT—KIP): =7.95 TOTAL_ RESISTING WEIGHT — W (KIP): 10.04 , RESISTING MOMENT - Mr (FT -KIP): 46178 OVERTURNING RATIO - SF � 5.89 NET MOMENT - Mn (FT -KIP): 38.83'• A ECCENTRICITY ITY - e (FEET): 0.38 . ECCENTRIC MOMENT - Mi (FT -KIP): - 3.e3 FOOTING AREA - A f ' (FT''''3) : 8.50 ' SECTION MODULUS - S (FT"3) a • 12.04 SOIL PRESSURES - DL ONLY - SPt (PSF) o . 1498.42 < 150o - SPh (PSF) : Z 863.07 > 0 SLIDING RESISTING FORCE - Fr , (K I P) e. 3.61 :' 2-04 X 1.5 = 3:06 FOOTING - TOE- OEoEARTH EARTHPRESSURE -@ TOE - Fv (k:: I P) e ' - 2.39 ' MAX. MOMENT @ TOE - Mt'(FT-KIP): 2,0r AREA REINF: (IN` 2) . 9 d' ( IPJ) SIZE & SPA (IN) o. 1.5'3 .8. 69 #5 ------- @ ._' . 4 41]CS I 13N TOE '�:E I NF .: 15 , C 8 FOOTING — HEEL: ' UNIFORM LOAD @ HEEL — Wv (PLF)e •3.53.93 PRESS. @ TIP DUE_ TO GRADE SLOPE'— SPg (PSF) :. 0.00 PRESS. @ FACE OF WALL — SP f (PSF) e '•436.03 MAX. MOMENT @ HEEL— Mh (FT—KIP): 3.:21 AREA REINF. (IN�2) 9d9 (IN) - SIZE ------------- & SFA: (IN) o.226 9.6'9 #5 @ 16.4 rDES I GN HEEL F;E II NF.e` _#5 8— J ov ...../74- .. .... CATs ... 9.'Z._. SU3JEGT._(�././..U.... CA/VTIL SHE ET NO....2./ .... OF....L..O _. .EY ...................og7E...................__ ReTA/M/�/G__W.4L.G. �-�Tfi�L...F✓ JOB . BATT ,8 v/� o�.eS COI/S7, 0,2OY/LLE. C,4, �¢ c� 32 0. c. ✓�/ HO�eiz,� TYP -� 4*4 a x a.c, Ve7P7'.,, TYP. 8- a �i SEE CONT Q�pf ESS uj NO. 4 m D� ! to ERo"MeR7Y L/NE Jl Cl �Q {S/HEieF OCCU�PS 9TFOf CAt��p�� Z- Z - 2 / L 1iEL QO EAiPTH F/GL , � ✓ " y e, /6 o.C. e w-41-1- .4,B 7, /or B.C, v' G�ADF S f 3NT¢ 11re /f/ LG e. a uCLEA� . � � -. - � • • vq 2 oEl �' � 3 CG FAe d CONT CONC, ATG. 8 2 C N T, U TYP, -j #�4GG .4. W,441 -B.✓ _.3 _ . 3 -8 W,44,1- ALL T S, NOTES : /, /1.4TE, e mz. DFS/G.v C.P/TFie/.q P�,e s v�ET /. 2. ALG Cc=LGS Sf/•4GG 8E GrPDUTE.D SOG/O, 3, GAP AG G ¢O a4R D/A. Ori -f. c 5790 CLARK RD., PARADISE, C IMEN 6872-02 4 A a........1�GT.......4�-. ....f92.. sueJEcT...C�U.....CA/t/T/LEVE.2E1� ...... s;; Nt�._..�.�..... JF.../ZQ..... :HYC. a r .... _.... _........ DATE ..................... R�T,Q/.i</G.... 14GG J>ET.¢lL.....Ft�ie Boa Na. ...... ...... 2//8............._.... BU/GOF•PS CO/C/ST., fT &P 3e O.G. 11OR12', TYP. A /yOR/L� TyP cover, /%r'xery — SEE //OTE 7*4 'N.4TUlle"4G GR'4A' 3 'C' 4C6AR /2 a TYP. ��eoPF,e/-y 4 /,vF 6SiHERE OCC URS ^//V/Shy GR�fDE - 4evee. 04 r P &W-4. qF "5 co L 2 - #g C,ONT,, TYf' CO//T. COit/C FTG, C C C " e X/.41.4 er, O d. NJ M 2 SCGR 3 - f Corer, C AD. CANT/L 4ff1/C-�C-19 RATA- 1111X/G ` AL' L N,TS. N r*+ No. 4 m W �p s� ci qlF OF CAL\F�� NOTES : /, /l.4 TER/, 1- f Desk/l ahelre cm I=e c 2. "4CG CELLS Sh/44L ,8E G�UTE� SOGiv, .eel V,=, 5¢0 HOG FS DSP e OFFP v, -FP SLOTS 5790 C[F LL� , PARADISE, (w6)872-0 ` E= -K --- /L/ CA-= ... SU6JECT '7 V .. �/�.0P...... s�E-7 %0._. _........... DA __ __ R�TA(•V/�t/G....IY•4C G SFT.¢ L ...��e / ��s r+o.................................__ ...... BETTE,2 B!//GDE�S CONST. , OROY/LCA 1�1.eoPE/err G 111E why/ RE L EyEL 3 �CGe`AR, L e 8 c0//T• c0//C. FooT/NG ,6i ca ,.a - A¢ CO/t/r, CA WYZ 4ffve/eeo oerT,41NrtiS MA -t6 cl� N. T S. F OF CALIF° NOT(FS : /, "fArcR/AL fo' PFi< SHEL7- /. 2..4 G G CELLS 5f/.4LG 36 G.POfJrc-,-1 SOG/D. 3, G.4P AGG .eE/NF. 40 3.4R G/.4. 0•4�' 2¢''iyjN, '¢. / N¢ fs�FEP HOG FS O.P 2 "�EFP f✓EFP SLGTS � 6 � O o, c . 5790 CFRLT MO , PISMOME69 (H6�72-02 �` � Z .' #S e 32 0• c. � /6 ��X S �'X/(� COC • l3Cac�c ' /6 � W/TH � tare / FaA � C #S � mo/Z/� • �4fr�2 . a 2-f o.c. HOOP/Z._ Q► co,vr,, /fr '.CFy S Ee /t/ore0. c . 4k /NATURAL- S & 0.40 , 3 �CGe`AR, L e 8 c0//T• c0//C. FooT/NG ,6i ca ,.a - A¢ CO/t/r, CA WYZ 4ffve/eeo oerT,41NrtiS MA -t6 cl� N. T S. F OF CALIF° NOT(FS : /, "fArcR/AL fo' PFi< SHEL7- /. 2..4 G G CELLS 5f/.4LG 36 G.POfJrc-,-1 SOG/D. 3, G.4P AGG .eE/NF. 40 3.4R G/.4. 0•4�' 2¢''iyjN, '¢. / N¢ fs�FEP HOG FS O.P 2 "�EFP f✓EFP SLGTS � 6 � O o, c . 5790 CFRLT MO , PISMOME69 (H6�72-02 �` S T F: U i_ T U F' A L 1 A L i_ U L A T I O N S F 0 R . 8vlcCQ vn,rr 4o ARTMEN . TYF' I CAL RES I DENT I AL FOUNDAT'l GNSo� BETTER BUILDERS i_:ONSTF'Ui--:TION 5263 ROYAL OAKS DRIVE OF,'OV I LLE, CA 9596E CALCULATIONS ARE IN COMPLIANCE WITH THE 1988 EDITION OF THE UB S I GNED DATE FRAN1; L TYUI:;OS,?—.CE -- --�--- F L T ENGINEERING 5790 i_ LARk,' ROAD PARADISE, CA 95969 ('DIE:) e72-0254 FLT ENGINEERING SUBJECT: TYPICAL RESIDENTIAL FOUNDATIONS 5790 CLARK ROAD BY: FLT DATE: 8/90 JOB NO.: 0721 PARADISE, CA PROJECT: SETTEE: BUILDERS CONSTRUCTION SHEET 1 OF 16 3263 ROYAL OAKS DRIVE, OROVILLE, CA 95966 STUD WALL, FLOOR & ROOF ARE SUPPORTED BY CONC. RETAINING -SEAS: I NG WALL FOUNDATIONS. CONCRETE WALLS ARE SUPPORTED C TOE' BY CONCRETE RETE SLAB AND AT THE BOTTOM BY A CONTINUOUS FOOTING. CODE 1988 UBC SUPERIMPOSED LOADS: MIN. DL = .0I0 x (3+8) _ .11 k:/1 MAX. LL = .016 x 17 + .010 , x (17-3) + .010 x 17 + .005 x 8 + .050 x 6 = .92 k/1 LOADING PER ABOVE IS CRITICAL FOR BOTH - BEARING (INCLUDES DL+LL AND SLIDING RESISTANCE (MIN. DL ONLY), MAX. LL - ROOF LL + ADD'L LIGHT ROOF DL + ADD'L HEAVY ROOF DL + ADD'L WALL DL + FLOOR DL+LL SURCHARGE OF 2000# WHEEL LOAD C APPROX. 3' FROM WALL - .0/6"22 = .056 k::SF -- 1' BURGH. CALCIS S PROVIDED FOR: 6" THICK: A. 41-0" HIGH - SHEETS 5 T .B. C. 6'-0" 8`0" i" HIGH HIGH - SHEETS - SHEETS 4 & 5 6 & 7 B" THIi_K: D. 8'-0" HIGH - -SHEETS 8 & 9 E. 10'-0" HIGH - SHEETS 10 & 11 F. 121-0" HIGH - SHEETS 12 & 13 CONST. DETAILS - SHEETS 14, 15 & 16. MATERIALS: CONCRETE - ULTIMATE COMPRESS. STRENGTH - fyc = 2000 PSI C 28 DAYS, REINFORCING - ASTM A615, GRADE 40, WELDED WIRE MESH - ASTM A185, 6x6 - W1.4 x W1.4 (10/10), ALLOWABLE SOIL BEARING PRESSURE - 1500 PSF, ALLOWABLE LATERAL BOO. PRESSURE - 200 PSI PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0721 DATE : 8/1990 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL ________-________________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 2 OF ' �� ^p GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH Or CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fhr'(KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF 10' SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) --------------------------------------------------- 0.029 3.75 #4 @ 81.4 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - VE . - HORIZONTAL: COMBINED STRESSES @ WALL ' 0.11 0.92 4 4.67 6 1.46 0.33 0.13 0.20 2.24 0.16 0.108 0.180 0.10 < 1,0 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0721 DATE : 8/1990 ' CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT — Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING — WIDTH (INCHES): — DEPTH (INCHES): 100 150 1500 200 0.35 1500 12.17 1.00 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 2 OF //< DESIGN FOOTING — WIDTH — DEPTH (INCHES): 6.00 TOTAL GRAVITY LOAD — Pv (KIP): 1.52 INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE — Q (PSF): 1522 < 1500'-- /9`��. SLIDING RESISTANCE — Fr (AP): SLAB REINFORCEMENT: ------------------- REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. {IN^2/LF): ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): 0.31 > 0.20 4 8.65 4 4 7.27 0.029 24 8.78 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0721 DATE : 8/1990 CALCIS BY : FLT SUBJECT: CONCRETE RETE RETAININig •- BEARING WALL --------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET 11 OF A GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE ( PSI") : 3o SURCHARGE (FEET): 000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (FIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr- (FEET): THICKNESS OF WALL - T (INCHES): COEFFICIENT - a: TOTAL EARTH PRESSURE - 1= h r ' (KIP) : REACTION C TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIA HEIGHT OF 101 �' SHEAR - Ho I FEET) : MOMENT - Mw (FT -KIP): AREA REINF. (IN�2) ' d' (IN) SIZE & SPA (IN) --------------------------------------------------- 0.09 3.75 #4 @ 26.2 MIN. VERTICAL REINF. - .15 % (IN"22) : MIN. HORIZONTAL REINF. - .25 % (IN"2): DESIGN RE'INF. - VERTIi:AL: 04 @ 24 - HORI"ZONTAL: 44 @ 13 COMBINED STRESSES @ WALL 0.11 0.92 6 6.67 6 1.46 0.67 0.25 0.4 3. 39 0.5o 0. 108 0.160 0.26 < 1.0 0 PROJECT : BETTER BUILDERS CONSTRUCTION :TION JOB NO. : 0721 DATE : e/1990 CALCIS BY : FLT FOOTING DESIGN: ----------------- DENSITY OF SOIL (PCF): DENSITY OF CONI_ ERTE (PCF): ALLOW. SOIL BEARING PRESSURE C PSF 7 : ALLOW. LATERAL BEARING PRESSURE (PSF) : FRIi=TION COEFFICIENT - Fc: BEARING PRESSURE REDUCTION (PSF) : NET. ALLOW. BEARING PRESSURE CPSF?: PRELIM. FOOTING - WIDTH CINCHES): - DEPTH CINCHES): 100 150 1500 2.00 0.35 1.500 13.77 6.22 FLT ENGINEERING 57:0 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET S OF /6 DESIGN FOOTING - WIDTH CINCHES) : 15.0) - DEPTH CINCHES): 1.4.i0 TOTAL GRAVITY LOAD - Pv C K I P J : 1.95 INCREASE OF ALLOW. SOIL PRESSURE (%): ACTUAL SOIL PRESSURE - 0 (PSF) : 155' 155 0 SLIDING RESISTANi=E - Fr (KIP) : SLAB REINFORCEMENT: --------------------- REINF @ TOP OF WALL (BAF: #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET) : SLAB THICKNESS CINCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB RE I NF . (IN` 2/LF): ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): 0.63 > 0.42 4 6.21 4 4 14.13 0.02 4 17.05 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0721. DATE : s/1990 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL WALT_ DESIGN: -------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE: (PSF) : 30 SURC=HARGE (FEET): 2 ii0 WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP:) - LIVE LOAD (K:IP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): COEFFIi=IENT - a : TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL.