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HomeMy WebLinkAbout069-470-072E-HUTTON, ,. ;f K 92-519 BPEMSTo DAMAGEREPORTichael �� Oroville et Builders92-1673B Michael 5 Hill Dr, Oroville contr :. Better Builders 8-9�9- retaining wall 9 r o� 9- 70- 40 UW 9 4 J a MENT OF PUBLIC WORKS �® Ate, iia 95965 - Telephone: 916!538-7541 ND PERMIT PERMIT NO. 069-47-0-071 92-3531 B,E •HUTTON, Michael ,E 5 Hill DR, Oroville contr: Better Builders conv pt unfinished to living NE — - —_ —_ --_ - -ioy-2574 BUILDING PERMIT SO. FT. OCC. BUILDING VALUATION 262 U—R 5 250 JNTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 5,250 Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ 67.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 33.75 Energy Plan Checking Fee $ 20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ ADDRESS BUILDING 5 HILL DRIVE OROVILLE 95966 Permit fee $ 136.25 PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION Each qas water heater or vent/.UUI 7.00 USE OF STRUCTURE SF[I@ Duplex❑ Mobilehome❑ Other 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 ❑ Uti lities ❑ Installation ❑ Other ❑ Describe work: CONVERT PORTION OF UNFINISH TO BDRM Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 18,50 Main service 200ATOI000A1 37.50 CONTRACTORS LICENSE LAW I declare un natty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professio�nns��7 Code and my license is in full for and effect. License No. 0.=2r C Classification ❑ 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. /DWELLING OCCUP.aI\ OR ADDNS. \ ACC. BLDGS. // 3.66sq.ft. NEW CONSTR. U I -OUTLET NON.RESID BRANCHCIRCUITS) @ 500 POWER APPARATUS 6 SINGLE OUTLET CIR. I / EX. DCCUp\OUTLETS OR FIXTURES 20276 AL_ 491 EX. OCCUp. FIXED P OUTLETSIRESID IREA.I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g Permit Fee "15.00 1 - $ 30.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ T ermit 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 -5.00 Heating Cooling Hood 6.50 Ventilation penult 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 liabilities, 'udg ntS, costs, and expenses which may in any way accrue inst Colin on nce of the granting of this permit. Date S si nature -of Applicant — OWner g pp ❑ Contractor ❑ Agent An OSHA ion of structures permit ion 3 storiesoinheight. 'ons over S'0" deep and demolition or construct- Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEES 166.25 HAz DFEES IMP FLOOD CDF PARCEL PD f -D 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- resolutiors to do , have beer paid. WORKS Date Receipt No. 125898 WNITI-O.P.W.. TCLLOW-ASSC>sson. PINII•INePCCTOR. 60LOCNROO-APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, CalHornia 95965 - Telephone: 916/538-7541 `2�,��/ APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER - 069-470-071 ZONING AR 1 BUILDING PERMIT OWNER MICHAEL HUTTON TELEPHONE SQ. FT. OCC. BUILDING VALUATION 262 U—R 5250 OWNER'S MAILING ADDRESS 11 HIGHLANDS BLVD OROVILLE 95966 CONTRACTOR'S NAME BETTER BUILDERS TELEPHONE 589-2574 CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 5,250 LENDER'S MAILING ADDRESS Filing Fee $ 1.5,00 Permit Fee $ 67.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 33.75 Energy Plan Checking Fee $ 20.00 ARCHITECT OR ENGINEER'S MAILING AD RESS Penalty $ BUILDING ADDRESS 5 HILL DRIVE OROVALE 15966 It fee $ 136.25 PL BING PERMIT Filing Fee * 15.00 Each Trap N 1 5.00 Solar or heat ump water heater 20.00 LOT NO.SUBDIVISION NAME PA. CEL MAP Water pipin 7.00 ach qasater heater or vent 7.00 USEft §fRUCTUR& . SF ® Duplex❑ Mobilehom ❑ Other Ar SPEJJY G p'- ng system 1 - 5 outlets 5.00 Rdilding sewer 15.00 Mobile Home S I G I W @ 15.00 TkP RK New ❑ Addition ElRemodeUti lities ❑ Installation Other ❑ Describe work: CONVE PORN OF UNFINISH TO BD t ermit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 Main service 200A TO 1000AI 37.50 CO TRACTORS LICENSE LAW I declare un n ty of erjury (Check one): I am licens der pr2visions of hapt. Div. 3 of th Business and Professi Cod and my Ii rise is i full for d effect. Licen No. assification ❑ I, as th owner, y employe s with wages as their sole comperi- ation,w) do the work, and t structure is not intended or offered e. (S 7044) ❑ I, the am exclusio y contra w) licensed contract ors. ec. 70 ❑ I am a mpt under Sec. Business d Professions Code for this ason NEW CONST. / DWELLING OCCUP.N) OR ADONS, l ACC. BLDGS. // 3.64 sq.ft. NEW CONSTR. ULTI.OUTLET NON-RESID BRANCH CIRC ITS @ 5 00 POWER APPARATUS e (SINGLE OUTLET CIR. ) Ex. Occup( OUTLETS OR FIXTURES 2L01;1 6 EX. OCCUp. OUT ETS ((RESID ) FIXED APPLNS. REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. bVirin g 15.00 15.00 Permit Fee $ 30,00 W KMEN' COMPENSA N URANCE 00 I declare under penalty of per ry (ch one): E] T ermit is for $100.0 aluation) o less. have placed on ti ith the Cou of Butte Building Department a Certifica of Workmen's Comp ation Insurance or a Certificate of Consent to elf -Insure. ❑ I shall not emp any pers In any manner so as to become subject to the W. C. laws f California. Notice to Applicant: If afte aking this statement, should you becomesubject to the W. C. provisions of the abor Code, you must forthwith comply with such provisions or this permit shall deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Conlin 9 Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes.�gccc, I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judg nts, costs, and expenses which may in any way accrue against Coun ) on nce of the granting of this permit. X Date S o2, Signature of Applicant — owner❑ Contractor ❑ Agent An OSHA permit is required For excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ A 3 CON TYPE �/r TOTAL FEES 166.25 HAz OFEES IMP FLOOD CDF PARCEL I/ PD HD .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 0 do have been pEid. WORKS Date Receipt No. 125898 WHITE-D.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE PARTMENT OF p\uB' C WO 1 BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER Proposed Building Use VI Building Inspector Date ,S d�--- At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BK 1. All items have been submitted......................................... 2. Plot plans, 3/Yet ,signed by preparer of plans . ......................... 3. Complete pla /4 sets, signed by preparer of plans. ..� 4. Engineered piarfs 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.0 12. California Department of Forestry plan approval/fees. ....................... . Flood elevation letter (100 year flood California Engineer................... Sanitation and plot plan approval 6112 Health Department. . 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). ... .. . 20. Pre -inspection for Fre -Inspection requesf--- required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner ) ............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... . 29. Documentation of legal access . ........................................ 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. he you issue the er p�s�(c�c s follows: Mailni� r Mail to contractor. Telephone 'dJ��id hold for pickup at ® office. Deliver with inspector. Other Parcel Creation /� S 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: / C c Ars Cont ctor, designer, owner, was advised of above required data byhone _mail Counter by ate/�/3�j Z Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville. California 95;965 - Telephone: 916538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 0611?_ d -C� ZONI G BUILDING PERMIT OwN XQ k ©1 TELEPHONE SO. FT. OCC. BUILDING VALUATION �a Q OW IR'SMAI LI G ADDRE S !/C/ lQr/ (0 S (/ CON RA T 'S NAME IT CONTRACTOR'S MAI LI G DDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ , LENDER'S MAILING ADDRESS Filing Fee $ 1E.00 Permit Fee § P.13'0 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ cJ ` ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUYING ADD ES Permit fee § / PLUMBING PERMIT Filing Fee 1E.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF � Duple Mobilehome❑ Other 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 Additio Remodel ❑tiIities❑ Installa n❑ Other Describ wo 1 ti �T 7 _ j yk /1 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service LESS 200A OR LESS 50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 20CATO1000A1 50 NEW CONST. / DWELLING OCCUP.tk\q.ft. OR ADONS. 1 ACC. BLDGS. // IAL —NON CONSTR.NEW BRANCH CIRCTITS 00 POWER APPARATUS IN SINGLE OUTLET CIR. Ex. OCCUp�OUTLETS OR FIXTURES760 -0 460 ED APPLNS. Ex. Occup. OUTLETS RESID 'OR EA.� I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 /��j` 510 A— 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 FiIingFee 15JOO Heating Coolin g Hood 6.50 Ventilation permit Fee § Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner❑ Contractor ❑ Agent ❑ An OSHA permit is required For excavations over S'0" deep and demolition or construct - on of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ �— occ CONST TYPE I I TOTAL FEE $ I HAz 1 1) FEES I IMP FLOOD I COF PARCEL I PD I HD I 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 EXPIRES Date applicable provi- resolutions to do have been paic. WORKS DatePERMIT Receipt No. WMITC•D.P. W., YELLOW- ASSES SOP, PINK -INSPECTOR. GOLDENROD -APPLICANT BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) r: 1d3a JNICy7in-9— School District O E h Q h V DepartmeRUQdo� A.P. Number 00-0-0-01 Jurisdiction 0 City County Property Owner Property Locatic Subdivison Lot No. " Residential Development 0 0 Sq. Footage _C;76 Commercial/Industrial No. of Living MHI ,101S64 Additiion (Groupe R) \ Units Cohvef+ Get ,� Y1 I.$r1 t4f� to (�e i'�Qol�f1� New Sq. Footage Addition (Floor Plans reviewed by School District Personnel) i. (Including Exterior Roofed Areas) _. - &A �. Date District Identification No, . c— School District certifies that '~ r "A (Applicant) IS— (Street Address) (Phone Number) (CRY) (State) has complied with the requirements of Resolution No. representing 2Z P a?— square feet. s Rep Paid by Check Number Bank Number Paid by Cash (Zip Code) by payment of $ /1i Lq rA /() - ,2,3 Date Remarks: U41A � u / W If, -subsequent to the School District Representative signing this Butte County Schools Impact Fee Ceri`,ification Form, the School District is notified by the applicable Local Planning Agency that this project ' is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmkf (4/92) W RESIDENTIAL PLAN CHECKING GUIDE 8/91 ( S: F. , DUPI EX4 4 MISC. ONLY) �j Bldg. Permit # 7a- 33:?/ OWNER A . P • GENERAL Plan Checker requirements: (sideyards and number of permitted living units). ion. ans signed by designer. Proper description of work on application. y• II�tems on data sheet. (W•C., fees, Health, Developer Fees, License law, etc). PLOT PLAN .ad--diae.as1ons• •get ack- e ST 6 Snnri al rri�i r, c nn i r- / - ^*+*• r_ pri-n, , b_ �>- Y f \ f qui , t i ?rrncc l nt 1 i noc �1ZSQ = fe .-.\' FLOOR PLAN Complete to scale plan with dimensions. R� Required windows for light and ventilation (Seca 120'5)."+ equired windows for second exit (Sec. 1204). 