- Rb (KIP): HEIGHT OF 10' ►' SHEAF: - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN'2) 'd'(IN) SIZE & SPA (IN) ------------------------------------------------ 0.208 3.75 #4 @ 11.5 MIN. VERTIi=AL REINF. - .15 % (IN"2) : MIN. HORIZONTAL REINF. -- .25 % (IN"2) : DESIGN REINF. - VERTIi=AL: #4 @ 10 - HORIZONTAL: #4 @ 13 C=OMBINED STRESSES @ WALL FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (91 E ) 872-0254 SHEET 67 OF /6 0.11 0.92 8 8.67 E 1.4E 1.13 0.41 0.72 4.54 1.14 0.108 0. 180 0.57 •. 1.0 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0721 DATE : 8/1990 CALCIS DY-: FLT FOOTING DESIGN: ---------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: BEARING PRESSURE REDUCTION (PSF); NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING - WIDTH (INCHES): - DEPTH (INCHES): 100 150 1500 `200 0.35 0 1500 15.37 15.66 DESIGN FOOTING - WIDTH - DEPT TOTAL GRAVITY LOAD - Pv (KIP): 2.44- INCREASE .44INCREASE OF ALLOW. SOIL PRESSURE (%): 13.3 ACTUAL SOIL PRESSURE - Q (PSF): 1626 < 1700 SLIDING RESISTANCE - Fr (KIP): 1.09 > 0.72 SLAB REINFORCEMENT: REINF @ TOP OF WALL (BAR #): 4 MAX. HORIZONTAL SPAN OF WALL (FEET): 4.84 DESIGN HORIZONTAL SPAN (FEET): 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIRED (FEET): 23.28 DESIGN AREA OF SLAB REINF. (IN^2/LF): 0.029 ALLOW. TENSILE STRESS OF REINF, (KSI): 24 LENGTH OF -DOWELS (INCHES): 28.09 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ' (916) 872-0254 SHEET ~7 OF 1/1� PROJECT T : BETTER BUILDERS CONSTRUCTION JOB NO. : 0721 DATE : 8/ 199c) CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVET_ SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2 00 WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI) : 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) : 2000 GRAVITY LOAD — DEAD LOAD (KIP') 0.11 — LIVE LOAD (KIP') 0.9 OVERALL HEIGHT OF THE WALL - Hw (FEET): 8 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 8.67 THICKNESS OF WALL -- T (INCHES): 8 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fh r ' (KIP) : 1.13 REACTION @ TOP OF WALL_ - A (KIP) : 0.41 REACTION @ BOTTOM OF WALL - Rb (KIP) : 0.72 HEIGHT OF 101 1 SHEAF' — Ho (FEET): 4.54 MOMENT — Mw (FT—KIP); 1.14 AREA REINF. QN• 2) 'd9 QN) SIZE & SPA c: IN) ------------------------------------------------ 0.137 5.69 #5 @ 27.1 MIN. VERTICAL REINF. — .15 % (IN` 2) : 0.144 MIN. HORIZONTAL REINF. — .25 % (IN"2) : 0.240 DESIGN REINF. — VERTIC:AL: #5 @ 24 — HORIZONTAL: #5 @ 16 FLT -ENGINEERING 5790 CLARK ROAD PARADISE, CA (916 ) 872-0254 SHEET 4 OF A,6 i_OMBINED STRESSES @ WALL I 0.2E < 1.0 w PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0721 DATE : 8/1990 CALCIS BY : FLT FOOTING DESIGN: DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT — Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING — WIDTH (INCHES): — DEPTH (INCHES): 100 150 1500 200 0.35 1500 16.97 12.97 DESIGN FOOTING — WIDTH (INCHES): 18.00 — DEPT TOTAL GRAVITY LOAD — Pv (KIP): 2.57� INCREASE OF ALLOW, SOIL PRESSURE (%): 13.3 ACTUAL SOIL PRESSURE — 0 (PSF): 1711 < 1700 SLIDING RESISTANCE — Fr (KIP): SLAB REINFORCEMENT: -------------------- REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (IN^2/LF): ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): 1.13 > 0.72 4 6.11 4 4 23.28 0.029 24 28.09| FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0721 DATE : 8/1990 CALC'S BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) 0.11 - LIVE LOAD (KIP) 0.92 OVERALL HEIGHT OF THE WALL - Hw (FEET): 10 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 10.67 THICKNESS OF WALL - T (INCHES): 8 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fhr (KIP): 1.71 REACTION @ TOP OF WALL - Rt (KIP): 0.61 REACTION @ BOTTOM OF WALL - Rb (KIP): 1.10 HEIGHT OF 10' SHEAR - Ho.{FEET): 5.69 MOMENT - Mw (FT -KIP): 2.17 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ' 0.260 5.69 #5 @ 14.3 MIN. VERTICAL REINF. - .15 % (IN^2): 0.144 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.240 DESIGN REINF. - VER - HORIZONTAL: COMBINED STRESSES @ WALL ` | 0.47 < 1.0 5 PROJECT . BETTER BUILDERS CONSTRUCTION JOB NO. : 0721 DATE : 8/1990 CALCIS BY : FLT FOOTING DESIGN: ---------------- DENSITY OF SOIL (PCF): DENSITY OF C:ONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF) : ALLOW. LATERAL BEARING PRESSURE (PSF) : I•-RICTION COEFFICIENT - Fc: BEARING PRESSURE REDUCTION (PSF) : NET. ALLOW. BEARING PRESSURE (PSF•) : PRELIM. FOOTING - WIDTH (INCHES): - DEPTH (INCHES): 100 150 1500 200 0.35 1500 18.97 1.47 DESIGN FOOTING - WIDTH (INCHEf_): 24.00 DEPTH (INCHES) : 24.0(-') TOTAL GRAVITY LOAD - Pv (KIP) : 3.34 INCREASE OF ALLOW. SOIL PRESSURE (%): 20.0 ACTUAL SOIL PRESSURE - 0 (PSF) : 1671 < 180o SLIDING RESISTANCE - Fr (KIP) : SLAB REINFORCEMENT: --------------------- REINF @ TOP OF WALL (BAF: #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (IN'• 2/LF) : ALLOW. TENSILE STRESS OF RE I•NF . (KSI): LENGTH OF DOWELS (INCHES): 1.65 :> 1.10 4 5.00 4 4 34.71 0.0 29 4 41.89 FLT ENGINEERING 5790 CLARK: ROAD PARADISE, CA ( 916) 872-0254 SHEET // OF ja PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0721 DATE : 8/1990 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING — BEARING WALL --------------------------------- WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (91 G) 872-0254 SHEET 1Z OF IC GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF ): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 4i 'ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): a=c: 0 0 GRAVITY LOAD — DEAD LOAD CKIPj — LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL — Hw (FEET): OVERALL HEIGHT OF THE SOIL — Hr (FEET): THIi_KNESS OF WALL — T (INCHES): COEFFICIENT — a : TOTAL EARTH PRESSURE — Fhf (KIP): REACTION @ TOP OF WALL -- Rt (KIP): REACTION @ BOTTOM OF WALL — Rb (KIP): HEIGHT OF 101 SHEAF: — I-10 . ( FEET) : MOMENT — Mw (FT—KIP) AREA REINF. (IN''2) 'd'(IN) SIZE & SPA (IN) ------------------------------------------------- 0.442 44'2 5.69 #5 @ e.399999 MIN. VERTICAL REINF. — .15 % CIN"2 i : MIN. HORIZONTAL REINF. — .25 % (IN'' 2) : DESIGN REINF. — VERTICAL: #5 @ 8 — HORIZONTAL: #5 @ 16 COMBINED STRESSES @ WALL 0.11 0.92 12 12.67 8 1.46 2.41 0.85 1.5E 6.85 3.68 0.144 0. 240 0.78 < 1.ci /1� PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0721 DATE : 8/1990 CALCIS BY : FLT FOOTING DESIGN: DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT — Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING — WIDTH (INCHES): — DEPTH (INCHES): 100 150 1500 0.35 0 1500 20,97 42.08 DESIGN FOOTING — WIDTH — DEPTH (INCHES): 30.00 TOTAL GRAVITY LOAD — Pv (KIP): 3.82| INCREASE OF ALLOW. SOIL PRESSURE (%): 30.0 ACTUAL SOIL PRESSURE — Q (PSF): 1912 < 1950 SLIDING RESISTANCE — Fr (KIP): SLAB REINFORCEMENT: ------------------- REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (IN^2/LF): ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 2.27 > 1.56 ~— pjf. 5 5.21 4 4 48,43 0.029 24 58.45 BY... GT DATE 8190 sue��._- .T..�.4L.. �2�5/OEi.¢L SHEET No. /'� of �6 . r:• ��-�.... cow,c. '=oVA "fr/o&s jos pro. 0721 _ BATTER ,Bv/GO�ieS CONST. , OROY/GG (5, C,4 - N, to) .4. N,to) L', .� v W. Y,4.4j!'/ES - SEE 1=4.4.t/S I,Sa:e �►' 4 PTc�i, NJ IN, � • ��ro i i I o iyAx. A� I TYP • i , I •Ll �1�zNJ, � �p �:F44 q� oQRpFZsslo'y9� N 434 J'f C �IFOF CA1.�E0� ��Z3/9Z F L cT IRMO MER -OM 5790 CLARK RD., PARADISE, CA.. 95969 (916) 872-0254 43 v v moo. o W. Y,4.4j!'/ES - SEE 1=4.4.t/S I,Sa:e �►' 4 PTc�i, NJ IN, � • ��ro i i I o iyAx. A� I TYP • i , I •Ll �1�zNJ, � �p �:F44 q� oQRpFZsslo'y9� N 434 J'f C �IFOF CA1.�E0� ��Z3/9Z F L cT IRMO MER -OM 5790 CLARK RD., PARADISE, CA.. 95969 (916) 872-0254 SY �GT GATE .:8/9� SU BJ�GT ..TY/• �C/�L /P�S/DFi�+�G. SHEET NO, /S. OF COA10. FOV1,1ZXT/DNS -•��� jos No. 072/... . SE'TT"Fi2 �3U/L DE.eS CONST. OHO Ii�LL E C.4 , CL bPjj , IL q to 45v lu Q� "OZ) AlCoi cjIL ( W) � �')� . N W o ! r ef �a y Slb Qj tj" k , Q� f f.ssio,y me 0 9� Q a j���, ��yG�o Ey.1 Q. v_ 4 No. 32434 a 6 lf/ti/. /V e W sl9l. CIV- OC\E Of CAI�F� .5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 0 N STRUCTURAL CALCULA' I`NS FOR -'`"" A: �� CONCRETE MAS . PROPERTY LINE RETAIN�I�M���WD BETTER BUILDERS CONSTRUCTION 5263 ROYAL OAKS DRIVE 'OROVILLE, CA 95966 CALCULATIONS ARE IN COMPLIANCE WITH THE 1988 EDITION OF THE UBC ' ' . S�GNED z_________ DATE FRANK L. TYUKOS, RCE 32434 ^ F L T ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 (916) 872-0254 FLT ENGINEERING SUBJECT: CMU CANTILEVER RETAINING WALLS 5750 CLARK ROAD PARADISE, CA BY: FLT DATE: 7/90 JOB NO.: 0407-5 ' PROJECT: BETTER BUILDERS CONSTRUCTION SHEET 1 OF 16 5263*ROYAL OAKS DRIVE, OROVILLE, CA 95966 DE5I6N_CRITERIA FREE STANDING CONCRETE MASONRY PROPERTY LINE RETAINING WALLS WITH LEVEL BACKFILL. CODE 1988 UBC SUPERIMPOSED LOADS: NONE CALCIS PROVIDED FOR: A. 41-0" HIGH WALL SHEETS 21 3 B. 51-4" HIGH WALL — SHEETS 4 & 5 C. 61-8" HIGH WALL — SHEETS 6,7 & 8 D. 81-0" HIGH WALL — SHEETS 9,10 & 11 E. 9'-4"'HIHG WALL — SHEETS 12, 13 & 14 CONSTRUCTION DETAILS — SHEETS 15 & 16 MATERIALS: CONCRETE — ULTIMATE COMPRESS. STRENGTH — f'c = 2000 PSI @ 28 DAYS, CMU — ULTIMATE COMPRESSIVE STRENGTH — f'm = 1500 PSI, GROUTED SOLID, NO INSPECTION REQUIRED, REINFORCING — ASTM A615, GRADE 40, ALLOWABLE SOIL BEARING PRESSURE — 1500 PSF, ALLOWABLE LATERAL BRG. PRESSURE — 200 PSF, PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0407 - DATE . 