7). uwan impact glass (Sec. 5406). C_ Required room sizes, ceiling heights (Sec. 1207). Light fixtures, switches, receptacles, and exterior receptacles for main- enance of mechanical equipment. ' 141!f-- 3'0" exterior exit door (sec. 3304 (f). Smoke detectors (Sec. 1210). STRUCTURAL DETAILS -1.-9t-a[nd'ard bracing or engineered des &r (Table 25V) 1 TZ—�datte shape, size, or split level house requiring lateral design. 3.-{l=rest. ry requiring balloon framing and/or engineering. 4--Th-r- etory building requiring engineered calculations and plans. 5: —meson plan complete enough to construct building. 6:--Fled—e-orrs-uction details ccmplete enough to construct building. 7. Elevationsand wall construction details complete enough to construct building &--=.aef—r-t ruction details complete enough to construct building. 9. _ace construction details and calcs if necessary. • es or bearing ridge beam. - g or or porch header sizes. 1�. Stud'heights. 13. idube--suils - et 'gn. 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS•ITEMS TO LOOK OUT FOR . (Sec. 3306). Ck/Yij 2. Geav4re4l-4e"- 71 3- �kTr�,vf It "i tv cz Foam f • see a 6)• 1�--Ar:��E-aEcess ar�d veep}�•�� •" �^„ • � ^ TTf,.i-rf4nn s-aa.-� `�r"'C.�'c—�2y5)-,r, ) . �i � nts.��%iNf' • Energy design. �o,(�tl•����R �8S- Z f7`i • s. s- 4fo r s� A16 x r- tiF -7476-4�e.e RESIDENTIAL 69-47-71 -- HUTTON, Michael 92-1673B 5 Hill Dr, Oroville contr: Better Builders retaining wall 6117fg2, VA7 - 4 OFFICE COPY Address i y GAS Meter By Date ELECTRI Meter By Dat RESIDENTIAL 69-47-71 -- HUTTON, Michael 92-1673B 5 Hill Dr, Oroville contr: Better Builders retaining wall 6117fg2, VA7 - 4 OFFICE COPY Address i GAS Meter By Date ELECTRI Meter By Dat '4'o2—C-7 JOB FINALED Signature J=OK O=Not OK =Not Applicable ' =' Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK Qxcept #'s 1. Zoning Requirements-Set�,acks-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 Date -B-1 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-Beams-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 Lghcg. _ Boxes- Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test r 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 (Single = Date ' UNDERFLOOR (Plans) OK except ##'s j 1. Zoning -Setbacks -Easements -Flood -Slope I 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-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: Underqround 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 ---------------- 22. Subfeed Wire Sizer r ga. Cu or AI-A.C. Wire Size ga. Cu or AI ------------- ---------------------------------- ----------- ---- 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 -------------------------------- Card B-1 Date Card -B- 1 ------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except ft's 34. A.C. Ducts Insulation & Support -------- ----------------------------------------------- 35. Vent Fan Exhaust above insulation -------------------------------------------------------------- 36. Condensate Drain & Overflow: Size & Grade ----------------------------------------------------- --- --- -- 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet ------------ ----------------------------------------------------------------- 38. Attic Access & Platform if Furnance in Attic ---------------------------------------------------------------------------------- ----------------------------------- ------- ------------------------------------- Date Card B-1 Dale Card B-1 ---------------------------------------------------------- -- ---- - -- - Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except 4's 39. Sils. Proper Material & Anchors ------- ------- ------------------------------------------------------------------ 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound --------------------------------------------------------- 41. Bearing Walls over Girders & Floor Nailing - --------------------- Draft Stop in Walls (rat proof) --------------------------------------------- -------- ----------------- ------------- 43.. Fire -Stops: Furred Ceilings -Stairs -Chases -Tub ------------------- ------------------------------------- 44. Headers & Beam -Size & Bearing & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions _ 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection ----------- -- 54. - plywood on Roof Overhang -Attic Vents -Rafter Outriggers --- __55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic _ 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows ------------------ - - - - --- - - - D - ------------ate Card B-1 Date Card B-1 -------------- - Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ft's 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection ---------- ---------------- 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa ----------- ------------------ 66. Elec. Trim & S_ub_anel: Breaker Sizes & Labels _ 67. Stairs & Rails ----------- ------ ---- ------------ - 68. Fireplace or Stove: Clearances -Hearth - 69. Elec. Outlets at Wood Panel: Int. & Ext. 70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance -- ---- ._.... - ------------------------ - 71. Elec. Outlets & Receptacles at Kit. Counter ----------------------- ---- 72. Garage Fire Door: Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection --------------------------------- --- 75. Plb.. Elec. & Mech. _Equip. Listed for Location 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection 7;. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.: Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No - ------- ----------------------------- --- 81. Stucco: Brown -Finish 82. A.C. Unit: Disconnect. Electrical, Plumbing - - -- - ------------------------ ---------- - -- 83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings --------------------------------------------- - 84. Water Well: Disconnect, Electrical. Plumbing ------------------ 85. ----------------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 -----------------------------Date Card B-1 Date Card B-1 Comments at Final: 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 (Permil),OK except fr'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 - ------ ---------- Date ----------------------- Date ---------------------- 20.---Test--Tub & --Shower.---Second Floor -Tub Access -------------- 21. Gas Pipe: Size & Anchors -------------------------------------------------------- Card B-1 DateCard B-1 --------------------- ------------------------ Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except a'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 ---------------- 22. Subfeed Wire Sizer r ga. Cu or AI-A.C. Wire Size ga. Cu or AI ------------- ---------------------------------- ----------- ---- 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 -------------------------------- Card B-1 Date Card -B- 1 ------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except ft's 34. A.C. Ducts Insulation & Support -------- ----------------------------------------------- 35. Vent Fan Exhaust above insulation -------------------------------------------------------------- 36. Condensate Drain & Overflow: Size & Grade ----------------------------------------------------- --- --- -- 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet ------------ ----------------------------------------------------------------- 38. Attic Access & Platform if Furnance in Attic ---------------------------------------------------------------------------------- ----------------------------------- ------- ------------------------------------- Date Card B-1 Dale Card B-1 ---------------------------------------------------------- -- ---- - -- - Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except 4's 39. Sils. Proper Material & Anchors ------- ------- ------------------------------------------------------------------ 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound --------------------------------------------------------- 41. Bearing Walls over Girders & Floor Nailing - --------------------- Draft Stop in Walls (rat proof) --------------------------------------------- -------- ----------------- ------------- 43.. Fire -Stops: Furred Ceilings -Stairs -Chases -Tub ------------------- ------------------------------------- 44. Headers & Beam -Size & Bearing & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions _ 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection ----------- -- 54. - plywood on Roof Overhang -Attic Vents -Rafter Outriggers --- __55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic _ 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows ------------------ - - - - --- - - - D - ------------ate Card B-1 Date Card B-1 -------------- - Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ft's 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection ---------- ---------------- 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa ----------- ------------------ 66. Elec. Trim & S_ub_anel: Breaker Sizes & Labels _ 67. Stairs & Rails ----------- ------ ---- ------------ - 68. Fireplace or Stove: Clearances -Hearth - 69. Elec. Outlets at Wood Panel: Int. & Ext. 70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance -- ---- ._.... - ------------------------ - 71. Elec. Outlets & Receptacles at Kit. Counter ----------------------- ---- 72. Garage Fire Door: Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection --------------------------------- --- 75. Plb.. Elec. & Mech. _Equip. Listed for Location 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection 7;. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.: Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No - ------- ----------------------------- --- 81. Stucco: Brown -Finish 82. A.C. Unit: Disconnect. Electrical, Plumbing - - -- - ------------------------ ---------- - -- 83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings --------------------------------------------- - 84. Water Well: Disconnect, Electrical. Plumbing ------------------ 85. ----------------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 -----------------------------Date Card B-1 Date Card B-1 Comments at Final: rt COUNTY OF BUTTE ' f 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 14( M2� �� -S/ 1 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. 5 P12e) )1a-,2_ -06� VQ�i2�a Date � / �— Inspector. REV 11/91 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. 2_167 ASSESSOR PARCEL NUMBER 69-47-71 ZONING AR 1 ' BUILDING PERMIT OWNER MICHAEL HUTTON r _ TELEPHONE FT. OCC. BUILDING VALUATION Cnl 13 1,560 OWNER'S MAILING ADDRESS 11 HIGHLANDS BLVD OROVILLE r!2 CONTRACTOR'S NAME BETTER TELEPHONE CONTRACTOR'S MAILING ADDRESS ROYAL OAKS DRIVEFireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 1 .560 LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ 111, 0 ARCHITECT OR ENGINEER FRANK TYUKOS LICENSE NO. 32434 Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 9 HILL DRIVE 01,ROVTTIT.E Permit fee $ 66-50 PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other RETAINING WALL SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S I G JW I @ 15.00 TYPE OF WORK New® Addition F1 Remodel[:] Utilities❑ Installation❑ Other Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): Q—I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions my license is in full rce and effect. 322 License No. 32322,K 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) ❑ 1, 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 200A TO 1000AI 37.50 OCCUR.&) 3.64 sq.ft. NEW CONST. / DWELLING OR ADDNS. ACC. BLDGS. // l NEW CONSTR. MULTI -OUTLET NON-RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS h1 &) SINGLE OUTLET CIR. Ex. Occup( OUTLETS OR FIXTURES 20 @ 76 FIXED APLNS. EX. Occup. OUTLETS PIRESID 1REAJ 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 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. ave 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 Cooling g Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against aid County in connsseque a of the granting of this permit. Date / Signature of Applicant — Owner❑ Contractor ❑ Agent �� An OSHA permit is requir d for e-cavati s o r 5'0" deep and demolition or construct- ion of structures over 3 s ries in heiog�ht. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ 66.50 HAz I DFEES I IMP I FLOOD CDF PARCEL PD I HD This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated a ,ove for which fees have been paid. 18 CTO OF PUBLIC WORKS By ' Date PE IT EXPI • Date Receipt No. 116083 ZZ -91 1 `ZD°� WNITE-D.P.W., YELLOW-Aft ELLOW-A CggOR, PINK -INSPECTOR, GOLDENROD -APPLICANT V . .. • .. �.-,�, ..-gfiO'!<Ati .a •. i'�7ih lr'.�'• :{RS•�^. .. , �. �r .t_v wr. r....y.E. �.�,. �' r .-. i,.';..'T- O)Fv f .. ,. •� COUNrtY OF BUTTE it PARTMENT OF LIC WO BUILDING DIVISION � 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORN142S =TELEPHONE (916) 538-7541 PERMIT" OAPPLICATION DATA SHEET OWNER �G r//a�/ LIU A. P. No. � / �� � � -7/ Proposed Building Use CYy ,J, SVG- W,4 & Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1- All items have been submitted......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... MComplete plans, 3/4 sets, signed by preparer of plans . .............. 29,e76 4. Engineered plans and calc /4 sets, with wet signature on plans. ....... 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of$ .......................................... 11. Impact fees as shown on attached schedule . ............................. . 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............... 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). . . 20:. Pre -inspection for to Building Inspector rT-- required. . to Building lnspedor (Dale) 21. Contractor's license information. (No., Name Style, Classification) . ..............1 ° 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _)............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization .................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ........................................ . 28. Mobilehome utility clearance . ......................................... . 29. Documentation of legal access . ....................................... . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When ou issue the pe it pr s as follows: Mail o wner. Mail to contractor. Telephone, a� and hold for pickup at d office. Deliver with inspector. Other Parcel Creation Acreage Applicant _ Date �y Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone -mail ��'un r by _ Date Plans checked by Date Plans approved by ��/ Date Sets of lans tfo° p f q1 j �-F(le cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER r/ -71 Z.ONIN el s ' BUILDING PERMIT OWNER �y`C. TELEPHONE SQ. FT. CC. BUILDINGTVALUATION V �S V OWNER'S M / G A ///✓W -.Y /�IJ�" 6(/`� CONT A O 'S NAME//D�`�� TE EP—HE CONTR TOR'SM �C LIADD.R S r9 %q v - Fireplace CONSTRUCTION LENDER _ UNKNOWN Total Valuation is - d LENDER'S MAILING ADDRESS _ Filing Fee $ 15.00 Permit Fee $ —31. 10 ARCHITE T OR ENGIN R /, _ UA6 L,I,,CE SZE�NNO. plan Checking Fee $ 010.00 Ener Plan Checking Energy g Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS — Penalty $ BUILDING_A ODRESS - Permit fee $ & 111. 5:5) PLUMBING PERMIT Filing Fee 15-00 _ - = Each Trap _ 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAMEPARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTU/F/� SF ❑ Duplex❑ Mobilehome❑ OtherT �f�/I//1//,�/f SPECI FFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S I G JW I @ 15.00 TYPE OF WORK New Add ition❑ Remodel[] Utilities❑ Installation❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 Main service 200ATO1o0OA1 37.50 CONTRACTORS LICENSE LAW I declare under penalty of p y perjury jur y (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CONST./ DWELLING OCCUP.d1\ OR ADDNS, l ACC. BLDGS. // 3.6Q sq.ft. NEW CONSTR. ULTI-OUTLET 14ON•RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS 6 (SINGLE OUTLET CR. Ex. OCCUp(OUTLETS OR FIXTURES 20@ 76d FIXED APLNS. EX. OCCUp. OUTLETS PRESID .)OR EA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. �Virin g 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I 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 Cooling g Hood 6.50 Ventilation I Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue 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. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEES .a HAz 1 0FEES I IMP FLOOD CDF PARCEL PD HD i 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 F=rovi- resolutions -o do have been paid. WORKS Date Receipt No. f I D 3 �41TC-D.P.W.. YELLOW-ASeE33011, PINK -INSPECTOR. GOLDENROD -APPLICANT Ile. //epj e COUNTY OF BUTTLe Q/tOUi� �6 BUILDING DEPT 1 2 1992 AY M • It -4: i Lcoation of structures &. bquipment shall be -as shown \ $ clear of all easements. • L�CJ r X �2j-V 1 ��1 1 a � �o�a' •Q This set of plans and specifications MUST be F kept on the job at all times and it is unlawful to make any changes or alterations on same with_- out written permission from the,' Department of �. Public. Works, County of 'utta. NOTE: --All Materials & Workmanship Shall Be in. Accordance with Recognized Good Practices and of d quality prescribed for the Specified use in the Uniform Building, is bing & Mechanical Codes. and 'the National E � . 16 I L SUTTE COUNTY :.: IBU1LDIDEPARTMENT ��77 COUNTY OF BUTTE BUILDING DEPT MAY � 1 1992 S T rR U ':' T i-; R A L A L t U L A T :1. 0 N1, F 0 r: C01`,IGF'ETE MASONRY CANT I LEVER PROPERTY LINE RETAINING WALLS BETTER BU I L.DERS I= ONSTRUC T I ON 5::6S ROYAL OAF:.'S Df I YE OE'OV I LLE, CA 95966 ar I_ AI_i=:ULAT I ONS ARE IRI COMPLIANCE WITH THE 19Sfl EDITION OF THE UB S I GN -_ _ ,q Z - _ •- -------- --- ----- DATE ----- FRA1,0:' L . TYUI':OS, "a= E: 32 �•S4 BUTTE COUNTY BUILDJNG 'TAT LYAMM,RI NG FLT ENG I NEER I Nim SUbJEi_:T : CMU CANT I LEVEE' RETAINING WALLS 5710 CLARK ROAD PARAD I SE, CA BY: FLT DATE: WO JOB NO.: 0407=-5, PROJECT: BETTER BUILDERS CONSTRUCTION SHEET 1 OF 16 5.::E3 ROYAL OAKS DRIVE, OROV I L_LE, CA 9 59SES FREE STANDING CONCRETE MASONRY PROPERTY LINE RETAINING WALLS WITH LEVEL. BACKFILL. CODE 1988 UBC SUPERIMPOSED LOADS: NOME CALCIS PROVIDED FOR: A. 41-0" HIGH WALL - SHEETS 2'& 3 B. 51-4" HIGH WALL - SHEETS 4 P 5 i-. E' --8" HI13FI .WALL - SHEETS S,7 & 8 D. 81-0" HIGH. WALL - SHEETS : 9, iii & 11 E. 91-4" HIHG WALL - SHEETS 12, 13 & 14. CONSTRUCTION DETAILS -. SHEETS 15:& 1E MATERIALS: CONCRETE - ULTIMATE COMPRESS. STRENGTH - f' c =• 2000 PSI '._8 DAYS, CMU - ULTIMATE COMPRESSIVE STRENGTH -- f' m = 1500 P I GROUTED SOLID, NO INSPECTION REMU I RED . , REINFORCING - ASTM A615, GRADE 40, ALLOWABLE SOIL. BEARING PRESSURE - 1500 P :iF , ALLOWABLE - LATEF AL SRS. PRESSURE - 200 PSF, . ` ` FLTENGINEERING PROJECT : BETTER BUILDERS CQNSTRUCTION 5790CLARK ROAD JOB NO : 0407.- 5 ' ' pARACQSE,CA .-.DATE. : j/19900 ' ' ' ` (916)'�872-0254 � . � '�'CALv'S'BY.ALT , ``�./`. ''SHEE''OF'��^ SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL _______________________________________ WALL DESIGNi ' ` ALL .CALCULATIONS ARE IN UNITS/LN. FT. ' GRADE SLOPE RATIO: LEVEL 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): 0 - LIVE LOAD (KIP): 0 OVERALL HEI8HT OF THE WALL - H (FEET): 4 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 3.33 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 EARTHPRESSUR'E Fw (KIP) : 0-17 MOMENT - Mw AFT -KIP): ` 0.18 . AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) . ----------------------------------------------------- Q. 024 5.35 #4 @ 101 . �� ` ' MIN. VERTICAL REINF. - .12 % (IN^2): 01109 MIN. HORIZONTAL REINF. - .08 % (IN -2): 0.073 ' DESIGN REINF. - V � - HORIZONTAL: | EFFECTIVE RATIO OF REINF. - p: " 0.0016 MODULAR RATIO_ n: 40.0 COEFFICIENT - k: 0.303 ACTUAL RATIO OF DISTANCE - j: 0.899 COEFFICIENT - 2/kj: 7.345 ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): 47.38 < 250.00 ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): 3.07 < 20.00 Ell FLT ENGINEERING PROJECT : SETTEE: BUILDERS CONSTRUCTION 5.790. CLAE'K ROAD JOB NO.. n0407,— 5 PARADISE,, CA ...DATE .. : '7/1990 (91U) 872-02541. i_ ALS:: r S SY FLT. SHE E f 3 OF f 6 FOOT I Nim DEST SN DENSITY OF SOIL (PCF): i C C; DENSITY OF i_ ONC ERTE (PCF): 150 OVERTURNING RATIO — MIN: 1.5 — MAX: 2.5, .ALLOW. SOIL BEARING PRESSURE (PSF) : 150 ALLOW. LATERAL BEARING PRESSURE (PSF) : 200 FRICTION COEFFICIENT — Fc: 0.3.5 FOOTING DEPTH (INCHES)-. 8 FOOTING WIDTH — HEEL (INCHES) : 8 — TOE (INCHES): 8 FOOTING KEY — DEPTH & W'I. DTH (I Ni= HE S) : �? — BAVK TO BACK OF. WALL (INCHES) : 0. TOTAL WIDTH OF FOOTING (INCHES): 24 OVERTURNING FORCE — Fo (KIP): o. Z,4 OVERTURNING MOMENT — Mcg (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 c: FT—KIP) : c).76 Ei=:i=ENTRICITY — e (FEET)- 0.15 C ENTR I C MOMENT — Me (FT—KIP): 0. 13 FOOTING AREA — Af c:F'T�2 i : 2.00 SECTION MODULUS — S (FT"3 ): o.67. SOIL PRESSURES — DL ONLY — SPt (PSQ : 63'3.39-< 1500 — SPh (PSQ : 247.13 13 ::> 0 SLIDING RESISTING FORCE —.Fr (KIP) : 0.40 > 0.24 FOOTING — TOE: EARTH PRESSURE @ TOE — Fv (KIP): 0.4E MAX.. MOMENT C TOE — Mt (FT—KIP): 0.20 AREA PEINF. s: IN''•' ? 9 d' (IN) SI7..E `.'•< SPA (IN) 0. 029 4.75 #4 C 82.2 DESIGN TOE REINF.: #4 L 16I PROJECT : BETTER BUILDERS CONSTRUCTION JOSS N0. :. 0407 - 0 ' DATE '. : 7/190) CAL= v S BY : `FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL . WALL DESIGN: ALL G'AL3ULATIONS AKE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF) : SURCHARGE (PSF) : YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENG H OF S_ ONi FETE (PS.I) : ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI) : SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI) : GRAVITY LOAD - DEAD LOAD (K I F') : - LIVE LOAD (KIP) : OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT Or WALL (PEF") : FLT -ENGINEERING 5790 CLARK ROAiv r ARAD I SE, C A (S 16') 872--0 .SHEET OF LEVEL_ 0 0 40 2000 1500 .NO 50. Oo x 5.33 `• 4. 67 7.6 7.6 135, 04 TOTAL.' EARTH PRESSURE Fw (KIP) : 0.33 MOMENT - Mw (FT -KIP): ' 0. `,1 AREA REINF. (IN"2) ld'(IN) SIZE & SPA (IN) --------------------------------------------------------- 0.065 5.35 #4 @ 36.9 MIN. VERTICAL REINF. - .1 % (IN' ) MIN. HORIZONTAL REINF. - .08 % (IN`'' DESIGN REINF. -- VERTICAL: #k4 @ 16 - HORIZONTAL: #4 @ 3' 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 a (KSI) : 0.1013 0.073 o. o c_i ]. 