7/1990 CALCIS BY : FLT SUBJECT: i_ ONS::. MASONRY CANTILEVER RETAINING WALL --------------------------------------- WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/ LN. FT. FLT E:Q I NEER I Ni_:; 5790 CLARK ROAD PARADISE, CA (9161 872-0254- SIIEET Z or= j.4* GRADE SLOPE RATIO: LEVE=L SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (PSF) : 0 YIELD STRENGTH OF REINF. - Fy C KS I) : 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ._0i 0 ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): 1500 SPECIAL INSPECTION REQUIRED; NO ALLOW. COMPRESSIVE STRESS OF CMU - Frig (PSI): 250. [ it i GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP) : 0 OVERALL HEIGHT OF THE WALL - H (FEET): 4 OVERALL HEIGHT OF THE SOIL. - Hr (FEET): 3.33 mmw= THICKNESS OF WALL - TOP (INCHES): 7.E - BOTTOA (INCHES): 7.6 GROUTED SOLID - WEIGHT OF GROUT (PCF): 13 a AVERAGE WEIGHT OF WALT_ (PSF) : 84 TOTAL EARTH PRESSURE - Fw (KIP): i � . 17 MOMENT - Mw (FT -KIP): 0. 18 AREA REINF. (IN`'2) IUr(IN) SIZE & SPA (IN) 0.024 024 5.35 #k4 C 101.9 MIN. VERTICAL REINF. - .12 % (IN�'. ) : 0.10--j MIN. HORIZONTAL REINF. - .08 % ( IN" ) : 0. 073 DESIGN REINF. - VERTICAL: #4 16 - HORIZONTAL: #4 32 EFFECTIVE RATIO OF REINF. - p: 0.0016 MODULAR RATIO - n: 40.0 COEFFICIENT - k:: 0.303 ACTUAL RATIO OF DISTANCE - j : 0.899 COEFF:iCIENT - 2/kj: 7.345 ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): 47.38 < 250.00 ACTUAL TENSIONAL. STRESS OF REINF. - f s (KSI): 3.07 < 20.00 0 PROJECT : BETTER JOB NO. ; 0407 - DATE : 7/1990 CALCIS BY : FLT FOOTING DESIGN: --------------- BUILDERS CONSTRUCTION 5 DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: ' 100 150 1.5 2.5 1500 200 0.35 FOOTING DEPTH (INCHES): 8 FOOTING WIDTH - HEEL (INCHES): 8 - /uc (INCHES): u FOOTING KEY - DE - BAVK TO BACK OF WALL QNCHES): 0 TOTAL WIDTH OF FOOTING OVERTURNINSFORCE - Fo (KIP): 0.24v OVERTURNING MOMENT - Mo (FT -KIP): 0.32 TOTAL RESISTING WEIGHT - W (KIP): 0.89 RESISTING MOMENT - Mr (FT -KIP): 1.07 OVERTURNING RATIO - SF ' 3.37 NET MOMENT - Mn (FT-KIPW 0.76 ECCENTRICITY - e (FEET): 0.15 ECCENTRIC MOMENT - Me (FT -KIP): 0.13 FOOTING AREA - Af (FT^2): 2.00 SECTION MODULUS - S (FT^3): 0.67 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SOIL PRESSURES - DL ONLY - SPt (PSF): 639~39 < 1500 - SPh (PSF): 247.13 V0 SLIDING RESISTING FORCE -,Fr (KIP): 0.40 > 0.24 ' FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 0.46 MAX. MOMENT @ TOE - Mt (FT -KIP): 0.20 AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) ----------------------------------------- 0______ 0.029 4.75 #4 @ 82.2 DESIGN TOE REINF.: 44 i 161 PROJECT : BETTER BUILDERS CONSTRUCTION JOB N0. : 0407 - 5 DATE : 7/1990 CALCIS BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL --------------------------------------- WALL. DESIGN: ALL CALCULATIONS ARE IN UNITS/LPI. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE': (PSF) : SURCHARGE (F- SF YIELD STRENGTH OF REINF. - Fy (KSI) : ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) : ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REDU I RED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI) : GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP) : OVERALL HEIGHT OF THE WALL_ -- H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP q T Ni_ HE S) : - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PEF) : TOTAL. EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT=f:: I F') : AREA REINF. (IN''2) ld' (IN) SIZE & SPA CIN) ------------------------------------------------- 0.065 5.35 #k4 C 36.9 MIN. VERTICAL REINF. - .12 % (IN"2) : MIN. HORIZONTAL REINF. - .08 % (IN�:) : DESIGN RE I NF . - VERTICAL: #4 C 16 - HORIZONTAL: #4 C 3 EFFECTIVE. RATIO OF REINF. - P: MODULAR RATIO - n: COEFFICIENT - k: : ACTUAL RATIO OF DISTANCE COEFFICIENT - :_/k:.j: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - f s (KSI) : FLT E.NGiNEER!Nf.:5790 CLARK ROAD PARADISE, i= r° SHEET g OF, /,/ LEVEL_ 0 C) . 40 2000 1500 i .NO 250. 00 0 (_1 5.33 J 4. 6'7 7.6 7.6 135 84 0.33 0.51 0. 109 0.073 0. 0016 40.0 0.303 0. 8919 7.345 FLT ENGINEERINS PROJECT : BETTER BUILDERS CONSTRUCTION 5790 CLARK ROAD JOB NO. : 0407 - 5 PARADISE, CA DATE : 7/1990 (916) 872-0254 CALCIS BY s FLT SHEET r OF' FOOTING DESIGN: DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 FOOTING DEPTH (INCHES): 12 FOOTING WIDTH - HEEL (INCHES): 12 - TOE (INCHES)t 12 FOOTING KEY - DEPTH - BAVK TO BACK OF WALL (INCHES): TOTAL WIDTH OF FOOTING (INCHES): 32 | OVERTURNING FORCE - Fo (KIP): 0.48 | OVERTURNING MOMENT - Mo (FT -KIP): 0.91 TOTAL RESISTING WEIGHT - W (KIP): 1.55 RESISTING MOMENT - Mr (FT"KIP): 2.54 OVERTURNING RAT'IO - SF ' 2.78 NET MOMENT - Mn (FT -KIP):, 1.62 ECCENTRICITY - e (FEET): 0.29 ECCENTRIC MOMENT - Me (FT -KIP): 0.44 FOOTING AREA - Af (FT^2): 2.67 SECTION MODULUS - S (FT^3): 1.19 SOIL PRESSURES - DL ONLY - SPt (PSF): 953.87 < 1500 - SPh (PSF): 208.25 > 0 SLIDING RESISTING FORCE - Fr (KIP): 0.74 > 0.48. FOOTING - TOE: EARTH PRESWRE @ TOE - Fv (KIP): 0.92 MAX. MOMENT @ TOE - Mt (FT -KIP): 0.58 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) _________-______________________________________ 0.045 8.75 #4' @ 53.5 DESIGN TOE R PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0407 - 5 DATE : 7/1990 CALCIS BY FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP ('�NCHES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF, (IN^2) 'd'(IN) SIZE & SPA (IN) 0.139 5.29 #5 @ 26.7 MIN. VERTICAL REINF. - .12 % (IN^2): MIN. HORIZONTAL REINF. - .08 % (IN^2): LEVEL 30 40 2000 1500 NO 250.00 x 6.67 6 7.6 7.6 135 84 0.54 1.08 0.109 0.073 DESIGN REINF. - VERTICAL: #5 @ 16 - HORIZONTAL: #5 @ 32 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET d! OF 1b' EFFECTIVE RATIO OF REINF. - p: 0.0025 � MODULAR RATIO - n: 40.0 COEFFICIENT - k: 0.361 ACTUAL RATIO OF DISTANCE - j: 0.880 COEFFICIENT - 2/kj: 6.298 ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): 243.29 < 250.00 ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): 11.98 < 20.00 FLT ENGINEERING PROJECT : BETTER -BUILDERS CONSTRUCTION 5790 CLARK ROAD JOB NO. : 0407 - 5 PARADISE, CA DATE : 7/1990 (916) 872-0254 7.6 CALCIS BY : FLT SHEET OF A; HEIGHT FROM TOP OF THE WALL - H2 (FEET): 5.33 HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 4.67 THICKNESS OF WALL - BOTTOM2 (INCHES); 7.6 GROUTED SOLID - WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF): 84 TOTAL EARTH PRESSURE - Fw2 (KIP): 0.0,7, MOMENT @ Hw2 - Mw2 (FT -KIP): 0.51 AREA REINF^ (IN^2) -------------------------------------------------- _______________________________________________0.065 'dl(IN) SIZE & SPA (IN) 0.065 5.35 #4 @ 36.9 DESIGN REINF. - VERTICAL: #4 @ 16� FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO- MIN: ' . 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: ' 0.35 FOOTING DEPTH (INCHES): 12 FOOTING WIDTH - HEEL (INCHES): 24 - TOE (INCHES): 12 FOOTING KEY - DEPTH & WIDTH (INCHES): 0 - BAVK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 44 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF),- - PSF):- SPh (PSF): SLIDING RESISTING FORCE - Fr (KIP): 0.74 1.72 2.70 5,68 3.31 3.96 0.37 0.99 3.67 2.24 1178.03 < 1500 295.53 > 0 1.15 > 0,74 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0407 - 5 DATE : 7/1990 CALCIS BY : FLT FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 1.21 MAX. MOMENT @ TOE - Mt (FT -KIP): 0.74 AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) ________________________________________________ 0.058 8.69 #5 @ 64.2 DESIGN TOE R FOOTING - HEEL: FLT ENGINEERIN8 ^ 5790 CLARK ROAD PARADISE, CA (916) 872-0254 UNIFORM LOAD @ HEEL - Wv (PLF): 454.47 PRESS. @ TIP DUE TO GRADE SLOPE - SPg (PSF): 0.00 PRESS. @ FACE OF WALL - SPf (PSF): 521.48 MAX. MOMENT @ HEEL - Mh (FT -KIP): 0,50 AREA REIlVF. (IN^2) ------------------------------------------------------ 'dl(IN) SIZE & SPA (IN) 0.035 9.75 #4 @ 68.4 DESIGNHEEL PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0407 — i DATE : 7/1990 CALCIS BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL --------------------------------------- WALL DESIGN: ALL CALi=ULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (F'SF) : YIELD STRENGTH OF REINF. — Fy (KSI) : ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) : ULTIMATE COMPRESSIVE STRENGTH OF CMU (F'S I) : SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU -- Fm (PSI) : GRAVITY LOAD — DEAD LOAD CKIP): — LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL — H (FEET): OVERALL. HEIGHT OF THE SOIL — Hr (FEET): THICKNESS OF WALL_ — TOP INCHES): BOTTOM (INi=HES): GROUTED SOLID — WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF) : TOTAL_ EARTH PRESSURE — F w (KIP) : MOMENT — Mw (FT—KIF'): AREA REINF. (IN'2) 'd'(IN) SIZE & SPA (IN) --------------------------------------------------------- 0.145 9.29 #5 @ 25.7 MIN. VERTICAL REINF. — .12 % (IN''''2) : MIN. HORIZONTAL REINF• -- .00 % (IN'''2): DESIGN REINF. — VERTICAL: #5 @ 16 — HORIZONTAL: a#5 @ 32 EFFECTIVE RATIO OF REINF. — p: MODULAR RATIO — n: COEFFICIENT — k:: ACTUAL RATIO OF DISTANCE COEFFICIENT -- 2 / k: j : ACTUAL COMPRESSIVE STRESS OF CMU -- fm (PSI) : ACTUAL TENSIONAL STRESS OF REINF. — f s (KSI): LEVEL 0 ;0c:yii 1500 i NO ._5I1. 