6 40.0 0.303 0. B'3'3 7 345 130.68 < 250.00 ''�PROJECT : BETTER BUILDERS CONSTRUCTION JOBNO. :%4071- 5 _.DATE. ��7/1990 . `. ` . � ' ' CALCIS BY : FLr ' .. ' �' FLT -ENGINEERING .' 5790 CLARK ROAD ' � PARAoISE, CA (916),,8727025-4 ` ' ` EVHEET''�'�� OF` �u ---- _7� 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): 12 FOOTING KEY'- DEPTH ' - BAVK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 32 | OVERTURNINGFORCE - 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 RATIO - SF 2.78 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): FOOTING `- TOE: ' EARTH PRESSURE @ TOE - Fv (KIP):' MA. MOMENT@ TOE - Mt (FT -KIP): AREA REINF. (IN^2) -------------- ___ 'dl(IN) SIZE --------------- & SPA (IN) 0.045 ______________ 8.75 #4 @ 53.5 DESIGN TOE R 1.62 0.29 0.44 2.67 1.19 953.87 < 1500 208.25 > 0 0.74 > 0.48 � - . 0.92 0.58 ' F•LT ENS I AEE& Nl_j .PROJECT : BETTER BUILDERS Cis NSTRUCTION 5790 CLARK ROAD JOB NO. : 0407 -- 5 PARADISE, CA DATE. : 7/1910 (1Q, S72,0254. 'C:ALC' S BY .:: F.LT SHEET: SUBJECT: CONC . MASONRY CANTILEVER RETAINING WALL `WALL .DESIGN:... AL.L CALCULATIONS ARE IN UNITS/L-N, FT. GRADE SLOPE RATIO: LEVEL - SO I L. EOU I VALENT FLUID PRESSURE: (PSF) : 30 SURCHARGE (PSF) : c) YIELD STRENGTH OF REINF. — Fy (KSI) : 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) : 2i 00 ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI) : 1500 SPECIAL AL INSPECTION REQUIRED: NO ALLOW, COMPRESSIVE STRESS OF CMU — Fm (PSI) : 250 , O i .GRAVITY LOAD — DEAD LOAD (KIP); - LIVE LOAD (KIP): c-) OVERALL HEIGHT OF THE WALL — H (FEET) : EA7 C OVERALL. HEIGHT OF THE SOIL — Hr (FEET): E . THICKNESS OF WALL — TOP (INCHES): 74 E — BOTTOM (INCHES): 7.6 GROUTED SOLID — WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF) : 84 TOTAL EARTH PRESSURE — Fw (KIP): 0. 54 MOMENT — Mw (FT—k:: I P) : -1. 08 - AREA REINF. (IN�2) 'd9(IN) SIZE & SPA (IN) --------------------------------------------------- 0.139 5.29 #5 C .2E.7 MIN. VERTICAL REINF. — .12 % (IN''•3) : c7, ici9: MIN. HORIZONTAL REINF, — .08 % (IN'''•'. ): O.P73 DESIGN REINF. — VERTICAL: #5 @ 16 pe *.o � 8� — HORIZONTAL: #5 C 32 EFFECTIVE RATIO OF REINF. — p: 0.0025 5 MODULAR RATIO — n: 4c). i � , C:OEFF I C: I ENT — k:: 0.361. ACTUAL RATIO OF DISTANCE — j : 0 880 COEFFICIENT — 2/k: j: 6.298 ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI) : 243.29 < 250.00 ACTUAL TENSIONAL STRESS OF REINF. - f s (KSI): 11.98 < 2 0. O i ARNEi_ T :.BETTER BUILDERS COiNSf RUQ_ T I ON 5790 . CLARK ROAD -JOB* "NO. : 0407,— 5 PA�f; QD ISE, i_ A DAT7/190.) (91 S) B72-0254 C pLC 9 S BY : 1: -LT SHEET `-.OF OF- /6 HEIGHT FROM TOP OF THE WALL — 1—I2 (FEET): 5. ?S. HEIGHT FROM TOP OF THE SOIL — Hr (FEET): 4.57 THICKNESS OF WALL_ — BOTTOM;_ (INCHES): 7.6 GROUTED SOLID — WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF) : 84 TOTAL EARTH PRESSURE — Fw2 (KIP) : 0.33. � MOMENT. C Hwy . — Mw' (FT—KIP): i � 51. AREA REINF. c: IN'•;) I d l (IN) SIZE & SVA (IN ) --------------------------------------- DESIGN REINF.. — VERTICAL: #4 C 1S FOOTING DESIGN: -------------- DENSITY OF'SOIL c:PC:F): DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO- MIN: 1.5- - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF) : 1500 ALLOW. LATERAL BEARING PRESSURE. (PPF): 200 FRICTION COEFFICIENT — Fc: 0.35 FOOTING DEPTH_(INCHES): 1 FOOTING.WIDTH.--HEEL (INCHES): .4 •- TOE (INCHES): 12 FOOTING KEY — DEPTH & WIDTH (INi :HES): 0 — BAVK TO BACK OF WALL ( I NC:HES) : cD TOTAL WIDTH OF FOOTING (INi=HES): 4q. OVERTURNING FORCE — Fo (k:: I P) : 0.74 .OVERTURNING MOMENT — Mo (FT—KIP): 1.72 TOTAL RESISTING WEIGHT — W (KIP): 2.70 RESISTING MOMENT — Mr (FT—KIP): 5.68 OVERTURNING RATIO — SF 3.31 LVET MOMENT — Mri ( FT—K I P) : 3.96 EiCENTRICITY — c (FEET): 0.37 ECCENTRIC• MOMENT — Mt ' (FT—F : I P) : 0.913 FOOTING AREA — Af (FT -2): 3.E7 SECTION MODULUS — S (FT'''•,^;) : 2-.24- -. 4.SOIL SOILPRESSURES — DL ONLY -- SPt (PSF) : . 1 178.03 :° 1500 -- SPh (PSF) : 295.53 > c i SLIDING RESISTING FORCE — Fr (KIP): 1.15 ;> 0.74 FLT ENG I NEEP: Nff i PROJECT : BETTER BUILDERS CONSTRUCTION 5'79 i CLARK RPAD JC7F'� NO. . 0407 — 5 PARADISE, CA DATE : 7/.1940 916) 072-0154 .` : CALi_ I V B : FLT SHEIT :30' OF j FOOTING — TOE: EARTH PRESSURE L TOL. — Fv (KIP) : MAX. MOMENT @ TOE — Mt (FT—KIP) : 0.74 AREA REINF.: (IN`' 2) --------------------------------------------------- s d9 (IN) SIZE & SPA (IN) . 0.056 X56 8.69 #5 L 64.2 DESIGN TOE REINF.: #k5 @ .lea FOOTIN6 — HEEL: UN I FORM L..OAD @ HEEL — Wv (PLF) : 454.47 PRESS. @ 'TIP DUE TO GRADE SLOPE - SPg (PSF) : 0.00'' PRESS. @ FACE OF WALL — SP f (PSF) : 521.48' MAX. MOMENT @ HEEL — Mh (FT—KIP) : 0.50 .AREA' REINF oA IN`''2) 9 d' (IN) SI'Z'E: & SPA (IN) 0.035 9.75 #4 @ 68.4 DESIGN -HEEL RE I NF .: #4 @ O'er -ALL CALCULATIONS ARE IN.UNITS/LN. FT. GRAD! SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE ( F'SF ): SURCHARGE (F'SF? : 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_ – TOT' (INCHES) : – BOTTOM (INCHES): GROUTED SOLID —WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF) : LEVEL. ;0 o 40 ;=000 1500 NO 250.00 0. c:y 8 7.33 7. 6 11.6 135 133 TOTAL: EARTH PRESSURE Fw (KIP) : 0.81 MOMENT – Mw (FT–KIP): 1.97 AREA REINF. (IN''2) ' d' (IN) SIZE & SPA (IN) ------------------------------------------------------ 0.145 9.29 4*5 @ 25.7 MIN. VERTICAL REINF. — .12 % (IN' 2): MIN. -HORIZONTAL REINF. — .08 `/, (IN"2) : DESIGN REINF. —'VERTICAL: FLT ENGINEERING PROJECT : BETTER BUILDERS CONSTRUCTION 5790 . CLARf : ROAD JOB NO. c:�:}c_� 7. — '[--,AF-:AD I SE., CA DATE : 7/1990 (916i.. 872--0254 COEFFICIENT — k: CALL: s S BY : FLT SHEET :. 9 OF �6 ABJECT: CONC . MASONRY CANTILEVER RETAINING WALL ----------------------------------------- j: WALL DESIGN STRESS OF CMU — fm (PSI): -ALL CALCULATIONS ARE IN.UNITS/LN. FT. GRAD! SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE ( F'SF ): SURCHARGE (F'SF? : 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_ – TOT' (INCHES) : – BOTTOM (INCHES): GROUTED SOLID —WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF) : LEVEL. ;0 o 40 ;=000 1500 NO 250.00 0. c:y 8 7.33 7. 6 11.6 135 133 TOTAL: EARTH PRESSURE Fw (KIP) : 0.81 MOMENT – Mw (FT–KIP): 1.97 AREA REINF. (IN''2) ' d' (IN) SIZE & SPA (IN) ------------------------------------------------------ 0.145 9.29 4*5 @ 25.7 MIN. VERTICAL REINF. — .12 % (IN' 2): MIN. -HORIZONTAL REINF. — .08 `/, (IN"2) : DESIGN REINF. —'VERTICAL: #5 C 16 — HORIZONTAL: #5 @ 3 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 ( ICS I ? : 0.167 0.111 ml 0.0017 40.0 ii. 3o5 0.898 7.3(.-)4 166.74 < 250.00 12.18 < 20.00 FLT- ENCS I NE'L--K Ni PROJECT : BETTER BUILDERS CONSTRUCTION, 5790 CLARK ROAD JOB NO. 0407 - 5 PAF -.-!AD I SE, A DATE. (91E). 872-0254 X254 . ,CALaI: y S- WT AT '''SHEET' . �O OF. .HEIGHT FROM TOP OF THE WALL - H2 (FEET) : G HEIGHT FROM TOP OF THE. SOIL - Hr ' (FEET): 5,33 THICKNESS OF WALL - BOTT'OM2 (INCHES): : 7. S GROUTED SOLID - WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF): 84 TOTAL EARTH PRESSURE - Fw2 (K I F') : 0.43 MOMENT C Hw2 -- Mw2 (FT -KIP) : 0.7E AREA REINF. -CIN 2) l dl (IN) SIZE & SPA (IN) -------------------------------------- 0.097 5.35 #4- - C 24. 8 DESIGN NEINF.. - VERTICAL: #4 C 16 FOOTING DESIGN: ..DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PC:F 7 : 150 OVERTURNING RATIO - MIN: 1.5- ,0.- - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF) : 1500 ALLOW. LATERAL BEARING PRESSURE (PSF) : 20o FRICTION COEFFICIENT - Fc: 0.35 FOOTINGS DEPTH (INCHES): 1 FOOTING WIDTH - HEEL c: INCHES) : 30 - TOE ( INCHES): 12 FOOTING KEY - DEPTH & WIDTH (INi_HES): o - BAVK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): J4 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,,RATI0,- SF 3,47 NEV 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 SOIL PRESSURES - DL ONLY - SPt (PSF) : 1449.47 <. 1500 0 - S h (PSF) : 332.44 > C) SLIDING RESISTING FORCE — Fr (KIP): . 1 . (:0 > 1.04 . � �PROJECT' : BETTER BUILDERS CONSTRUCTION JOB NO. : 0401 - 5� DATE : 7/1990 'CALCIS BY : FLT . . � FOOTING - TOE:' EARTH PRESSURE @ TOE - Fv (KIP): 1.52 MAXi MOMENT @ TOE - Mt (FT -KIP) : 0.92 ' AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ` --------------------------------------------------- 0. 072 _____________________________-_________________0.072 8.69 #5 @ 51.4 , . DESIGN TOE R ! FOOTING - HEEL: ` ` ' . FL�ENGINEERING ' 5790 CLARK ROAD .PARADISE, CA 016) 872=0254 UNIFORM LOAD @ HEEL - Wv (PLF): 550.56 PRESS. @ TIP DUE TO GRADE SLOPE - SPg (PSF): 0.00 PRESS. @ FACE OF WALL - SPf. (PSF): 661.94 MAX. MOMENT @ HEEL - Mh (FT -KIP): 0.94 AREA REINF. (IN^2) -------------------------- 'dv(IN) SIZE & SPA (IN) ' 0.066 9.75 #4 _------ @ 36.6 - DESIGN HEEL |' ' | ` ' b'SHEET OF 16 � � .` FLT ENGINEERING PROJECT : BETTER BUILDERS CONSTRUCTION . 5790 CLARK ROAD .JOB`NO. :�0407 - 5 ` ' `� PARADISE, `CA DATE �7/1990 � '� ', (916) , 872-0254 '^� ` ' ' CALC' S BY : FLT . ` �.�� � SHEET OF f� SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL ' ' ^ ` WALL'D�� � FSIGN�,� ' ' r-----------. � ALL CALCULATIONS ARE IN UNITS/LN. FT. ` . GRADE SLOPE RATIO: 'LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGEAPSF): 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' ' OVERALL HEIGHT OF THE WALL - H (FEET): ` 9.33 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 8.67 THICKNESS OF WALL - TOP (INCHES): 7.6 - BOTTOM (INCHES): ` 11.6 GROUTED SOLID - WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF): 133 TOTAL EARTH PRESSURE Fw (KIP): ' 1.13 MOMENT - Mw (FT -KIP): 3.26- AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) _-______-_______________-___________-___________ ' ` ` 0.239 9.29 #5 @ 15.5 MIN. VERTICAL REINF. - .12 % (IN^2): 0.17 MIN. HORIZONTAL REINF. - .08 % (IN^2): 0.111 DESIGN REINF. - V HORIZONTAL: #5 � _- EFFECTIVE RATIO OF REINF. - p: � , 0.0033 MODULAR RATIO -' n: 40.0 COEFFICIENT - k: 0.400 ACTUAL RATIO OF DISTANCE - j: 0.867" COEFFICIENT - 2/kj: 5.765 ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): 217.80 < *50.00 ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): 10.45 < 20.00 5 ' PROJECT :'BETTER BUILDERS CONSTRUCTION . ' JOB NO. : 0407— 5 ' DATE : 7/1990 ' `CALC'S BY : AT ' HEIGHT FROM TOP -OF THE WALL - H2 (FEET): HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): THICKNESS OF WALL - BOTTOM2 (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): ' TOTAL EARTH PRESSURE - Fw2 (KIP): 'MOMENT @ HwQ - Mu2 (FT -KIP): AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) 0.097 5.35 #4 @ 24.8 .DESIGN REINF� | � 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: FOOTING DEPTH (INCHES): FOOTING WIDTH - HEEL (INCHES): - TOE (INCHES): FOOTING KEY - DEPTH & WIDTH (INCHES): - BAVK TO BACK OF WALL (INCHES): TOTAL WIDTH OF FOOTING (INCHES): 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): FLT ENGINEERING ` `�� � 57g0CLARK ROAD PARADISE, CA (91E) -872-0254 � SHEET' /�� OF . 6 � � 5.33' 7.6y: 135 � 84 ' 0.43 0.76 100 150 1.5- 2.5 1500 200 0.35 12 54 12 0 0 78 � 1.40V . 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 FLT EN6INEaR!N;.. PROJECT . BETTER EJiLLLrS CONSTRUCTION 5760 :LfFROAD .. ,.. . V ALS:: y S BY . F: L T FOO f I NS - TOE_ e TOS-_. _ i_..v (KIP); •h'iAX.. MOMENT TOE:. — Mt .