00 0 0 8 7.33 7.6 11.61 135 133 0.81 1.97 0.167 0.111 FLT ENGINEERING 5790 CLARK ROAD PARADISE 9\ �_: A --�= (916) 872-0254 SHEET 9 OF /6 D. 0.0017 40.0 0.305 0.898 7.304 166.74 < 250.00 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0407 - 5 DATE : 7/1990 CALCIS BY : FLT HEIGHT FROM TOP OF THE WALL - H2 (FEET): 6 HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 5.33 THICKNESS OF -WALL - BOTTOM2 (INCHES): 7.6 GROUTED SOLID - WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF): 84 TOTAL EARTH PRESSURE - Fw2 (KIP): 0.43 MOMENT @ Hw2 - Mw2 (FT -KIP): 0.76 AREA REINF. (IW^2) 'dl(IN) SIZE & SPA (IN) -------------------------------------------------- 0.097 _______________________________________________0.097 5.35 #4 @ 24.8 DESIGN NEINF. - VERTICAL: #4 16 FOOTING DESIGN: DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF):. 150 OVERTURNING RATIO - MIN: ' 1.5 - MAX : . 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fl: 0.35 FOOTING DEPTH (INCHES): 12 FOOTING WIDTH - HEEL (INCHES): 30 - TOE (INCHES): 12 FOOTING KEY - DEPTH & WIDTH (INCHES): 0 � - BAVK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 54 OVERTURNING FORCE - Fo (KIP): 1.04 OVERTURNING MOMENT - Mo (FT -KIP): 2.89 TOTAL RESISTING WEIGHT - W (KIP): 4.01 RESISTING MOMENT - Mr (FT -KIP): 10.03 OVERTURNING RATIO - SF 3.47 NET MOMENT - Mn (FT -KIP): 7.14 ECCENTRICITY - e (FEET): 0.47 ECCENTRIC MOMENT - Me (FT -KIP): 1.88 FOOTING AREA - Af (FT^2): 4.50 SECTION MODULUS - S (FT^3): 3.38 FLl' ENGINEERIN6 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SOIL PRESSURES - DL ONLY - SPt (PSF): 1449.47 < 1500 - SPh (PSF): 332.44 > 0 SLIDING RESISTING FORCE - Fr (KIP): 1.60 > 1.04 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0407 - 5 DATE : 7/1990 CALCIS BY : FLT FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 0.072 8.69 8.69 #5 @ 51.4 DESIGN TOE R | / FOOTING - HEEL: UNIFORM LOAD @ HEEL - Wv (PLF): PRESS. @ TIP DUE TO GRADE SLOPE - SPg (PSF): PRESS. @ FACE OF WALL - SPf (PSF): MAX. MOMENT @ HEEL - Mh (FT -KIP)*: AREA REINF. (IN^2) rd'(IN) ------------------------------------------------------- SIZE & SPA (IN) 0.066 9.75 #4 @ 36.6 DESIGN HEEL ' | / 1.52 0.92 550.56 0.00 661.94 . 0.94 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (S16) 872-0254 PROJECT : BETTER BUILDERS CONSTRUCTION JON NO. : 0407 5 DATE : 7/199C-) CALCIS BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL --------------------------------------- WALL DESIGN: ------------ AL.L CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF) : SURCHARGE (PSF•) : YIELD STI=:ENGTH OF REINF. - Fy (KSI) : ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (F'S I) : ULTIMATE COMPRESSIVE STRENGTH Of iCMU (PSI) : SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI) : GRAVITY LOAD — DEAD LOAD (KIP): — LIVE LOAD (KIP) : OVERALL HEIGHT OF THE WALT_ — H (FEET): OVERALL HEIGHT OF THE SOIL -- Hr (FEET) : THICKNESS OF WALL — TOP (INCHES): — BOTTOM (INCHES): GROUTED SOLID — WEIGHT OF GROUT (PCF): AVERAGE. WEIGHT OF WALL (PSF) : TOTAL EARTH PRESSURE — F w (KIP) : MOMENT — Mw (FT—KIP): AREA REINF. (IN•"•2) ldl (IN) SIZE & SPA (IN) 0.239 9.29 #5 @ 15.5 MIN. VERTICAL REINF. - .12 % (IN"2) : MIN. HORIZONTAL REINF. - .08 % ( IN'`'S) : DESIGN REINF. - VERTIC:AL: #5 C 8 - HORIZONTAL: #5 @ 3' EFFECTIVE RATIO OF REINF. - p: MODULAR RATIO - n: COEFFICIENT - k: : ACTUAL RATIO OF DISTANCE - j: COEFFICIENT -- :/k j: ACTUAL_ COMPRESSIVE STRESS OF CMU - fm (PSI) : ACTUAL TENSIONAL STRESS OF REINF. — fs (KSI): FLT ENGINEERING 5/90 CLARK ROAD PARADISE, CA ( 916) 872-0254 ):'54 SHEET Q OF I6 LEVEL r•' j 40 2000 15c• -i0 NO 150, 00 1.13 3. 26 0.167 0.111 0.0033 40. Q 0.40C) 0.867 5.7E5 217.80 < 050.00 10.45 < 20.0C) 5, , PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0407 - 5 DATE : 7/1990 CALC'S BY : PLT FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 HEIGHT FROM TOP OF THE WALL - H2 (FEET): 6 HEIGHT.FROM TOP OF THE SOIL - Hr2 (FEET): 5.33 THICKNESS OF WALL - BOTTOM2 (INCHES): 7.6, GROUTED SOLID.- WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF): 84 TOTAL EARTH PRESSURE - Fw2 (KIP): 0.43 MOMENT @ Hw2 - Mw2 (FT -KIP): 0.76 AREA REINF. (IN^2) 'di(IN) SIZE & SPA (IN) 0.097 5.35 44 @ 24.8 DESIGN REINF. � FOOTING DESIGN: DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: .' 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 FOOTING DEPTH (INCHES): 12 FOOTING WIDTH - HEEL (INCHES): 54 - TOE (INCHES): 12 FOOTING KEY - DEPTH & WIDTH (INCHES): 0 - BAVK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 78 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SLIDING RESISTING FORCE - Fr (KIP): 1.40 4.52 6.81 23'44 5.18 18.92 0.47 3.22 6.50 7.04 1505.35 < 1500 590.43 > 0 2.58 > 1.40 ` PROJECT ; BETTER BUILDERS CONSTRUCTION JOB NO. : 0407 - 5 DATE : 7/1990 CALCIS BY : FLT FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP/, MAX. MOMENT @ TOE - Mt (FT -KIP); AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) -------------------------------------------------- 0. 00-1 _______________________________________________0.078 8.69 #5 @ 48 DESIGN TOE REINF.g 45 81 FOOTING - HEEL: UNIFORM LOAD @ HEEL - Wv (PLF): PRESS. @ TIP DUE TO GRADE SLOPE - SPg (PSF): PRESS. @ FACE OF WALL - SPf (PSF): MAX. MOMENT @ HEEL - Mh (FT -KIP): AREA REINF. (IN02) ------------------------------------------------- _______________________________________________0.135 'dl(IN) SIZE & SPA (IN) 0.135 9.75 #4 @ 17.7 DESIGN HEEL � 1.66 0.99 426.57 0.00 656.87 1.93 ENGINE 5790 CLARK ROAD PARADISE, CA (916) 872-0254 ....Y....4r. I iLTE 714?0 SUBJECT 4�WC'l S H E E T N 0. OF . ......... ............... ... I ............. ...... DATE .... ..................leer'4./JaB NO . ..... 25(t=iTE� ,n4. Q�pFESS/0Nq col) C-0 I- A'2A IN M C. CA A/ T//- Ef O Rf 77A XMIXIS' 11"A V, T. S. iV A 1Y,47-eel,41- f1,0e=91(91V swn--7- /. ?. A66 Ce46S S114t4 5e ,V4041.0. 3, 4,41r-',44 /- ee1X1,,=. 40 :B 4,le' ,01,4. -0,-,Qp 09 ",,Y/jl,' -f- /'� IW'LeS OW (f CLO'o.,=. IF LcT [EM(MMEENDHa 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 BY......V..4r...........DATE.....�f 9O SUUBJECT...`.. V......C,/AN%IcL�YE/�....._. SHEETNO...1 .... .OF .... �6.... CHKD.BY_.................... DATE ..................... QIINGLGOer.4IL%-ve 0 07/....JOB N. �.�......... aErrE.e .e 01fOk'11- C-4 . ��eoPE�ery G/�vc� wfsERF OCC C/.QS /Q//V/S/�/ GR�4DE C ac. /i/ORIZ, TYP. , f • V , t f t 8" .4S R60.o �0 t1• h QO 0- 32o.c. I 1 1 col1r, l/P Xery wAc c D. f #.4" e 8 sEd- more �g 2C4R. A1,47 4. GR�4Rer'`32 moo, c . 0. c . E. N 3 SCG &,d kp -� QgpF ESS/pNq 0cz 2 No. 32434 a ��9 CIVIL �Q' �- 2 - #.f CONT,, TY!' /2 v G�iVT CO//C FTG. �y .D , AP. CONT, (t� =- /0"g F ,0O/- as &--r-> \��YLE!/E�PFD R�TfI/N/NG. - /Sl,4LGS /v, T. s, 0 MATERNAL DFSNaw C,�e/TF,e%4 S.SvEe-T /. 2. A44 CFGLS S'f,'.4LG 8E 6reoelTE.0 SOG/o. 3, 4,4110 141- 4 eeWloo ¢O .BAR ,0/,4. OR 2¢ "�!/,cl, -f. /'; m /BOG Fs OA- 2 ".0FFP f✓c�"- SLOTS e 6 =0 IF L4 GMaOHECEMDM 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 STRUCTURAL CALCULATIONS FOR .x«� ' -~°lr��� A op CANTILEVER RETAINING WALD������ "JGQQ PST BETTER BUILDERS CONSTRUCTION 5263 ROAYAL OAKS DRIVE 1]ROVILLE, CA 95966,vy' CALCULATIONS ARE IN COMPLIANCE WITH THE 1988 EDITION OF THE UBC ' _ SIGNED ~ --' - ~ ' DATE 1110021 _�______ FRANK L� TYUKOS, RCE 32434 F L T ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 (916) 872-0254 / SUBJECT: CONC. CANTILEVER RETAINING WALLS BY: FLT DATE: 11/91 JOB NO.: 1214 PROJECT: BETTER BUILDERS CONSTRUCTION 5263 ROYAL OAKS DRIVE, ORQVILLE, CA 95966 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA SHEET 1 OF 8 DESIGN_CRITERIN STUD WALL, ROOF AND FLOOR ARE SUPPbRTED BY CONCRETE CANTILEVER RETAINING WALL FOUNDATIONS. CODE 1988 UBC SUPERIMPOSED LOADS: MIN. DL = .010 x (8+3) = .11 k/l MAX. LL = .016 x 18 + ,010 x (18-3) +.010 x 3 + .050 x 5 = .72 k/l LOADING PER ABOVE IS CRITICAL FOR BOTH — BEARING (INCLUDES DL+LL) AND SLIDING RESISTANCE (MIN, DL ONLY), MAX. LL — ROOF LL + ADD'L ROOF DL + ADD'L WALL DL + FLOOR DL+LL CALCIS PROVIDED FOR: 6" THICK: A. 31-6" HIGH WALL — SHEETS 2 & 3 B. 51-0" HIGH WALL — SHEETS 4 & 5 C. 61-6" HIGH WALL — SHEETS 6 & 7 CONSTRUCTION DETAIL — SHEET 8 MATERIALS: CONCRETE — ULTIMATE COMPRESS. STRENGTH — f'c = 2000 PSI @ 28 DAYS, REINFORCING — ASTM A615, GRADE 40, cp ALLOWABLE SOIL BEARING PRESSURE ALLOWABLE LATERAL BRG, PRESSURE — 150 PSF PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 1214 DATE : 11/1991 ` CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 FLT ENGINEERIN8 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET Z OF GRAVITY LOAD - DEAD LOAD (KIP): .11 - LIVE LOAD (KIP): .72 ' OVERALL HEIGHT OF THE WALL - H (FEET): 3.5 � OVERALL HEIGHT OF THE SOIL - Hr (FEET): 3 THICKNESS OF WALL - TOP (INCHES): 6 - BOTTOM (INCHES): 6 COEFFICIENT - a 1.46 TOTAL EARTH PRESSURE - Fw' (KIP): 0;14 MOMENT - Mw (FT -KIP): 0114 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 0.025 3.75 #4 @ 97.7 MIN. VERTICAL REINF. - .15 % (IN^2): 0.108 MIN. HORIZONTAL REINF, - .25 % (IN^2): 0.180 DESIGN REINF. - VERTICAL: #4 @ 24 - HORIZONTAL: 04 @ 13� COMBINED STRESSES @ WALL:` 0.08 < 1.0 ' PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 1214 DATE : 11/1991 TALC'S BY : FLT FOOTING DESIGN: DENSITY OF SOIL (PCF): DENSITY OF i_ ONCERTE (PCF): OVERTURNING RATIO - MIN: -- MAX: ALLOW. SOIL BEATING PRESSURE (PSF): ALLOW. LATERAL BE=ARING PRESSURE (PSF) : FRICTION COEFFICIENT - Fc: 1oci 150 1.5 2.5 1000 150 0.25 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 6 - TOE (INCHES): 12 FOOTING KEY - DEPTH & WIDTH (IN1_HES): 4 - BACK TO BACK OF WALL (INCHES): O TOTAL WIDTH OF- FOOTING (INCHES) : 24 OVERTURNING F0RCE - Fo (KIP) : OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP) : RESISTING MOMENT - Mr (FT -KIP): OVERTURNING FIATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - A f (F T'''':') : SECTION MODULUS - S (F'I""3) : SOIL. PRESSURES - DL ONLY - SPt (PSF) : - SPh (PSF) : SOIL PRESSURES - ADDED LL - SPt' (PSF): SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP) : MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REI:NF. ( IN''''S) ' d' (IN) SIZE & SPA (IN) 0.025 0.75 d#4 @ 96.1 DESIGN TOE RE I NF .: #4 0 24 0.24 0.32 0.84 1.06 3.31 0.74 0.12 0.10. 2.00 0.67 570.31 268.85 660.31 898.85 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET 3 OF d, 1000 11,)00 0. 34 > 0. 24 0.72 0.32 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 1214 DATE : 11/1991 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET f OF 4' GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENTFLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT - a : ' TOTAL EARTH PRESSURE - Fw' (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------- 0.083 _______________________________________________0.083 3.75 #4 @ 28.9 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - VER - HORIZONTAL: ' | COMBINED STRESSES @ WALL: � . .11 .72 5 4.5 6 6 1.46 0.30 0.46 0.108 0.180 0.24 < 1.0 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 1214 DATE : 11/1991 CALCIS BY : FLT FOOTING DESIGN: --------------- FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 1254 SHEET ,r OF IT DENSITY OF SOIL (PCF): 14o DENSITY OF CONCERTE (PCF): 150 OVERTURNING FIATI0 - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF) : 1000 0 ALLOW. LATERAL BEARING PRESSURE (PSF) : 150 FRICTION COEFFICIENT -- Fc: 0.25 DESIGN FOOTING .DEPTH (INCHES)". 1: DESIGN FOOTING WIDTH - HEEL_ (INCHES): 6 - TOE (INCHES): 18 FOOTING KEY - DEPTH & WIDTH c: INCHES): 14 - BACK TO BACK OF WALL (INCHES) : 0 TOTAL WID'T'H OF FOOTING (INCHES): 30 OVERTURNING FORCE - F� � c. K I P) : OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT -- W (KIP) : RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF ' NET MOMENT - Mn (FT"K I F' ) ECCENTRICITY - is (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT'" =') : SECTION MODULUS - S (FT"3) : SOIL PRESSURES - DL ONLY •- SPt ( FISP-) : -- SPh (PSF) : SOIL PRESSURES - ADDED LL - SPt ' (PSF) : -- SPh l (PSF) : SLIDING.. RES I STANCE - Fr (KIP) : FOOTING - TOE: EARTH PRESSURE C TOE - Fv (KIP): MAX. MOMENT C TOE - Mt (FT -KIP): 0. 45 0.83 1 ...9 2.22 2.66 AREA REINF. (IN`•'•:) 9dl (IN) SIZE & SPA (IN) --------------------------------------------------- 0.057 8.75 #4 C 42.3 DESIGN TOE REINF.: #4 C 241 1.38 0.18 0.23 2.5U 1.04 734.80 ... 1000 296. 53 > 0 677.20 < 1000 930. 13 > 0 0.67 > 0.45 0.90 4. 73 PROJECT : BETTER BU I L_DERS CONSTRUCTION JOB NO. : 1214 DATE : 11/1991 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER LEVER RETA.I'NING WALL WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF) : 00 SURCHARGE (FEET): o YIELD STRENGTH REINF. (KSI) : 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 200i � FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (91 G) 872-0254 SHEET ( OF if GRAVITY LOAD - DEAD LOAD (KIP): . 1 1 - LIVE LOAD (KIP) : .7' OVERALL HEIGHT OF THE WALL - H (FEET): 6.5 owl rm OVERALL HEIGHT OF THE SOIL - Hr (FEET): : E THICKNESS OF WALL -- TOP (INCHES) : E - BOTTOM (INCHES): 6 COEFFICIENT - a : 1.4E TOTAL. EARTH PRESSURE - F w (KIP): 0.54 MOMENT - Mw (FT -KIP): 1.08 AREA REINF. (IN' 2) 'dl (IN) SIZE & SPA (IN) 0.19 7 0.75 #4 @ 12.2 MIN. VERTICAL REINF. - .15 % (IN"2) : 0.106 MIN. HORIZONTAL. REINF. -- .25 % (IN'2): 0.180 DESIGN REINF. - VERTICAL: #4 @ 1: - HORIZONTAL: #4 @ 1.0 COMBINED STRESSES @ WALL: 0.53 < 1 . o HEIGHT FROM TOP OF THE WALL - H2 (FEET): 5 HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 4. 5 THICKNESS OF WALL - BOTTOM _ (INCHES): 6.00 TOTAL EARTH PRESSURE - F -w2 (KIP) : 0.3('-*) MOMENT @ Hwy -- Mw' (FT -KIP): 0.46 AREA REINF. (IN`''S') vdl (IN) SIZE & SPA (IN) 0.083 i83 0.75 #4 @ 28.9' DESIGN REINF. - VERTICAL: #4 @ 24 C, .. * ' PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 1214 DATE : 11/1991 CALCIS BY : FLT FOOTING DESIGN: DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF)., ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: 100 150 1.5 2.5 1000 150 0.25 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 12 - TOE (INCHES): 22 FOOTING KEY - DEPTH & WIDTH (INCHES): 21 - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 40 OVERTURNING FORCE - Fo (KIP): 0.74 OVERTURNING MOMENT - Mo (FT -KIP): 1.72 TOTAL RESISTING WEIGHT - W(KIP): 2.16 RESISTING MOMENT - Mr (FT7kIP): 4.91 OVERTURNING RATIO - SF 2.86 NET MOMENT - Mn (FT-KIP)v 3.19 ECCENTRICITY - e (FEET): 0.19 ECCENTRIC MOMENT - Me (FT -KIP): 0.40 FOOTING AREA - Af (FT^2): 3.33 SECTION MODULUS - S (FT^3): 1.85 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 7 OF 1p SOIL PRESSURES - DL ONLY - SPt (PSF): 864.34 < 1000 - SPh (PSF): 429.78 > 0 SOIL PRESSURES - ADDED LL - SPt' (PSF): 918.34 < 1000 - SPh' (PSF): 807.78 > 0 SLIDING RESISTANCE - Fr (KIP): 1.11 > 0.74 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 1.63 MAX. MOMENT @ TOE - Mt (FT -KIP): 1.45 AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) ---------------- _------------------------------- � 0.113 8.75 #4 @ 21.2 DESIGN TOE REINF.: 121 By r -LT OATE,_/I S�;EC?'..C\/TNTI��✓G�-� CD�C!`LCT� SHEET R10...... OF .�... B y ......... DATE ............... .BETA �iS/�it!G' k/ �. C.... i -o jou �: o......�?. ..4........... f3�TTE� ,8U/GOERS CO.WST., I/OTES ,' . /, G O, 'D1vG C,e/J-&,eM SEGS T /, 2. Z-41= 30 4v4R , A/A. f,f/N;- a; /3 �o p t9 Yae/zrx I 1 YERT,, TY,= _ lo � v v IVAL.L, TYf? A90'v6:y- s - �`g f/ATVZ,44 f, a GIDE -7 �`� co /Z o•c, E C. � 3 �CLR, 3, /P OoxiKS,4�eE Of9/TTEO .g•OD L �¢ �ifS DQWEGS� SHALL BF PL�FCED TO 4Pr4 ye-IC&r /N 2 CrJ Fl; x'>e'.e G N, OP rI011,4 L IV, T S. it/,4LLS L __ J bV,4LL A. No. OF '��iCONT. . 2- #¢ CONT. ca 4, r18 , .3 - #¢ corvr. <6 C, /2 "x /¢'.a=' KEy e W.44-4 B, /2 �x 2/ yDP, ,BEY cp !'vim GL a. IF L cT MaOMEEMOM 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 r~ - STRUCTURAL CALCULATIONS FOR .-� CANTILEVER RETAINING'� ' Q ) BETTER BUILDERS CONSTRUCTION 5263 ROYAL OAKS DRIVE ' OROVILLE, CA 95966 CALCULATIONS ARE IN COMPLIANCE WITH THE 1988 EDITION OF THE UBC � SIGNED �~��~��~- ��' DATE FRANK L. TYUKOS, ^�CE 32434 F L T ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 (916) 872-0254 v FLT ENGINEERIN13 SUBJECT:. CONC . CANTILEVER RETAINING WALLS 5790 CLARK ROAD BY: FLT DATE: 11/90 JOB NO.: ?854 PARADISE, CA PROJECT: SETTEE: BUILDERS CONSTRUCTION SHEET 1 OF 13 5263 ROYAL OAKS DRIVE, OROV I LLE, CA 95966 STUD WALL, ROOF AND FLOOR ARE SUPPORTED BY CONCRETE CANTILEVER RETAINING WALL FOUNDATIONS. CODE 1988 UBC SUPERIMPOSED LOADS: MIN. DL = .010 x (8+4) = .12 k/1 MAX. LL = .016 x 26 + .010 x (26-4) ) + .050 x 12 = 1.24 k: / 1 LOADING PEE:. ABOVE IS CRITICAL FOR BOTH - BEARING (INCLUDES DL+LI_ i AND SLIDING RESISTANCE (MIN. DL ONLY), MAX. LI_ - ROOF LL_ + ADD' L_ ROOF DL + FLOOR DL+LL CALCIS PROVIDED FOR: 6" THICK: 8" THICK: MATERIALS: A. 3,-e" HIGH - SHEETS 2 & 3 9. 51-0" HIGH - SHEETS 4 & 5 C. 6'-6" HIGH - SHEETS 6 & 7 D. 6Y-6 HIGH - SHEETS 8 & 'D E. e, -O" HIGH - SHEETS 10 & 11 CONSTRUCTION DETAILS — SHEETS 12 & 1.3 CONCRETE — ULTIMATE COMPRESS. STRENGTH — f'c = 2000 FSI C :8 DAYS, REINFORCING — ASTM A615, GRADE 40i ALLOWABLE SOIL BEARING PRESSURE — 1500 PSF, ALLOWABLE LATERAL BRG. PRESSURE — 200 PSF PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0854 DATE : 11/1990 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ----------------------------------- WALL -________________________________ WALL DESIGN: ------------- ALL ___________ ALL CALCULATIONS ARE IN UNITS/LN. FT. I LT ENGINEERIN8 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 2 OF Q GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - F' (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------- ___________ 0.025 3.75 #4 @ 97.7 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF, - ,25 % (IN -24 DESIGN REINF. - VERT - HORIZONTAL: COMBINED STRESSES @ WALL; | . i .12 1.2' 3.5 3 6 6 1.46 0.14 0.14 0.108 0.180 0.10 < 1.0 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. 