(.F T -K IF' 0.99 . :-AREA REINF. (.fN"2) --------------------------------------------- `dl ( .N) SIZE .. SRA (.IN) 0. 07B, 8.69 05 @ 4E; DESIGN TOE RE I NK . #5 -0 F_Ci&IN -•• HEEL; UNIFORM LOAD 0 HEEL - Wv (PL.1 ., 426.67 PRESS. 0 TIF' DUE TO GRADE SLOPE PE `.-::3f" g (P4;F) i 0.00 PRESS. @ FACE OF WALL --• SF' f (Pt.SF) -. C:,56. 87 .. NiAX% MOMENT (� HEEL -- Mh (FT --K I F').0 1.93 %AF:'EAjINf . (:IN`''•'2i °dy (:IN) SIZE & SPA (:IN 0. 1.5;.� 9.75 #4 @ 17.7. ilESIGN HEE=L F:E.INF. ,. #4 r 16 SEE NOTA *4 CONT /Ae, "'CeY 3 "CG FAQ -� a P PERjY G /NE WhHeleF OCCURS _1f-. vr. & w.fce- A. y��2c��9Z . S. NOTES : /, /1ATEre/AG DSS/G.tf C,C�/TFie/.4 PFie sf/EET /. 2. ACL CEG G S SHAG L 8 E aloPO!/74FO SOC /O, 3, GAS ALL BAR D/r4, Oolz' ev'rlfl 1, it. / r� NeFe" /7OLes aw 2 vDEFP lvcrfP ,se OTS e 6 O F LSU (EHOMMENOM 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 BY..... G.T........... DATE .....�/ � SUUBJECT�{...`'............ ........ _CA�IT/LEYER�I ....._. SHEET NO...._/6..... OF....�6...... CNKO.BY_................... DATE....................._ / .. %!TI�VI G.... �QGG. T IL....F�ie JOB NO. .... 07'�. ......... aErrele ;e 41r4D6�;es Co vsr O,POYi« E C, . eRe0Pdr1e7y Or wf/EieE OCC C/.RS j�//V/S/� GR•4DE 1 + E�fRTi'>' OR frORir� ryP2 T/FS /E o • c,� TYP q ► camr, //P xFr-, c D, f -*.3-e a o. c. e k/,464 E, SES' it/Orer 'fig 2G'GR, N.4TUR.4G GR.4, `¢ co 3e �o,c . e 'o' s - 3 'V"&AR a 2 - #g co vrrrP . FESS/1 f TY CloiVT colvc, '=TG, <11% #� CONT, e E, No. 3 nR'i OZ. sf9l CIO- N.TS. NOTES ; /, Im rewm 4 f I DESl" Cw'/TFiem Sf/Ee-T /. 2. ACL CEGLS Sf/.4LG BE SOL/o, J. 4,41P' AL G ,eemll=, ¢O a4R 0/,4. OR g, / FEf NOL FS O,P 2 EFP /yc l� SCOTS 'f IF LSV C MOMISERDM 5790 CLARK RD., PARADISE, CA. 95969 (916)872-0254 STRUCTURAL CALCULATIONS FOR CONCRETE MASONRY CANTILEVER RETAINING WALL BETTER BUILDERS CONSTRUCTION -5263.ROYAL OAKS DRIVE OROVILLE, CA 95966 CALCULATIONS ARE IN COMPLIANCE WITH THE 1988 EDITION OF THE UBC SIGNED v ---"- °'- - DATE -- ----------- FRANK L. TYUKOS, RCE 32434 F L T ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 (916) 872-0254 ' SUBJECT: CMU CANTILEVER RETAINING WALL BY: FLT DATE: 8/90 JOB NO.: 0712 PROJECT: BETTER BUILDERS CONSTRUCTION 5263 ROYAL OAKS DRIVE, OROVILLE, CA 95966 DESIGN_CRITERIM FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA, SHEET 1 OF 5 STUD WALL, ROOF AND FLOOR ARE SUPPORTED BY MASONRY CANTILEVER RETAINING WALL FOUNDATIONS. CODE 1988 UBC SUPERIMPOSED LOADS: MIN. DL. = .010 x (3+8) = .11 k/l MAX. LL. = .016 x 22 + .010 x (22-3) + .050 x 11 = 1.09 k/l LOADING PER ABOVE IS CRITICAL FOR BOTH - BERING (INCLUDES DL+LL) AND SLIDING RESISTANCE (MIN. DL ONLY), MAX. LL - ROOF LL + ADD'L LIGHT ROOF DL + FLOOR DL+LL - - CALCIS PROVIDED FOR: 10''~0" HIGH WALL - SHEETS 2,3 & 4 CONSTRUCTION DETAIL - SHEET 5 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. : 0712 DATE : 8/1990' 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 (INCHES): - 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) 'dl(IN) SIZE & SPA (IN) --------------------------------------------------- 0.268 9.29 #5 @ 13.9 MIN. VERTICAL REINF. - .12 % (IN^2): MIN. HORIZONTAL REINF. - .08 % (IN^2): DESIGN REINF. COMBINED STRESSES @ WALL: ' EFFECTIVE RATIO OF REINF. - p: MODULAR RATIO - n: COEFFICIENT - k: ACTUAL RATIO OF DISTANCE COEFFICIENT - 2/kj: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET OF I IF LEVEL 30 0 40 2000 1500 NO 250.00 .11 1.09 10 9 7.6 11.6 135 133 1.22 3.65 0.167 0.111 1.15 < 1.0 0.0033 40.0 0.400 0.867 5.765 243.62 < 250.00 11.69 < 20.00 - , ^ PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0712 . � DATE : 8/1990 CALCIS BY : FLT HEIGHT FROM TOP OF THE WALL - H2 (FEET): HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): THICKNESS OF WALL - BOTTOM2 (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw2 (KIP): MOMENT @ Hw2 - Mw2 (FT -KIP): AREA REINF. (IN^2) ________________________________________________ 'dl(IN) , SIZE & SPA (IN) 0.138 5.35 #4 @ 17.4 DESIGN REINF. - 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: FOOTING DEPTH (INCHES):. FOOTING WIDTH— HEEL (INCHES): - TOE (INCHES): FOOTING KEY - DEPTH & WIDTH (INCHES): - BACK TO BACK OF WALL (INCHES): TOTAL WIDTH OF FOOTING (INCHES): OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT -2) - SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET .3OF v /_ 7 6 7.6 135 84 0.54 1.08 100 150 1.5 2.5 1500 200 0.35 12 12 36 15 0 60 1.50 5.00 3.84 13.97 2'79 8.97 0.16 0.63 5.00 4.17 918.50 < 1500 617.38 > 0 879.26 < 1500 1092.62 > 0 SLIDING RESISTING FORCE - Fr (KIP): 2.36 > 1.50 PROJECT o BETTER PU I LDL --RS CONSTRUCTION JOE NO. 0712 DATE . S%19_0! '_ AUC `, S BY . FLT FOOTING — TOE EARTH PRESSURE @ TOE — Fv (KIR) 2.61 MAX. MOMENT @ TOE — Mt (FT—KIR): 4.29 AREA REINF. (IN�2) ydy (IN) SIZE °< SRA (IN) ---------------------------------------------------- 0.337 8.69 #c @ 11 DESIGN TOE REINF.: ##5 @ e FOOTING — HEEL: UNIFORM LOAD @ HEEL — Wv (PLF)e PRESS. @ T I R DUE TO GRADE SLOPE — SRq_ (RSF ) PRESS. @ FACE OF WALL — SR f (RSF ) MAX. MOMENT @ HEEL_ — Mh (FT—KIP): AREA REINF. (IN'"2) y dy (IN) SIZE & SRA (IN) ----------------------------------------------------- 0.014. 9.75 #4 @ 171.1. DESIGN HEEL REINF.: #4 @ 16 432.6:. 0. iii; 70. 26 0.20 FLT ENG I NEER I 13 0790 CLARK ROAD PARADISE, CA ( 916) 872 -0201 - SHEET 72-0 _.._ 1 - SHEET OF CItNTILGcv DATE ce /?o SUSJECT--c 6z> SHEET NO . . .... OF C H K 0. B DATE JOB MO. 0 71e 3 "Cl- C54R C0-117,- CONC. /=7-G. CONT. . %6-Z 0 '/ CA.Vi"IL �Zif - 4f �2P .. /�ff 714 1&-L,(Z(g JVX *� IV, T- s - ���q/Q Z- '' e -lep/ J, 4,4,P,444 A-ell1l=, 40.614,e A01,1f, o 0-54 '�VIM 5t. 4 1� /= ro /'v 4 01-'.101cX11-1 lPpoc& Z-// /112T. IF LU 'EMOHMEROM 5790 CLARK RD., PARADISE. CA- 95969 (916) 872-0254 a S� RESIDENTIAL 69-47-71 92-519 BPEM E. HUTTON, Michael 5 Hill Dr, Oroville cont: Better Builders (new sf ) z r FT 7. OFFICE COPY '? Address �"I ► 'l I "o GAS Meter By ���"" Date M� r JOB FINALED (Dat 0\-V Signature iiL�. J=OK -O = Not OK Not = Not Ready -MOBILE , MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / P L" ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card 6-1 Date Card B-1 s. 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 X MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #"y 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-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 Lghti. _ Boxes-Enclosu res- 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 Rudy RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.- " Ftg. Depth 3. Ftg., arage; Soils-Steel-Elec rn 7/" Ftg. Depth 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 4 16. Insulation Date o, L Card B-1 IV 00 Date Card B-1 Date /S rjL.Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except #'s 16.ater Htr.: Vent -Access -Combustion Air -Baffle --- koK.ANater Pipe; Test & Anchor -Nail Protection ----- ---- ---- _ Test -Fittings & Anchor -Nail Protection -- --19.-Shower Pan; Test. First Floor -Tub Access ------ - ---- 20. Test Tub & Shower. Second Floor -Tub Access ---- 216-Ripe_Size & Anchors -------- -- --- - - ------ ------ - - ---- Date f an - d B-1 Date Card B-1 ----- -- - " ----------------------------------------------------- y Date , rd B-1 Date Card B-1 Date LECTRICAL (Permit) OK except #'s -- - 22. fixture & Transformer Clearance -Ins. Protection --- - let.. Receptacles Spacing -Lights & Switches at Doors - - --------------tacies----------------------------------- ,4' Size Boxes & No. of Conductors -Stapled ---------- 1,15 Romex Installed Close to Edge of Studs & C.J. ------------ made- 6. Equip_Ground up w/Mech. Fastners-Bond Gas & Water -- ;----------------------------- `W'7. - - ----- _ `W7. 2 Appliance Circuts in Kitchen & Conductor Size/GFI -------------------------------------------------------- 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size ! ! ga. Cu or AI - 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral E)Yes ❑ No ------------------------- ----------- - - ----- - 30. Service -Riser Conductors & Ground -Main Disconnect ------------- ------------------------------------ 31. Equip. Clearances Panels-Motors-Mech. Equip. ---------------------------------------------- ---------------- Clothes Closet Light -Shower Light -Spa Light ---------- ------------ 3. Smoke Detector ---------------------------------------------------------------------------------- -------- - -- --------------------------------------------------- Date % Card B-1 Date Card B-1 ------- `1�------------------'- ------------------------ -- - - ------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 3 . A.C. Ducts Insulation & Support ------------ -- - -- ---- ------------------------------------------------------ 3 enExhaust above insulation Condensate Drain & Overflow: Size & Grade ------------ ------ ----`--------------------------- _ Fu ante -Vent: Access -Comb. Air -Return Air Vent -115 outlet --- ----- ---- ------------ --- ------------------ --- - - -- - --- --- - - _ Attic Access & Platform if Fur----- in Attic ------------------------------------------------------------------------------------ ---------------------------------- --- Date , Card B-1 Date Card B_1 ---- Y ------- ----------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s s. Proper Material & Anchors - - IIs Studs -Nailing Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor Nailing -- - -- - -- ------------------------------------- - --- - -- - - -- ---- --------------- ------------------------- Draft Stop in Walls (rat proof) ---------- e- -- - -- - - - - - ---- -- ---- 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub ------------- -------------------------------------------------------- 1 y,Y Headers & Beam -Size & Bearing .L, Date FRAMING (Continued) ---- Hangers -Post Caps -Anchors -Connectors -Ing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. ireplace Ties or Type A Flue -Fireplace Throat clearance ttic Access: Size & Romex Protection -Draft Stop -Ins. Baffles _ 444Y'-Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions u_. Garage Fire Protection Framing ---_ ,5J__I.r4perty Line Firewall & Openings Doors -One 3' -Check Garage -3rd Story, 2 Exits (,53 Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection plywood on f Overhang -Attic Vents -Rafter Outriggers ----------- ----//= -- br Sidi ailing Veneer f-51-1-tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57 Glazing Area -Glass Protection -Skylights -Plastic Shear Walls: Nailing -Bolts JA �Z59. Insulation a Ceilings (y 60. Infiltration -Walls -Windows --------------------- Date -Zz Z Card B-1 �/dt/ _ Date Date -7. 1,7 -GJ 2 -Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s _ 6�1f� t. reps Door & Sidelight Protection -Landings ------ --- 8a' S oke_D_etector Furnace: Vents -Clearance -Comb. Air -Connector - On Gnrngg Floor-Ducts-Mech. Protection Bedroom Exiting 65. F.I. & Bath Fixtures & Tub Access - c. Trim & Subpanel: Breaker Sizes & Labels /keirs & Rails ------------ 88! ep ce or Stove: Clearances -Heath c. Outlets at Wood Panel: Int. & Ext. - --- _ /Iyr'Fixt & Appliance; Grnd.