0854 DATE : 11/1990 CALCIS BY : FLT FOOTIN8 DESIGN: ------------------ DENSITY ______________ DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: 100 150 1'5 2,5 1500 200 0.35 DESIGN FOOTING DEPTH (INCHES): 10 DESIGN FOOTING WIDTH - HEEL (INCHES): 6 - TOE (INCHES): 12 FOOTING KEY - DEPTH & WIDTH (INCHES): 0 - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 24 OVERTURNING FORCE - Fo (KIP): 0.22 OVERTURNING MOMENT - Mo (FT -KIP): 0.28 TOTAL RESISTING WEIGHT - W (KIP): 0.78 RESISTING MOMENT - Mr (FT -KIP): 0.99 OVERTURNING RATIO - SF 3.52 NET MOMENT - Mn (FT-KIPT: 0.71 ECCENTRICITY - e (FEET): 0,09 ECCENTRIC MOMENT - Me (FT -KIP): 0.07 FOOTING AREA - Af (FT^2): 2.00 SECTION MODULUS - S (FT^3): 0.67 FLT ENGINEERIN8 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SOIL PRESSURES - DL ONLY - SPt (PSF): 501.53 < 1500 - SPh (PSF): 280.97 > 0 SOIL PRESSURES - ADDED LL - SPt' (PSF): 656.53 < 1500 - SPh' (PSF): 1365.97 > 0 SqIDIN6 RESISTANCE - Fr (KIP): 0.34 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 0.83 MAX. MOMENT @ TOE - Mt (FT -KIP): 0.34 AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) ________________________________________________ 0,034 6.75 #4 @ 70.7 DESIGN TOE R PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0E35-1• DATE_ 11/1990 CALCIS I{Y FLT SUBJECT:. CONCRETE CANTILEVER RETAINING WALL ---------------------------------- WALL_ DESIGN: ------------ ALL_ CALCULATIONS ARE IN UNITS/LN. FT. FLT L'-' NGINEERINi:i 5790 CLARK ROAD PARADISE, CA (91E) 872-0254 SHEEP' 4 Off"., j3 GRADE SLOPE RATIO: LEVEL.. SOIL EMU I.'VALENT FLUID PRESSURE (P iF) : 3Q SURCHARGE (FEET): YIELD STRENGTH REINF. (KSI) : 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 200 GRAVITY LOAD - DEAD LOAD C K I P) : - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WAL.L_. - H (FEET): OVERALL HEIGHT OF THE SOIL_ - Hr (FEET): THICKNESS OF WALL - TOT' (INCHES): - BOTTOM ( :L NCHES) : COEFFICIENT - a : TOTAL EARTH PRESSURE_ - FW (KIP) : MOMENT - Mw C F'T-KIP) : AREA REINF. (IN"2) 'dl (IN) SIZE & SPA (IN) ----------------------------------------------------- 0.083 5.75 1#4 @ 28. MIN. VERTICAL FEINT-". -- .15 % ( IN'''2 MIN. HORIZONTAL ZONTAL REINF. -- .25 % ( IN"2) DESIGN REINF. - VERTIi=AL: #k4 24 - HORIZONTAL: it 13 I COMBINED STRESSES @ WALL: .12 1.24 4.5 E 6 1.46 0. 50 0. 4E, 0. 108 0. 180 0.25 < 1.0 0 FLT ENGINEERING PROJECT : BETTER BUILDERS CONSTRUCTION 5790 CLARK ROAD JOB NO. : 0854 PARADISE, CA DATE : 11/1990 (916) 872-0254 CALCIS BY : FLT SHEET vr OF' /43 FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 ' DESIGN FOOTING DEPTH (INCHES): 10 DESIGN FOOTING WIDTH HEEL (INCHES) 6 FOOTING KEY - DEPT - BACK TO BACK OF WALL QNCHES): TOTAL WIDTH OF FOOTING (INCHES); 30 OVERTURNING FORCE - Fo (KIP): 0.431 OVERTURNING MOMENT - Mo (FT -KIP): 0.76 TOTAL RESISTING WEIGHT - . (KIP): 1.14 RESISTING MOMENT - Mr (FT!KIP): 1.98 OVERTURNING RATIO - SF 2,61 NET MOMENT - Mn (FT -KIP): 1.22 ECCENTRICITY - e (FEET): 0,18 ECCENTRIC MOMENT - Me (FT -KIP): 0.20 ^ FOOTING AREA - Af (FT^2): 2,50 SECTION MODULUS - S (FT^3): 1.04 SOIL PRESSURES - DL ONLY - SPt (PSF): 645.91 < 1500 - SPh (PSF): 263.42 > 0 SOIL PRESSURES - ADDED LL - SPt' (PSF), 546,71 < 1500 - SPh' (PSF): 1354.62 > 0 SLIDING RE.SISTANCE - Fr (KIP): 0.68 > 0.43 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 0.80 MAX. MOMENT @ TOE _ Mt (FT -KIP): 0.64 AREA REINF. (IN^2) 'di(IN) SIZE & SPA (IN) ------------------------------------------------ 0.065 6.75 #4 @ 37 DESIGN TOE REIN PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0854 DATE : 11/1990 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL, __________________________________ WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): .12 - LIVE LOAD (KIP): 1.24 OVERALL HEIGHT OF THE WALL - H (FEET): 6.5 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 6 THICKNESS OF WALL - TOP (INCHES): 6 - BOTTOM (INCHES): 6 COEFFICIENT - a : 1.46 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET x/; OF /Z TOTAL EARTH PRESSURE - Fw (KIP): ` 0.54 MOMENT- - Mw (FT KIP) : 1.08 AREA REINF. (IN^2) 'd'(IN) ------------------------------------------------- _______________________________________________0.197 SIZE & SPA (IN) 0.1973.75 #4 @ 12.2 MIN. VERTICAL REINF. - .15 % (IN^2): 0.108 MIN. HORIZONTAL REINF. - ,25 % (IN^2): 0.180 DESIGN REINF. - VERTICAL - HO COMBINED STRESSES @ WALL: | 0.55 < 1.0 HEIGHT FROM TOP OF THE WALL - H2 (FEET): 5 HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 4.5 THICKNESS OF WALL - BOTTOM2 (INCHES): 6,00 TOTAL EARTH PRESSURE - Fw2 (KIP): 0.30 MOMENT @ Hw2 - Mw2 (FT -KIP): 0.46 AREA REINF. (IN^2) 'dl(IN) ------------------------------------------------- _______________________________________________0.083 SIZE & SPA (IN) 0.0833.75 #4 @ 28.9 DESIGN REINF. - VERTICAL: f PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0854 DATE : 11/1990 CALCIS BY : FLT FOOTING DESIGN: DENSITY OF OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF):. 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 8 - TOE (INCHES): 26 FOOTING KEY - DEPTH & WIDTH (INCHES): 15 - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 40 OVERTURNING FORCE - Fo (KIP); 0,74 OVERTURNING MOMENT - Mo (FT -KIP): 1.72 TOTAL RESISTING WEIGHT --W (KIP): 1.74 RESISTING MOMENT - Mr (FT -KIP): 4.14 OVERTURNING RATIO - SF ' 2.41 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 7 OF A NET MOMENT - Mn (FT -KIP).: 2.42 ECCENTRICITY - e (FEET): 0.28 ECCENTRIC MOMENT - Me (FT -KIP): 0.48 FOOTING AREA - Af (FT^2): 3,33 SECTION MODULUS - S (FT^3): 1.85 SOIL PRESSURES - DL ONLY - SPt (PSF): 782.79 < 1500 - SPh (PSF): 262.34 > 0 SOIL PRESSURES - ADDED LL - SPt' (PSF): 652.59 < 1500 - SPh' (PSF); 1136.54 > 0 ' SLIDING RESISTANCE F (KIP) - r : 1;12 > 0.74 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 1.33 MAX. MOMENT @ TOE - Mt (FT -KIP): 1.57 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) -------------------------------------------------------- 0.123 8.75 #4 @ 19.6 DESIGN TOE REI PROJECT : BETTER BUILDERS CONSTRUCTION' JOB NO. : 0854 DATE : 11/1990 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET e OF A3 GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI); 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'Q(IN) SIZE & SPA (IN) ` ----------------------------------------------------- 0.130 _____________________________-_________________0.130 5.69 #5 @ 28.7 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - - nuRIZum/*L#5 @ 15 COMBINED STRESSES @ WALL: .12 1.24 6.5 G 8 8 1.46 0.54 1.08 0.144 0,240 0.25 < 1.0 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0854 DATE : 11/1990 CALCIS BY : FLT FOOTING DESIGN: DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: 100 150 1.5 2.5 1500 200 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTINGWIDTH - HEEL (INCHES): 8 - TOE (INCHES): 24 FOOTING KEY - DEPTH & WIDTH (INCHES): 15 - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 40 OVERTURNING FORCE - Fo (KIP): 0.74 OVERTURNING MOMENT - Mo (FT -KIP): 1.72 TOTAL RESISTING WEIGHT - W (KIP): 1.90 RESISTING MOMENT - Mr (FT -KIP): 4.46 OVERTURNING RATIO - SF ' 2.60 NET MOMENT - Mn (FT -KIP).: 2.75 ECCENTRICITY- ) e (FEETA' 0.22 ECCENTRIC MOMENT - Me (FT -KIP): 0.42 FOOTING AREA - Af (FT^2): 3.33 SECTION MODULUS - S (FT^3): 1.85 FLT ENGINEERING 5790 CLARK ROAD PARADISE, C* (916) 872-0254 SHEET 7 OF Q SOIL PRESSURES - DL ONLY - SPt (PSF): 800.38 < 1500 - SPh (PSF): 342.25 > 0 SOIL PRESSURES - ADDED LL - SPt' (PSF): 725,98 < 1500 - SPh' (PSF): 1160.65 > 0 SLIDING RESISTANCE - Fr (KIP): 1.17 > 0.74 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 1.33 MAX. MOMENT @ TOE - Mt (FT -KIP): 1.42 AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) ---------------------------------------------------- 0.111 9.69 #5 @ 33.4 DESIGN TOE REI | , m PROJECT BETTER BUILDERS CONSTRUCTION JOB NO. : 0854 DATE 11/1990 CALCIS BY :. FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ---------------------------------- WALL DESIGN: ------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL_ SOIL EQUIVALENT FLUID PRESSURE (PSF) : 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) : 2000 GRAVITY LOAD -- DEAD LOAD (KIP): FLT ENGINEERING 0796 CLARK ROAD PARADISE, CA (91E) 872-0254 SHEET %O OF /3 — LIVE LOAD (KIP): 1.2-4 OVERALL HEIGHT OF THE WALL — H (FEET): Q .-- OVERALL_ HEIGHT OF THE SOIL_ — Hr (FEET): 7. 5 THICKNESS OF WALL — TOP (INCHES) : g — FOTTOM (INCHES): 8 COEFFICIENT 1.46 TOTAL EARTH PRESSURE — F& (KIP): 0.84 MOMENT — Mw (FT—KIP) : 2.11 AREA REINF. (IN' 2) 'dl(IN) SIZE & ------------------------------------------------------- SPA .(IN) 0.253 0.69 #k5 @ 14.7 MIN. VERTICAL REINF. -- .15 % (IN^: ) : 0.144 MIN. HORIZONTAL REINF. — .25 % CIN""2): 0.240 DESIGN REINF. — VERTICAL: #5 @ 1.2 — HORIZONTAL: 45 @ 15__ COMBINED STRESSES @ WALL: 0.46 < 1 . c i HEIGHT FROM TOP OF THE WALL — H2 (FEET): S.S HEIGHT FROM TOP OF THE SOIL — Hr2 (FEET): S THICKNESS OF WALL — BOTTOM'S (INCHES): e.00 TOTAL EARTH PRESSURE: — Fw2 (KIP) : 0.54 MOMENT @ Hw:_ •- Mw : (FT—KIP): 1.0e AREA REINF. (IN' 2) ' dl (IN) SIZE & -------------------------------------------------------- SPA (IN) 0.130 5.69 d#5 @ 28.7 DESIGN REINF. - VERTICAL: #;.� @ 24 5- PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0854 DATE : 11/1990 CALCIS BY : PLT FOOTING DESIGN: DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: 100 150 y/ 1.5 2.5 1500 200 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 12 \ - TOE (INCHES): 30 FOOTING KEY - DEPTH & WIDTH (INCHES): 20 - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 50 OVERTURNING FORCE - Fo (KIP): 1.08 OVERTURNING MOMENT - Mo (FT -KIP): 3.07 TOTAL RESISTING WEIGHT - W (KIP): 2.71 RESISTING MOMENT - Mr (FT -KIP): 8.05 OVERTURNING RATIO - SF 2.62 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET // OF 113 NET MOMENT_ _ Mn (FT -KIP)--. � 4.98 ECCENTRICITY - e (FEET): 0.25 ECCENTRIC MOMENT - Me (FT -KIP): 0.67 FOOTING AREA - Af (FT^2): 4.17 SECTION MODULUS - S (FT^3): 2.89 SOIL PRESSURES - DL ONLY - SPt (PSF): 883.14 < 1500 - SPh (PSF): 418,46 > 0 SOIL PRESSURES - ADDED LL - SPt" (PSF): 859.34 < 1500 ' - SPh' (PSF): 1037.46 > 0 SLIDING RESISTANCE - Fr (KIP): 1.66 > 1.08 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 1.86 MAX. MOMENT @ TOE - Mt (FT -KIP): 2.47 AREA REINF. (IN^2) 'dl(IN) ________________________________________________ SIZE & SPA (IN) 0.194 8.69 #5 @ 19.2 DESIGN TOE 13 c:a,:�. e:...•....... c.:.//6 K/.�L4. Fe' .. o _ 085 ` ................................................._........................ Jac) \U.... .........� ,BErr��e •BurcD�,eS AM 7V e,44 GRADE'? T T srr�� w•�cc o,e �� FLOOR A.aOY� �� � • F////s'� G.Pi�f�E t � EXrsr� GR.4-.oE �.� • . /� ��t'C•4vi4TF0 #.Jr-� /.�'�c,c/ f/O�'/z� TY� O 00 WALL rYP. / i 2dCGale W ,o. o. More¢ c� *ALG S (?" /e o.c, • ��- 7- No res ; -11 //0 I '— A bF Do`vEGs SH�GG BE P,�pli/0�1� 3, GreXVI Y LOADS SHEET' /. R, A1f{ LLS .v. T S. /2 x Iso CONT. KAY G WALL -D. f /2 x 20'cam ds/sILG E, FESSIpNq / e � �C z m 0. 434 m sr c(vk�. 9lFOF CAL\F�� f�L3�9Z 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 Interior Mass/CFA I l.l•�IK•.. ] I Zonal Control? ( Y / N) Number of stories S. Infiltration (Air Leakage) %Glass Interior Thermal Mass Eff. %Glass . 1 12. Cooling5ystem - ' b. East R -value One Two Three Specification _ - Points st ' e. -- Skylight -. - - _ e R-0 -120 59 dp Standard NST. go% 95% IOo% 10S% 110% 11S% 12O% 1% 0 0.2 0.4 06 Q6 10% Q2 0.4 0.6 0.6 1 p 13 1.S 1.7 1.4 1.6 1.9 ;verior Slab Floor Raised Floor Mass Stories 29 It 32 33 SEER - 3.6 3.6 4 R-19 R30 -10 2 -5 1 3 S 12. S3 20% 0.3 0.6 0.1 1 12 3OX 0.5 til o 9 1.1 1.4 1.4 1.6 td 1.6 2 1.6 2 22 /CFA /CFA One Two Three One Stories Two Three 15 17 (assumes ducts in attic) 4 4.1 4.2 4.3 4.4 4.5 R-38 0 0 p S,4 S 5 40% 07 0.9 1.1 1� 1.5 SOX 0.9 1.1 1.3 1.5 1.7 1.7 1.9 1-2 22 24 21 23 25 26 26 3 32 3.4 27 3 32 14 0.0 10 6 2 -1 -1 4.1 4.3 Sum of 7-10 4.5 4.7 4.7 4.9 4.9 $.1 U -value 5S S.7 s9 6. Gia4s Heat Loss 2 22 24 26 3.5 26 3 32 35 3.7 -5 3 1 0.3 4 4.1 42 25 or SEER less 24 to -14 to -4 to +610 16 or ' 0.50 -200 -99 56• Total 21 22 23 25 27 24 26 26 U•value ! 4 -8 ._2 0.5 -7 3. .1 1 1 2 10 2 8.0 -6 15 5 +5 +15 more - i 0.30 -118 59 39 Percent.51 to .41 to .31 to 0.30 o 0.7 6 2 -12 2 3 8.5 -2 -5 3 -2 2 1 -1 0 S.7 S1 0.10 32 -16 .11 Glass Single Double .60 .50 .40 less 0.9 -5 .1 0 - 2 3 4 8.9 0 1 0 0 0 p t 0.08 0.06 •23 -14 -11 -8 50 -190 -85 -63 .41 .20 1 1.1 -5 1 1 3 1.3 4 0 4 4 9 p 1 0 0 0 0 0 0 p 0 ' 0.04 5 -7 2 _5 2 141 59 35 42 25 8 8 2 4 1.5 •3 1 3 5 5 6 5 9.5 3 10.0 6 3 2 1 1 p 11 69 0.02 5 2 4 -117 -46 30 93 34 -31 21 •17 9 .2 3 12 20 -1 3 4 6 7 6 8 10.5 8 4 3 2 6 5 3 1 p y; • - 0.00 14 7 4.6 9 29 -88 . 31 -19 •7 5 15 16 t 25 0 4 6 8 3.0 1 9 9 9 9 11.0 10 8 8 4 2 2 0 0 32 3A 16 11 4.4 4.6 4.6 4 42 4A 4.6 4.9 S S.1 2 S3 28 -84 -29 27 -79 -26 -17 -6 6 17 . 5 7 9 3.5 2 6 8 10 11 12 120 13 13.0 16 6 13 g 6 3 0 2. Wall Insulation :"' 26 -75 -24 -15 -13 -4 3 7 8 17 18 4.0 3 7 9 11 12 13 7.4 Point System Summary: Climate Zone 16 0 Single- 9 Single- 9 25 -70 -22 -11 .1 9 19 5 4 4. 8 10 12 5.0 5 9 it 13 13 14 14 ERective SEER R -value Family Detached Family Attached Multi Family 23 --61 -1� 7 i �� zo 5.5 6 10 12 14 6.0 15 14 15 (SEER x duct efficiency) - =-' R-0 -1 77 - 51 22 -56 -14 21 •52 - -5 3 4 5 12 13 21 22 7 11 12 15 6.5 7 11ur 13 15 16 16 16 16 Effective -25 or of 1 -24 to 14 - R-11 R-13 111 8 8 5 20 47 99 1 7 15 22 7.0 8 12 13 16 7.5 8 12 17 17 SEER less to -4 to -115 5 +5 +6 to +15 16 or R-19 0 6 0 0 19 -43 .7 18 -39 •5 1 3 8 10 16 23 14 16 8.0 8 12 14 16 17 17 17 18 5,0 16 13 10 9 3 more p U•value 2. Wall Insulation 17 -34 -2 4 11 17 18 24 24 8.5 9 13 14 17 18 18 6.0 .5 6.6 .4 -3 -2 -1 0 0.80 -212 -160 -107 16 -30 0 i 15 -25 2 6 8 13 14 19 20 25 0 7.0 3 0 0 0 2 0 0 0 " 0.50 0.30 132 -74 100 -56 67 37 i 14 21 5 -13 -17 7 10 12 • 16 17 21 22 26 26 27 10. Exterior Wall Thermal Mass 8.0 9 9.0 13 7 5 4 11 8 5 2 3 p 0.10 0.08 11 -5 8 .3 6 -2 12 -12 9 11 14 19 23 28 j Exterior Single- Single- 10.0 17 11.0 20 , 14 10 7 16 12 8 3 p ' --...0.06 2 1 1 -8 12 10 -4 14 16 18 20 21 24 25 28 29 ' Wall Fami ! ty Family Mass Multi 120 23 18 14 g 4 5 .. p 0.04 9 6 - 4 9 0 16 19 23 - 26 30 Detached Attached Family 13.0 25 20 15 10 5 p 0.02 0.00 15 22 11 16 8 8 4 18 21 24 27 30 0.00 o p p Zonal Control Adjustment or 11 - 0.20 2 2 1 - - - - --- R -value [7] F2 factor (0.51 ] 0.40 5 q 2 10 - 8 6 4 2 0 3. Raised Floor Insulation 0.60 7 6 4 t No Cooling System Installed�� 7. Shading (Shade Open) 1:880 13 5 _. Stories. 6. ;Glass Heat Loss --- .. _.. _.._ _ _ . :. Insulation in Floor _ _....._ ;__._ ... 8 10One 1.20 16 12 g . 0 0 0 0 0 0 -U-value (0.65] 5 Total Glass (161 _ - EtTective Percent Glass Sum 1-6 :. _ a.... North 1.40 19 t4 9 _.. SC .. _ Two+ 5 1 4 3 -.2 -.. - 1 -- 0 -- Number of stories (Percent glass x SC) 1.60 22 16 11 ' _ 13. Water 13. Water Heating - R -value One Two Three Effective `- b. East 2.00 22 - 19 21 12 = _ Single -Family Detached and Attached ( R-0 R-11 -24 5 -12 2 -8 %Glass North East South West Skylight 14 Uriit Size (sQ `. q 0 1 0 18 10 6 16 1j 4 na d. West Vyater Heater Credit 1199 1200 1700 or 2200 2700 R-19 U -value 2 1 9 6 12 7 6 10 4 ra 11. Heating System i Type Type to to less 1699 2199 to 2699 or more ' 12 6 6 11 5 5 9 4 na 8 Sh I *0 ! SG None 0 0 0 0 0 0.60 0.50 218 180 -103 8 - 4 na SE or HSPF i or Solar HP 12 8 6 5 4 0.40 142 85 67 55 9 q 4 7 4 5 (assumes ducts in attic) WS8 17 12 9 7 3 0.30 -103 -49 44 32 g 3 4 6 4 5 + Sum of 1-6 POU 9 6 4 3 6 3. � -11 -8 5 j 3 3 3 6 16 SE HSPF 'less r 215 -1510 +5 +15 a SE None a 2s 19 15 -13 {t . 00.10 .08 0.06 _0.20 17 9 -8 -5 q 1 1 2 2 1 6 0.72 6.60 0 0 0 0 more solar 2 -1 1 -28 1 1 0.04 -1 q -1 3 p 3 0 0 0 0 g 5 0.75- 6.88 4' 4 3 3 0 0 3 WS8 -22 9 -7 -6 0.02 6 3 2 .1 •2 1 3 _2 q 0.80 7.33 11 10 9 8 7 6 POU -16 -12 -9 7 6 0.00 14 7 5 -1 -4 0 -6. -3 3 0.85 7.79 16 15 13 12 10 9 .2 -6 -11 -6 0 0.90 8.25 21 19 17 15 13 11 IG None -2 •1 -1 .1 -1 ' Controlled Ventilation Crawlspace na - not allowed 0.95 8.71 26 24 21 19 16 14 Solar 10 7 5 4 3 -: ;__. ' : Effective SE or HSPF - POU - 7 5 3 3 2 R•value Number of stories One Two Three (SE or HSPF x duct efficiency) Effective -25 or -24 to -14 to -410 IE None Solar -28 -19 -14 41 3 R-0 _1510 8. Shading (Shade Closed) SE HSPF less -15 -5 +5 +6 to 16 or +15 more POU 10 7 5 -7 3 R-5 R-11 4 3 -7 2 0.30 275 -94 _50 _ _-5 3 Muld-Family (individual units) -2 -1 Efrective Percent Glass na 3.41 •57 .52 .46 -418 -36 31 R-19 0 .2 .2 (percent glass x SC) 0.40 3.67 .43 39 .35 31 -27 -23 Unit Size (sQ } 4. Slab Edge -- - Insulation -----.-- ._ _ .- Effective 0.50 4.58 •13 -12 -11 -to-8Water 0.56 5.13 0 0 p o 0 Heater Credit 699 700 1200 or to to 1700 to 22CA I %Glass North East South West Skylight 0.60 5.50 7 6 6 5 0.70 6.42 4 4 I Type Type less 11199 1699 2199 or more 1 R -value Number of Stories One Two 16 32 �6 45 na 21 19 17 15 0.80 7.33 32 29 26 13 11 SG None 0 0 0 0 0 R-0 -13 -8 Three -27 14 3 -23 39 32 38 31' 23 47 43 29 1.00 25 17 22 or Solar HP HWR 14 7 5 10 5 3 3 3 R•5 .t -1 -4 p 12 'S -18 -25 -24 na na 9.17 38 34 30 25 WS8 29 14 10 3 7 2 6 F2Raetor 0 p 0 10 1q 19 -18 na Zonal Control Adjustment POU 10 5 3 3 2 0.8 -198 9 -4 -13 3 -10 -16 -14 -15 -13 •54 System Type SE None Solar 46 -23 -15 2 1 -12 -9 0.80 0.70 -14 _g 5 7 3 -8 6 -11 -11 -46 -.38 Resistance 10 9 7HWR 5 3 1 -23 -11 -8 p p 0.60 -9 -4 3 3 -2 -6 .1 .8 -8 _8 Other 6 5 4 4 3 2 WSB 22 11 7 5 5 4 0.50 3 .1 -4 -5 3 -6 .23 POU -23 -11 -8 -8 -5 0.40 5 9 2 2 0 -1 -17 .11 n None -2 -1 .1 0 0 1 1 11 2 1 2 -7 Solar 11 6 4 3 2 0. 3 4 3 POU 8 4 3 2 2 4 6 0 na = not allowed IE None -28 -14 -9 _7 5 Solar 22 11 7 6 4 - POU -4 -2 -t _1 _1 Interior Mass/CFA I l.l•�IK•.. ] I Zonal Control? ( Y / N) x SE or HSPF Duct Elfi6cnry (0.781 Effective SE or [0.-M&61 :l it .