-Air Gap -Cooking Clearance Q� ec Outlets & Receptacles at Kit. Counter -- -- ------------- _ Garage Fire Door; Swing -Land ing-C ser --- - - A3 Duct in GYara9 �rppEr Wtr. Htr Vents -Clearance -Comb. Air -Connector -P. .V. 49-Gaswe e: Above Floor-Mech. Protection ----------P� Ele_c. & Mech. Equip. Listed for Location -- aB!_EI_ ce Reptacles in Garage: (G.F.I.)-Romex Protection --- 7 Insulation -Foam -Looked in Attic ❑ Yes 78 Guard Rails & Deck Construction -Post Caps - - --- -? -Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth earance Looked under Floor - ❑ Yes Following instld.: Drive ❑ Yes O -No: Walks ❑ Yes P ters ❑Yes �fd1 0 __ __ Po"Stucco: Brown -F 82. A .Unit Disconnect, lectrical, lumbing Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance too Openings _ - Well: Disconnect, Electrical, Plumbing ::)4d xte --Trim; G.F.I. Receptacle -Underground - ----- �,- Sb. entilation Throughout House - ------------� -- lass Protection --- - --- orrect ns from Previous In�s�pe �tio-n ------------j----j as Test -Meters Tagged; Gal-Eleckic- ater & Sewer Connected -C/O to Grade -HD Approval - - Energy -Compliance Certificate_ Other Certificates --- Da-tei - -p� - - --- -- --- -- ate9�'` and B-1 - -Date --- _ Card B-1 Date _ ___________Card_B-1 __ _ Date Card B-1 T Date Card B-1 Date Card B-1 Comments at Final: ------------------ C ER�YIFI� OF `\1\)TE OF TIMg�, INny �z. ... .,. � � .. ZaAI 0 Z CONFORMANCE HE UNDERSIGNED MA NUFA C TURER HEREB Y CER TIF/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, Os non , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau, The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code, JOB NAME:' JOB LOCATION: Raridi ng_ CA CUSTOMER'S ORDER No. 14167__ DATE 5Z7/87 MFGR'S ORDER NO, 13766 Members have also been manufactured to the more restrictive orovi cions of P.S. /S S6/-73. SIGNATURE � �e `'1i UG.'Ld� fie'"`� COMPANY Riddle Laminators l TITLE Qllall .fir Lnn .rnl ADDRESS Riddle OR 1 DATE 5Z20/87 AI TC HEREB Y CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect al 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 Cerlilic,3le No. 37122 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION p SAW"KLI I Vn 8R' C 1983 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION Owner: Permit No. ENERGY CERT IF ICAT ION LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF Material Thickness(inches) EXTERIOR WALL Material ex /O Thickness(inches) CEILING Batt or Blanket Type Thickness(inches) Loose Fill Type Minimum Thickness(Inches) Area covered(ft.2) FLOOR, ELEVATED / Material &�o f4�2 Thickness(inches) FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL Material TAckness(inches) Brand Name Thermal Resistance (R Value.) Brand Name Thermal Resistance(R Value) y Brand Name erloir', Thermal Resistance(R Value) _3E? Brand Name Number of Bags Wt. per bag lb. Thermal Resistance(R Value) Brand Name e tol-.ff Thermal Resistance(R Value) R -/.Z Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building in conformance with the State of California Energy Requirements. FI /OWNER STATE CONTRACTOR'S LICENSE NO. SIGNATUR OF NSTALLATION APPLICATOR DATE I hereby certify the above insulation and all required items as shown on the Building Department approved plpns and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. FIRM NAME/OWNER (Please print) SIGNATU0 GENERAL CONTRACTOR/OWNER 91..3= STATE CONTRACTOR'S LICENSE NO. DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 SOLD TO: ❑ YES ❑ NO i3= MEEKS BU/LD/NG CENTER 1100 E. 20th. ST. / P.O. BOX 689 CHICO, CA. 95928 CHICO, CA. 95927 (916) 342-1886 STATEMENT COPY/ CASH SALE RV CEII r-CASHl CHECK . . 1 B.C. 1 COD f: f .f f:'.' f:' MA ill 14CC:-1 . 7 / �i::i ROYAL 0AK` DR I VI_ AROVII-f-E., CA Customer Code Sequence No. StoreS'man. No. !35/ 11 /`lam Written - Oper: No. ze. SHIP TO: (SAME AS SOLD TO UNLESS NOTED BELOW) 'ETTEh Et LL!ES': .J—HIJTTi! HILLDR ORO :-C:O:D:Amount , .263 ROYAL OAKS DR j !ROV I LLE ► CA 95?66 Date Wanted Transaction Date StoreS'man. No. !35/ 11 /`lam Written - Oper: No. ze. EXTENSION �`.C! _ ;_:'• :.: Date Wanted Date Delivered ; "', 05/ 11 / i1 !35/ 11 /`lam ITEM NUMBER DUAN. ORD. DUAN. SHPD. DESCRIPTION . UNITS PRICE / UNIT EXTENSION �`.C! _ ;_:'• :.: ::; 1 /, y,• i. ' �4F--V11 S-I�Ef C CAME 28.0f� 45in 4 /LNFT - 1.'4 . ��k� _ 1%101 1/1$ t� �aE..; �� •5--x/�. X is 74f=-- V4 1,T D GAME 161.00 6.6:31 /LNFT 1 1 1.3.8 _ 12!14 - — _ r -fl-,EFOf_L_t14.ING 6X6 IS F011C: .FXF'_- 6t520F1 . 1 «,� 2 6X6--.-243 #1 8: --BTR :DF S4S.. --120.00 935.00fl/MSF - 112.2-_ IS18F, 1 d 1 6 X 6 18 #I °: h`fft Ilf= c:4�: 54.00 9 5.000/11BFT 50.49" 6616F1 1 V 6X64 -'16--#1 & 1! TR . Di= S4S - 48.00 935.000/MBF 44.8 Fr1%t i. 1 . L.X6 12 11. f DF \:4r_. JJ.f3�! 9:35.0004/MBF,9:35.0004/MBF,}.} .rr6� 66fr'f=1. 5 :7. 6X 6 8 # 1 K YTR JIF S4 y 120.1)1 935.0f30/MB T -' 112.20 _ 8 2 MPORTANT: ALL MERCHANDISE RETURNED SUBJECT TO A RESTOCKING CHARGE. SUB -TOTAL TAX % AMTAX OUNT 1591 .27 .00 725 115.41 1707.28 SEE REVERSE SIDE FOR TERMS & CONDITIONS. UA It: - - _- CERyi,FICATE-OF \1\�TE OF TIM, AI o 7 CONFORMANCE 1HE UNDERSIGNED MANUFACTURER HEREB Y.'`CERI TIF/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, Orecion -,which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code, JOB NAME:' JOB LOCATION: _ 8nHHinn- CA CUSTOMER'S ORDER NO. _ 14167 pgrE787 MFGR'S ORDER N0. 13766 Members have also been manufactured to the amore restrictive provisions o f�P.S_ 566--773. SIGNATURE u�e�7 �x "L4`� ��' `� COMPANY Riddle Laminators r TITHE 011al i tv Lon .rnl ADORESS Riddle OR 1 DATE __��OA7 A/TC HEREBY CERT/FIE--S that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect aI 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 Cei-li/ir,31P No.A 371.» AMERICAN INSTITUTE OF TIMBER CONSTRUCTION 11 np SAtf� k�1 1 �R. CS 1903 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION COUNTY OF BUTTE fY DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 Aj. 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE ,� I u`rTD, - �,z-S� WNER PERMI NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at { Y 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. VER T- 1 AZ Date w ` - 7 ---Inspector 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 O NE ; 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 contacyihis office immediately. r (b kel c-0 _ JL& 11 r .'— . •- �1 (-\I 1~ l 'i- QVI l' 0 C'..2 r" lW 2 L.e 2/ Date _ REV 11/91 Inspector 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 �n�— PERMrr 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. V y J - e do �f �Ja .a� Q'• 4V �!� f IM l�. w► u �- 1 � ✓Ya . K w� � Date f/ -21 - ''SZ Inspector REV 11/81 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 -s 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. o w, Date s Inspector ��----� REV 1118 J COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS r 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 I,[0a 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. Ff you have any questions pertaining to this matter, or need additional explanation, please coact this office immediately. z'oiitd0r—� Date Inspector REV 11/81 S 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 W. IM0 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. 4pc S? Ci llC n L` Datedli , Inspector 4- . REV 11/ 1 / ,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 LA- 4 1 -A A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. e Date �,, Inspector _ REV 11/81 / COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 t 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at !"n 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, a please contact this office immediately. w 1,S 4 C L GJ d1 v Y - r[ A i � tit Date % 2— Inspector ��-- - REV 11/91 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, 6alifornia 95965 - Telephone: 916.`538-7541 APPLICATION AND PERMIT PERMIT NCO.. �`--� ASSESSOR PARCEL NUMBLY -R- - ZONING BUILDING PERMIT l� OWNER TELEPHONE SO, FT. OCC. BUILDING V ATION 2279 R 116,229 OWNER'S MAILING ADDRESS 11 HIGHLANDS . 1433 U 42,990 CONTRACTOR'S NAME TELEPHONE 840 M 15,120 CONTRACTOR'S MAILING ADDRESS ROYAL OAKS DRIVE OROVILLE 1184 C 15,392 Fireplace "A" 1,500 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 191.231 LENDER'S MAILING ADDRESS Filing Fee 1 $ 15.00 Permit Fee $ 919.50 ARCHITECT OR ENGINEER FRANK TYUKOS LICENSE NO. 32434 Plan Checking Fee $ 459.75 ARCHITECT OR ENGINEER'S MAILING ADDRESS Ener Plan Checking Fee Energy 9 A 20.00 $ Penalty $ BUILDING ADDRESS RHILL DRIVE OROVILLE Permit fee $ 1414.25 PLUMBING PERMIT Filing Fee 1E.00 Each Trap 19 5.00 Solar or heat pump water heater 20.00 LOT NO. I SUBDIVISION NAME �Rt�YrL�;ND- 3- PARCEL P_VA - - er piping 7.00 7.00 1 Each qas water heater or vent 7.00 USE OF STRUCTURE SF 0 Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G W @ 15.00 TYPE OF WORK New Addition Remodel❑ Utilities❑ Installation❑ Other ❑ Describe work: qF R RTIRM Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee -5.00 Main service 200A OR LESS 8.50 Main service 20CATO1000A1 #37.50 CONTRACTORS LICENSE LAW I declare uDdeT penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Woe my license is in full ce and effect. License No. Cp Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.&\ OR ACDNS. ACC. BLOGS. I 3.SC.3 NEW CON STR ULTI.OUT LET NON RES BRANCH CIRC ITS @ 5.00 POWER APPARATUS a (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 764 Ex. Occup. OUTLETS iRESID 1REA.1 I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 192.80 - WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): 0 Th 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 1 15.00 Heating 9 .00 Cooling 4 T & 2 T 25.50 Hood 6.50 Ventilation 4 4.50 1:3.00 Permit Fee $ 74.00 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, ju m nts, costs, and expenses which may in any way accrue agains id Co ft, the granting of this permit. Date a� 9� Signature of Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ , c �YPE TOTAL FEES 1833.05 HAz ID FE IMP FL coF PAR PD HrISSU This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees E TOR F PUBLIC By kr PE EXPIRES Date applicable provi- resolutions to do I have been paid. WORKS Dateg-21-:9, Receipt No. 11pn _na /1 1 (1(11 q_RO S RAL ANCT WHITE-O.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDEN ROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - OrovIIIe, California 95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT i�(/2";/ PERMIT NO. 9'2- 5/ % ASSE33OR PAF4CEL NUMBER -'Y - � : ZONI G BUILDING PERMIT OWNER � f�ff"aN TELEPHONE SO. FT. OCC. BUILDING VALUATION OwN MAI I1NG ADDRESS �� N 114 Aa Q 41Z, 9 Cl CONTR TORTS NAME �, ,�(� TELEPHONE Ls?y �), n O OC CONTRACTOR'S MAI ING AODRESS.13 2- 6,1 KS �� Fireplace 11 r� CONSTRUCTION LENCFJR UNKNOWN Total Valuation $ Filing Fee $ 15.00 LENDER'S MAILING ADDRESS - Permit Fee $ , ARCHITE OR,ENGINEERIK- I� _ K LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ O,UD ARCHITECT OR ENGI EE 'S MAILING ADDRESS Penalty $ BUILDING ADDRESS f Permit fee $1q15 r PLUMBING PERMIT Filing Fee 15.00 j Each Trap /5 5.00j -75 -OO 1 Solar or heat pump water heater 20.00 LOT NO. .'