`: i, a. ' • No %Glass SC Eff. %Glass . 1 x - ' b. East x --- t T PZ 1 PASS (ULC ► 4.2. 101 •rP fed, �I_nl st ' e. -- Skylight x - _ OX SX 1016 15X 2071. 25X 30% 35% 4pX 45X SOX SdX 19316 06 •1.9 .70% 75% 110% NST. go% 95% IOo% 10S% 110% 11S% 12O% 1% 0 0.2 0.4 06 Q6 10% Q2 0.4 0.6 0.6 1 1.1 1.2 13 1.S 1.7 1.4 1.6 1.9 21 23 2S 27 21 23 25 27 29 29 It 32 33 •14 3.6 3.6 4 42 44 4.6 4.1 S 12. S3 20% 0.3 0.6 0.1 1 12 3OX 0.5 til o 9 1.1 1.4 1.4 1.6 td 1.6 2 1.6 2 22 22 2! 21 29 3.1 24 26 26 3 3.2 13 15 15 17 27 3.9 4 4.1 4.2 4.3 4.4 4.5 46 !.6 4.0 S S S 2 S2 5.2 S,4 S 5 40% 07 0.9 1.1 1� 1.5 SOX 0.9 1.1 1.3 1.5 1.7 1.7 1.9 1-2 22 24 21 23 25 26 26 3 32 3.4 27 3 32 14 15 15 37 11 39 4 4.1 4.3 4] 4.S 4.5 4.7 4.7 4.9 4.9 $.1 S.t 53 5S S.7 s9 5S% 119 1.1 1.4 1.5 1.1 2 22 24 26 3.5 26 3 32 35 3.7 16 l9 4 4.1 42 4.4 4.6 4.6 S1 13 5-5 5.7, 5.9 6.1 60% 1 12 1.4 1.7 lA �X 1.1 1.3 1.5 1.7 1.9 21 22 23 25 27 24 26 26 29 11 13 35 3.4 3 12 14 36 3.1 ! 4 4.2 4] 4.4 4.S 4.6 4.7 4.1 4.9 - S 3.1 5.2 S3 5.4 56 S.6 5.6 5.9 6 6.1 62 63 70% 1.2 1.4 1.6 1.1 2 75% 1J 1,5 1.7 13 21 22 23 x5 21 2.9 25 27 3 11 13 15 17 3.9 12 3.4 16 11 4 4.1 4.3 4.3 4.5 4.6 4.7 4.6 4.9 S 5.1 52 53 5.4 SS 5.6 S.7 S1 5.9 A 6.1 62 64 64 90% 1.4 1.5 1.1 2 22 15% 24 26 2.1 3 3.3 3.5 37 19 4.1 42 4.3 4 4 4-5 4 6 4 6 S.1 13 - SS 17 5.9 6.1 6.3 65 - 1.4 1.7 1.9 2.1 2] Sox 1s 1.7 2 22 24 95Y. 25 26 x7 29 11 26 3 32 33 3.5 16 4 42 3.4 3.6 3.1 4.1 4.3 4.4 l5 4.6 t-7 4.7 4.1 4.9 4.0 S 5.1 S2 54 54 5.6 S6 58 S9 6 6.I S2 6] S4 65 66 67 1.6 1.1 2 22 23 'W% 1.7 19 21 23 2s 27 26 29 11 33 3 32 3A 15 17 l9 4.1 42 16 16 4 42 4.4 4.6 4.5 4./ 49 S 11 S1 5.2 53 5.4 SS 5.5 17 S.I 5.9 6 92 d2 64 6.4 66 6.7 11 69 105% 1.1 2 ' 22 2.4 26 1TOM 1.9 21 23 25 27 26 29 3 3.3 3.S 11 13 3.6 17 3.9 4.1 4.3 !3 36 4 4.2 4.4 4.7 4.9 5.1 5.3 5.4 SS S.6 5.7 S.6 3.9 6 61 62 43 6.4 6-4 S 6 6.7 61 7 7 1120% 2 23 25 27 29 3.1 13 15 3.7 4.6 19 4.1 4.6 9 S 5.2 5.4 5.7 5.9 9 61 5.2 6.3 65 6.7 69 7.1 125% 21 23 25 26 3 32 3A 16 11 4.4 4.6 4.6 4 42 4A 4.6 4.9 S S.1 2 S3 5.4 SS 5.6 5.7 58 5.2 6 61 6.3 6.5 63 6.7 6.7 6.9 7 7.1 7.2 7.3 7.4 Point System Summary: Climate Zone 16 SCORE CARD ` Measures -' - - =-' Point Scores I. Ceiling Insulation •-• - or - ----- R -value (381 U -value (0.0301 . ... 2. Wall Insulation -._..:. r.. _... _. _ . _.... or R-value1191 U-value(0.066] - 3. Raised Floor Insulation - or R -value [ 191 U -value (0.037] 4. Slab Edge Insulation - or - - - - --- R -value [7] F2 factor (0.51 ] S.: Infiltration _..:._. Standard _ ... _.. - _. 6. ;Glass Heat Loss - .. _.. _.._ _ _ . :. _.. _ _....._ ;__._ ... 7. Shading (Shade Open) �Pe -U-value (0.65] 5 Total Glass (161 _ - Sum 1-6 :. _ a.... North % Glass _.. SC .. _ ... Eff. %Glass x _ `- b. East x = C. South )( _ d. West x = e. Skylight x _ 8 Sh I *0 ading (Shade Closed) Zonal Control? ( Y / N) x SE or HSPF Duct Elfi6cnry (0.781 Effective SE or [0.-M&61 :l it .`: i, a. ' • No %Glass SC Eff. %Glass . 1 x - ' b. East x --- _ st ' e. -- Skylight x _ 9. Interior Thermal Mass TYPE 1 MASS AREA S 10. Exterior Wall Mass Interior,YiauCFA COND. TYPE FLOOR AREA Exterioral1W Mass 2 ND. MASS AREA FLOOR AREA 11. Heating System Zonal Control? ( Y / N) x SE or HSPF Duct Elfi6cnry (0.781 Effective SE or [0.-M&61 12. Cooling System HSPF (0.56/5.151 -- Zonal Control? ( Y / N) SE [s[8- 9j x a„ot Effoiet, - ry [0.74] Effective SEER (6.59] 13. Water Healing Type (SG] Credit [none] Sum 7-10 Lertiiicaie of Compliance. Residential Wali .............. Wall r-_> r9 NoL)sE c,4P_Ac,E �o�t-�Mou GvAt 1-- .............. Roof C 10 2 / {o1s S6 _-19 � �_3cA / ` ............. Roof F/i—=LbET->-- ............. Floor ........:.... Project Tlue Floor ............. ► 34-) 4 ProJrxtAddresa (�"' t Budding� r GLAZING. . _ . _: Shading Devices • - (�t 1p -Z-14 Z Checked B y / Dau Doeumentauon Author Telephone _(Si) (single double) (roller Mind Pte Fntoreameru Agency Use Only BUILDING DATA GL=Area 9b Glass ` Conditioned Floor Area Z& Number of Stories North East --- Slab/Raised Floor Number of Units --' South— Single Family Detachrd (SFD) [ ] Addition Alone West ] Single Family Attached (SFA) [ ] Existing Building Skylight [ ] Multi -Family (MF) [ ] Existing -Plus -Addition Total -- -- �_ t BUILDING SHELL INSULATION Component _ Insulation Location/Comments Type R -Value (attic, to garage. typical etc.) Wali .............. Wall r-_> r9 NoL)sE c,4P_Ac,E �o�t-�Mou GvAt 1-- .............. Roof C 10 2 / {o1s S6 _-19 � �_3cA / ` ............. Roof c_ — f- 1_onF(E.IQ ............. Floor ........:.... Floor ............. Slab Edge..... t GLAZING. . _ . _: Shading Devices • - Orientation Area Glass Type Interior Exterior _(Si) (single double) (roller Mind Pte I�zPLy+11zGy�,g�, Overhang Framing Type -- -• -^•. �.,.s,csc.7ezn, etc.) e3/c10) North North East ( ) East South ( ) Sou th ( ) West ( ) West ( ) Skylight......: THERMAL MASS - - - Type/Covering Area — Thickness - (slab/exposed, tile, etc.) (sol------ -' �.V ✓WV.I uvat ritcnene oatn- etc. 15UTTE CO NlY HVAC SYSTEMS Minimum Duct Type (mace. air Efficiency Location Duct Output_ conditsLu ion, heat no) (SE_ SEER•HSPF) (attic, etc.) R -Value _ tuh) - - or a roved a al 5-97 AeA10)d Maximum Furnace Heating Output: BN_ — HOT WATER SYSTEMS Tank Manufacturer/Model # _ _ Svstem T (Stora a ani, etc.) Capacityor aooroved equal) Special Features Z S, G S-0 EqC(+ SEV--S0—N)(27J— SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential MF -IR NOT,: Lewitt residential buildings subloa to the Standards mus c—Ihese mcmtres mgrd— of the camplia ere approach used. Items maned wtth an asteruk (')may De strperyeded b7 mesa stringtael eurrplutrx reaQuwnentr IiVod an ober Cwficare of Comaiance- when this checklist is incorporated into the permit documcn s, the features meed shag be Considered by all parties u binding minimum component per:ermance 3peaf_,0 • for the mandatory measures whether they arc shorn casewhc c in the documents or an this eheeLtia only. DFSCRlIT1Oh+ Dl?SIGHM e4roxcEmaer Building Envelope Measures • 12.5352(x): Minimum ceiling auulation R•19 weighted average 12.5352fbk Loose fill insulation marufaeturer•s labeled R -Valu, • 12.5352(c)r Minimum wall imulation in framed wa111 R-11 weighted average (does not apply Itr exterior mass waltz). 12.5352ftk Slab edge insulation -water absorption rate no Fewer than 0.3%. watts vapor transmission rat¢ no Facer than 2.0 permfineR 12.5311: Imudation specified or installed meets California Energy Commission standards. Indicate type and form. ( C) q�i4 12.5352(fk Vapor barriers mandatory in Climate Zones 14 and 16 only. 12-5317: lnfiluxion/Erfdi ahem Conoots a. Doors and wudors between conditioned and unconditioned spaces decgrscd to Limit air Irskagc b. Doors and windows ce,%irW4 c- Doors and windows woft=ppcd: all joints and penraatipu caulked and stake 12.3352(e): Special infiltration barrier installed to comply with 12-5351 meets CFC Quality standards. t §2.5352(d): Installation of FvepLi ccs I. Masonry and factory -built fireplaces have L Tight fitting• closeable metal or glass door b. Outside air intake with damper and coned c Flue damper and control 2. No continuous burning gat pilots allowed- ; HVAC and Plumbing System Measures §2-5352(g)w42.5303: Space conditioning equipment sizing: stack Calculations. 52-5352(b) and 2.5315: Setback thermostat on all applicable heating systems 12-5316(a): Ducts eoutnicted. instilled and insulated per Cluptc'10,1976 UMC- - §2-5316(bj: Exhaust systems have damper controls . §2.53 We): Gas-fired space heating equipment has intermiaent ignition devices. 112-5314: HVAC equipment, water haters. slowerheadz and faucets ccrti5ed by the CEr_ §2.535267 Wates heater insulation bL%nker (R.12 or greater) or combined into iorksterior insulation (R-16 or greater): fust 5 tea of pipes closes to tank insulated (R-3 or Fe amr). _ .. §2-5312(Esception I): Pipe insulation on steam and scam condensate return k recirculating piping. 12-5318(d): Swimming Pool Hosting 1. System les a. On/off switch on heater. b. Wcathcrproof inuruction plate onheater. e Plumbed to allow for solar. 2. 75 percent thermal cfrtciency- -' 3. Pool cover. 4. Time clock. 5. Dircctiorul water inlcL Lighting and Appliance Measures n §2-5352(1): Lighting - 25 lumenstwau or gaster for general lighting in kitchens and bathrooms. §2-5314(c): Gas fired appliances equipped with intermiaau ignition devices. , 12.5314(x): Refrigerator_ rcfrigmtor_(,,c=rs, frees and fluoxescerut tamp ballasts cctifird by the CEC. Indicate make and model number. COMPLIANCE STATiMElYT This mrtificuc of compliatice lion the building fcatztres and performarc spc(ifications nccdcd to comply with Tale 24. Chapter 2-53 and Tide 2D. Chapter 2. Sub =PW 4. Article 1 of the California Administrative code. This Certificate has beat Signed by the individual with ovma design rtspo=biliry and the building owner. who shall retain a copy of it and transmit the mrtT'C= to my subsequent purchaser of the building. .Dtsigner Building Owner Name _ Address: Tttk/FtmL Address: Tekpha= lac. g. Tekpisone s (si azure)- (date) sttnattae) l t�atc) Documentation Author Enforcement Agency Name Name: ?idcJFilm Ataxy