/ � SUBDIVISION NAME r( PARCEL MAq Lo v -'T..• , � 3 - 3i Water piping 7.0017.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF(2!T Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer J 15.00 57.0(> Mobile Home I S FG W 1 15.00 TYPE OF WORK NeA_ Addition ❑�Remade IC tilities❑ Installation❑ Other ❑ Describe work: i' Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600VORLESS 50 f� 200A OR LESS 18. Main service 20CATO IOOOAI 37.501 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) I am exempt under Sec. Business and Professions Code for this reason NEW OR AODNS. CONST. ACC. SLOGS. // ( DWELLING OCCUPM 3.54sq.ft.%S NEW CONSTR. r ULTI.OUTIET @ 5 OOI NON -REBID BRANCH CIRC ITS /POWER APPARATUS el \SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 120 75a RA OCCUp. FIXEDAPPLNS IRE Temporary service 15.00 Mobile Home Facilities 1 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ 1shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 15.00 Heating Z .V Cooling L Z o25.50 Hood 6.50 G. Ventilation L( J4. go ) R -0c Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County or Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnity 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 05HA permit is required For excavations ave. 0" ep and demolition or construct. .on of structures over 3 stories .n height. ��/�% t Receipt No. oU f Mobile Home Installation Fee $ Ener Inspection Fee $ vo Energy P Q c CONS T PE TOTAL E $ 3 J I HAz DFEES IMP "-' FL?COF PARC�1 PO MD '^-�j�/ ssU� This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By _ Date PERMIT EXPIRES Date 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. OWNER /' 1&ewAl A P. No. 7 Proposed Building Use %5_4r S� j� Building Inspector Date / ^� At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted..................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form.......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non-Heated and AC Buildings .. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions . 10. Fees of $ 1�0 _........................................... 11. Chico Urban Area fees paid ........................................ 12. Park fees paid................................. 13. 0,44���� School District fees paid .............. 14. Sanitation approval from OAWQI110— 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) Z/ZZ/& 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 ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signaty* authorization . ............................... 26. 5 her ; F f-S e5 / j f �j �i i Z n ypu issue the permit, process as follows: Mail to caner. Mail to contractor. Telephone 5_c�-257 and hold for pickup at d office. Deliver w/inspector, Other Applicant L�.Date Copy of of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date _ Copy of plans sent Health Dept. Fire Dept. Other Date By 4~ The following data must be subm' to perm' issuance: (Circle new item not checked above). � 1. Index permit for above item /N 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone---nail—counter by .date Contractor, designer, owner, was advised of above required data by—phone—mall counter by date Plans checked by Date Plans approved byL� Date-27-9cG Sets of plans on hold in File cabinet AP folder 'Copy—DPW TO: Building Department FROM: Encroachment Permit Section RE: Clearance 0; owner location AP # Driveway permit /1-", ""ez6l has been issued for the above property. n b 'R V7L- ign>6re date To , Buildina Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewaqe Disposal Water Supply Fold final for: Final clearance O.K. for: Clearance for bedroom ma$414 home. NOTE * * * Water Supply Water Supply Other eA-,!A � Colo ,1�iga, Sanitarian Date 0 BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form per Building) A.P. Number0-1/7-7/ Building Department No. School District /�C/ '<� City County Jurisdiction Property Owner Project Location/Address Subdivision Lot Number Residential Development 9 Sq. Footage o of Lving MHI Addition (Gro p R) Units Commercial/Industrial: Sq. Footage New Addition (Including Exterior Roofed Areas) Ca Building Departure Representative tDate (Floor Plans reviewed by School District Personnel) Distri Id No. G�Mr School District certifies that _r1'\ (Applicant Name) (Phone Number) �f 5 (Street -Address) Y, e -u (City) (State) ( Zip.. Code') has complied with the requirements of Resolution No. gni-q o -0(0 "� by the payment of $ 10-7 representing $ square feet. 34=. 01 01 ma c,! 3- �hoolZistrict Representative Date PAID BY CHECK NO. REMARKS: Re�yus�✓ ts� (1n,�av /, V " BANK NO PAID BY CASH white -applicant, yellow -building department, pink -school district / SCHOOL.FEE (8/88) RESIDENTIAL PLAN CHECKING GUIDE 8/91 •" (S.F., DUPLEX & MISC. ONLY) c� y� Bldg. Permit # OWNER �2� / A. P. # 6 -7' 47 '7r ' GENERAL Plan Checker 6S oning requirements: (sideyards and number of permitted living units). L: Valuation. �3-'--Plans signed by designer. -4'�_Proper description of work on application. Existing violations on property. tems on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). T. Recorded notice of violation. /PLOT P plete parcel size and dimensions. Setbacks, sideyards, easements, etc. .,3. ---Other buildings or structures. rading, fills, drainage. ' Flood hazard. --6"Special conditions on creation map, (noise, ustible, and foundations). _��FAU & FAS road setback. r CDF, fire sprinklers, non -comb- . -&' Building or utilities across lot lines (Record form). FLOOR PLAN omplete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). 7- Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, kitchen, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for main- tenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment. arage firewall, door size, and closer (Sec. 503(d)(3)). 1 - 3'0" exterior exit door (sec. 3304 (f). 2� F'replace and wood stove location, alcoves, and clearance. 3' Smoke detectors (Sec. 1210). "--Plumbing fixtures, water closet clearances and shower size. STRUC' AL DETAILS Standard bracing or engineered design (Table 25V) nusual shape, size, or split level house 'requiring lateral design. Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. ;.'--2Roof 'levations and wall construction details complete enough to construct building construction details complete enough to construct building. -9' ireplace construction details and talcs if necessary. f er ties or bearing ridge beam. arage door or porch header sizes. Stud heights. be soils - special foundation design. Retaining walls requiring design. 4-5-- Special Inspection required. 8/91 RESIDENTIAL'PLAN CHECKING.GUIDE TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). uardrail details (Sec. 1711 & 3306(j). rick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof convering (Chapter 32). Roof covering type - (fire hazard). Foam insulation - protection. _- 36" halls and stairways. Living area over garage - complete 1 -hour separation -required on garage side cluding supporting walls and posts, etc. -Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). ."Attic access and ventilation (Sec. 3205). . Underfloor access and ventilation (Sec. 2516). • ombustion air for fuel burning appliances - L.P.G. requirements. . Noise requirements on duplexes. • Energy design. • lashing at all exterior openings. • CDF responsible area requirements. Vah n September 27, 1988 Mrs:'Edwin•C. Nelson RE: A;P. #69-47-71 16 Apache Circle Oroville, CA 95966 . Dear Mrs. 'Nelson: With reference to the above subject and your letter dated September 20, 1988,this ` office will issue one building. permit on this parcel for a resi- dential structure which complies with all code rquirements, including those of the,Butte.County Health Department. Should you have any questions concerningY this matter, please contact this office. JFG:ahb BUTTE COUNTY (For Action 1, 2, 31, Public Works Dept. (For Information / ) Director Dep. Dir. Sec. Rd. & Br. Mtce. Shop & Yards Bldg. In p. Admin. Design Engr. Bridge Engr. Constr. Engr. Surveys Mapping Tronsp. Land Dev. Drng. /S.I. Sub. & Pcl. Maps Permits Addr. Yours very truly-, William Cheff. Director of Public Works' CAginal signed by .l. F. Glandes J.F. Glander� Chief Building Inspector /" a, . Jt2 &, ' ) (09-47 7� ,Y�, C4"(e a qs91�1�- I _ in ..._.. T /9 N. R. 4 .E. M.D8. M. I 69-47 LE �r .F • yb' o � 43 �►��, e' m� C*o O q Mb. 23 ti\ \ \ r N0. a4c I 38 65 67 68 66 S \ \ f0 pis• or ' �i. Lr sp • 0 3i �: u i 4 1i ©g 10 99.6 q PI.59 , s SB6o/� 32 Oi ® L T7Q^I w .••//Z� 691 8 2.371 AC e 36; r O/ 007AC 6 ..1/ LOT 4• A /15 /.4 ALoi c J 4 6 s�ii Q P ti 6 O2. 494 AC b oma; f Ii�� LOT 6 ��3./B /9 i 6o b 3 /?•FCOj j.3 L \ © L` 6/ ti 'r . S� 34C j Z i p 6y 47 b LOT O JoB O. S i O N . S 67-14'- \ bti � f,� 1 b /5 � T68.73 4 4 r' 7339 AC MYA /o. �Or�� ��b LOT 3 -60 1 LOT 1 9 // 53 v.� M6 /00 ® qry LOT / 54 .z7. M 67° 14'E 64891 �� \ D� fo Sd 7 i'6 Y2i AC O 36 , 4r ,Jt >• .- , :?.4 AC / .0 634 / / B7 AC 40 / 6 0 jS s 34! 45W Z .s 2J6 b ion "Ac X00 _ •J4 -?i Af rsc. Jf _ � -A Ak 'e " N46 146 A essor's Map No. 69-47 AEC OF SURVEY PT. OF L07S 64 6 74 of County Of Butte, Calif. J OW FL UNIT NO 3 ' M .O R. BK ?3 PG 33 46 MA Y /95R A 04 BUTTE COUNTY SCHOOLS DEVE'. (Ona Form A.P. Number(o"�B School Districtl/k���% Property Owner x(/11; .t...,,.-..Y:tiYrb.mK+....... Y •w...r-r�..�.�.: n'c;K�,• 7s :+•: , • DPMENT FEE CERTIFICATION FORM per Building) ilding Department No. City n County Q Jurisdiction Project Location/Address _ _ All/ be 0, o Subdivision ,Lot Number...,, r' Residential Develop �'�, • / U/LOIMG a Sq. Footage 6i of L' PCI ?rving MHI Addition (Group R) fMJ-t s 1 Commercial/ustrial: Sq. Footage ' New Addition (Including Exterior Roofed Areas) Bu' ding Department e esentative Date (Floor Plans rev ewed by School District Personnel) District Id No. School District certifies that Applicant Name Street Address Phone Number ca Xf 6 -� (City) (Stater) (Zip Code) has complied with the requirements of Resolution No. by the paymejit of $ 34 23. 3 g representing 2aZ/ l square feet. School District Represerhtative PAID BY CHECK, NO. REMARKS: BANK NO PAID BY CASH .;2 - 9 Date white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) ro - Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGE14ENT 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 92-013341 to land or included within an area zoned Recorded for agricultural purposes, and residents Official Records of this property may be subject to incon- County of veniences or discomfort arising from the Butte use of agricultural chemicals, including, Candace J. Grubbs but not limited to herbicides, pesticides, Recorder and fertilizers; and from the pursuit 1:23pm 27 -Mar -92 of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. tural zones which have as a priority use for productive within said zones and on adjacent property should be or discomfort from normal, necessary farm operations. 92-13341 I I Rec Fee I Check I I I I I I I PUBL XX 5.00 5.00 1 Butte County has established agricul- agricultural purposes, and residents prepared to accept such inconvenience All 'that real :property "situate in -the County of Butte, State of California, described as follows: q poet;oh of Loi' 61V, Qr'oville Cvyandotte Frail- L&manif- 3� ,,4. p. `(v4 -y7-7/, LocQ7�ed 4-t •S�CYlitie blvd. 4tod 14;11 Dr% Date: 12�/-s PROPERTY OWNERS: State of On this the —/ day of 44g� , 19 2Z, before me, the ) SS. undersigned Notary Public, personally appeared County of e_ ) / W':'&' C%- �Yi1;Chce / r, . • ®®• a . % s **ease* GFS=iC1AL SEALLpersonally known to me. 0 Proved to me on the basis LINA'.AHOFFMM • of satisfactory evidence. NOTARY c,JBLIC-CALIFORNIA o be the person( whose name(e-) S' Pr(nca1_*'-res olnnJ JULY County e ubscribed to the within instrument and acknowledged ged that e . e . o'v a oR ,o • • o ® xecuted the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A.P. No097l' Notary Vublic END OF DOCUMENT CERTIF,IC TE_OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R .. TA Projec Title.......... Project Address........ Documentation Author... Company ................ Telephone .............. Residence for Hutton Skyline Blvd. Oroville Neal Kuopus CALCTECH (916) 589-4219 Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........... 11 Date........ 03/04/92 Building Permit Plan Check Date Field Check Date MICROPAS3 v3.01 File-HUTTONCO 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....... 2192 sf Single Family Detached Front Facing 60 deg (NE) 1 2 Raised Floor Standard BUILDING SHELL INSULATION Component Insul Type R -value Location/Comments Wall �R-2!43 FRONT, BAY, RIGHT, BACK, LEFT Door -0 FRONT ENTRY, TO GARAGE, TO BASEMENT INTERIOR DOOR Wall R-19 TO GARAGE F1oorExt R-19 TO BASEMENT Wall R-11 TO BASEMENT, STUD PARTITION Roof R-38 FLAT CEILING, TILT CEILING Floor R=0 INTERIOR FLOOR GLAZING Glazing Area # of Interior Exterior Framing Orientation (sf) Panes Shading Shading Overhang Type Window Front '(NE) 42 2 DRAPES None Yes Metal Door Front (NE) 3✓2, DRAPES None Yes Wood Window Front (NE) 16� 2 DRAPES None None Metal Window Front (E) 8 2 DRAPES 50% BUG SCREEN Yes Metal Window Right (N) 8 ✓ 2 DRAPES 50% BUG SCREEN Yes Metal Window Right (NW) 34� 2 DRAPES None None Metal Window Back- (W) 7 2 DRAPES 50% BUG SCREEN Yes Metal Window Left (S) 7,1111, 2 DRAPES 50% BUG SCREEN Yes Metal Window Back -(SW) 25 ✓ 2 DRAPES None Yes Metal Window Back= (SW) 253✓ 2 DRAPES 50% BUG SCREEN Yes ..A.Metal Window Left (SE) 12`� 2 DRAPES 50% BUG SCREEN, '2 DRAPES 50% BUG SCREEN No Metal Window Left -�Ietal SO :AQP CERTIFICATE -OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Residence for Hutton Date........ 03/04/92 MICROPAS3 v3.01 File-HUTTONCO Weather-CTZ11 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence Assumed System HeatPump Air Conditioner HeatPump Air Conditioner ASSUMED HVAC SYSTEMS Assumed Duct Efficiency Location ,r8.6 HSPF Attic X12.85 SEER Attic 7.9 HSPF Conditioned 14.90 SEER Conditioned ACTUAL HVAC SYSTEMS Duct R -value R-5.7 R-5.7 R-5.7 R-5.7 System Type Storage, Electric WATER HEATING SYSTEMS Tank Capacity Manufacturer and Model # (gal) (or approved equal) 63.7 STATE TV-66-KRT-2 SPECIAL FEATURES/REMARKS s building incorporate trolled HVAC System. R-5=7 ductli.ns_ulatio.n_re.quired R-19 floor insulation required R-11 wall insulation required at stair to'�basement R-11 wall insulationrequiredmbetween_zones�at_stairmwll Rz19 insulation required at garage wall—I 1�R=-N =i7sulation required at exterior walls per Form 3 R-38 insulation requ_ire.d=in=exterior-`ce:i-kings Dual"pane glazing with metal frames required per elevations Credit not-ta-ken-for�-actual vinyl/low-e/arg.on-glazing U -value HP1: Lennox HP21-411 at 8.6HSPF & 31800Btu/hr,:� HP2: Lennox HP22-21 at 7.9HSPF & 17000Btu/hr. F,C1: Lennox CB21-41 fan/coil at 12.85SEER & 33400Btu/hr. AC2:=Lennox_CBH1-9-2:l=f-an/coil-at=14_=9SEER & 80009!!i /7 . Energy Credits None Actual Output Manufacturer and Model # Actual System Efficiency (Btuh) (or approved equal) Heating REMARKS REMARKS SEE REMARKS Cooling REMARKS NA DUMMY SYSTEM Cooling Coil DUMMY SYSTEM ��A CEC Maximum Output for Gas Central Furnaces: Btuh System Type Storage, Electric WATER HEATING SYSTEMS Tank Capacity Manufacturer and Model # (gal) (or approved equal) 63.7 STATE TV-66-KRT-2 SPECIAL FEATURES/REMARKS s building incorporate trolled HVAC System. R-5=7 ductli.ns_ulatio.n_re.quired R-19 floor insulation required R-11 wall insulation required at stair to'�basement R-11 wall insulationrequiredmbetween_zones�at_stairmwll Rz19 insulation required at garage wall—I 1�R=-N =i7sulation required at exterior walls per Form 3 R-38 insulation requ_ire.d=in=exterior-`ce:i-kings Dual"pane glazing with metal frames required per elevations Credit not-ta-ken-for�-actual vinyl/low-e/arg.on-glazing U -value HP1: Lennox HP21-411 at 8.6HSPF & 31800Btu/hr,:� HP2: Lennox HP22-21 at 7.9HSPF & 17000Btu/hr. F,C1: Lennox CB21-41 fan/coil at 12.85SEER & 33400Btu/hr. AC2:=Lennox_CBH1-9-2:l=f-an/coil-at=14_=9SEER & 80009!!i /7 . Energy Credits None CERTIFICArPE-OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Residence for Hutton Date........ 03/04/92 MICROPAS3 v3.01 File-HUTTONCO Weather-CTZ11 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence 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 Name.... John Starr Company. Better Builders Address. 5263 Royal Oaks Dr. Oroville CA 95966 Phone... (916) 589-2574 License. 323225 Signed (date) DOCUMENTATION AUTHOR Name.... Neal Kuopus Company. CALCTECH Address. Drawer G Feather Falls, CA' 95940 Phone... (916) 589-4219 Signed rY "" 34/got, (date) OWNER Name.... Hutton Company. Address. Phone... Signed (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed (date) COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... Residence for Hutton Date........ 03/04/92 Project Address........ Skyline Blvd. Oroville Documentation Author... Neal Kuopus Company ................ CALCTECH Telephone ...........:.. (916) 589-4219 Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........... 11 Field Check Date MICROPAS3 v3.01 File-HUTTONCO Weather-CTZ11 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence MICROPAS3 ENERGY USE SUMMARY Energy Use Standard. Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 30.66 18.69 11.97 Space Cooling.......... 18.00 12.46 5.54 Water Heating.......... 9.31 17.70 -8.39 Total 57.97 48.85 9.12 *** Building complies *** GENERAL INFORMATION Conditioned Floor Area..... 2192 sf Building Type.. Single Family Detached Building Front Orientation. Front Facing 60 deg (NE) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... ReducedYear Floor Construction Type.... Raised Floor Number of Building Zones... 2 Conditioned Volume......... 19362 cf Footprint Area............. 1565 sf Slab -On -Grade Area......... 0 sf Glazing Percentage......... 20 % of FA Average Ceiling Height..... 8.8 ft BUILDING ZONE INFORMATION Floor Cond- Area Zone Type itioned (sf) Vent Special Volume # of Thermostat Height Vent Area (cf) Units Type (ft) (sf) LIVING Living Yes 1565 14044 SLEEPING Sleeping Yes 627 5318 1.00 LivingStat 0.00 SleepingStat 8.0 n/a 8.0 n/a COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Residence for Hutton Date........ 03/04/92 MICROPAS3 v3.01 File-HUTTONCO 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 LIVING 1 Wall 198 0.048 R-24 60 90 Yes FRONT 2 Door 18 0.330 R-0 60 90 Yes FRONT ENTRY c6c, W. 3 Wall 15 0.048 R-24 105 90 Yes BAY S_rTz=r7_1 CID 4 Wall 15 0.048 R-24 15 90 Yes BAY 11 5 Wall 368 0.048 R-24 330 90 Yes RIGHT It 6 Wall 16 0.048 R-24 285 90 Yes BAY i 7 Wall 16 0.048 R-24 195 90 Yes BAY 8 Wall 198 0.048 R-24 240 90 Yes BACK 9 Wall 252 0.048 R-24 '150 90 Yes LEFT 10 Wall 210 0.065 R-19 60 90 No TO GARAGE EEC, Zia" - 11 Door 18 0.330 R-0 60 90 No TO GARAGE 12 F1oorExt 1565 0.049 R-19 0 0 No TO BASEMENT n 13 Wall 175 0.098 R-11 60 90 No TO BASEMENT 14 Door 17 0.330 R-0 60 90 No TO BASEMENT 15 Roof 522 0.029 R-38 0 0 Yes FLAT CEILING 16 Roof 208 0.029 R-38 60 9 Yes TILT CEILING 17 Roof 208 0.029 R-38 240 9 Yes TILT CEILING �1 SLEEPING 18 Wall 136 0.048 R-24 60 90 Yes FRONT S'M6r? N616 19 Wall 109 0.048 R-24 330 90 Yes RIGHT � 20 Wall 132 0.048 R-24 240 90 Yes BACK 21 Wall 232 0.048 R-24 150 90 Yes LEFT 22 Roof 627 0.029 R-38 0 0 Yes FLAT CEILING _ 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 LIVING 1 Window 20 2 Metal Fixed 0.65 60 90 0.77 DRAPES 0.66 2 Door 3 2 Wood Hinged 0.65 60 90 0.67 DRAPES 0.57 3 Window 16 2 Metal Fixed 0.65 60 90 0.77 DRAPES 0.66 4 Window 22 2 Metal Fixed 0.65 60 90 0.77 DRAPES 0.66 5 Window 8 2 Metal Slider 0.65 105 90 0.77 DRAPES 0.66 6 Window 8 2 Metal Slider 0.65 15 90 0.77 DRAPES 0.66 7 Window 34 2 Metal Fixed 0.65 330 90 0.77 DRAPES 0.66 8 Window 7 2 Metal Slider 0.65 285 90 0.77 DRAPES 0.66 9 Window 7 2 Metal Slider 0.65 195 90 0.77 DRAPES 0.66 10 Window 25 2 Metal Fixed 0.65 240 90 0.77 DRAPES 0.66 11 Window 173 2 Metal Slider 0.65 240 90 0.77 DRAPES 0.66 12 Window 24 2 Metal Slider 0.65 150 90 0.77 DRAPES 0.66 SLEEPING 13 Window 80 2 Metal Slider 0.65 240 90 0.77 DRAPES 0.66 14 Window 12 2 Metal Slider 0.65 150 90 0.77 DRAPES 0.66 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Residence for Hutton Date........ 03/04/92 MICROPAS3 v3.01 File-HUTTONCO Weather-CTZ11 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence OVERHANGS Area Surface (sf) LIVING/SLEEPING 1 Wall 242 2 Door 17 3 Floor 627 System Type INTER -ZONE SURFACES Insul U -value R-val Location/Comments 0.098 R-11 STUD PARTITION 0.470 R-0 INTERIOR DOOR 0.101 R-0 INTERIOR FLOOR HVAC SYSTEMS LIVING HeatPump Air Conditioner SLEEPING HeatPump Air Conditioner Minimum Duct Efficiency Location Form 3 Reference u Duct Duct R -value Efficiency 8.6 Area Window Overhang Overhang Surface (sf) Height Length Height LIVING 0.884 7.9 HSPF Conditioned 1 Window 20 5.0 4.0 0.3 2 Door 3 1.3 4.0 0.6 4 Window 22 6.0 2.0 0.3 5 Window 8 4.0 1.0 0.3 6 Window 8 4.0 1.0 0.3 8 Window. 7 3.5 10.5 0.3 9 Window 7 3.5 10.5 0.3 10 Window 25 3.5 9.5 0.3 11 Window 173 6.7 14.0 0.3 SLEEPING 13 Window 80 5.0 2.0 0.3 14 Window 12 4.0 2.0 0.3 EXTERIOR SHADING Area Shading SC of Surface (sf) Type Ext Shade LIVING 5 Window 8 50% BUG SCREEN 0.84 6 Window 8 50% BUG SCREEN 0.84 8 Window 7 50% BUG SCREEN 0.84 9 Window 7 50% BUG SCREEN 0.84 11 Window 173 50% BUG SCREEN 0.84 12 Window 24 50% BUG SCREEN 0.84 SLEEPING 13 Window 80 50% BUG SCREEN 0.84 14 Window 12 50% BUG SCREEN 0.84 Area Surface (sf) LIVING/SLEEPING 1 Wall 242 2 Door 17 3 Floor 627 System Type INTER -ZONE SURFACES Insul U -value R-val Location/Comments 0.098 R-11 STUD PARTITION 0.470 R-0 INTERIOR DOOR 0.101 R-0 INTERIOR FLOOR HVAC SYSTEMS LIVING HeatPump Air Conditioner SLEEPING HeatPump Air Conditioner Minimum Duct Efficiency Location Form 3 Reference u Duct Duct R -value Efficiency 8.6 HSPF Attic R-5.7 0.894 12.85 SEER Attic R-5.7 0.884 7.9 HSPF Conditioned R-5.7 1.000 14.90 SEER Conditioned R-5.7 1.000 COMPUTER MB"THOD SUMMARY Page 4 C -2R Project Title.......... Residence for Hutton Date........ 03/04/92 MICROPAS3 v3.01 File-HUTTONCO Weather-CTZ11 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence WATER HEATING SYSTEMS Capa- System # of city Effic- Type Heaters (gal) iency Standby Input Loss Rating Storage Electric 1 64 0.990 RE 0.63% 6 kW SPECIAL FEATURES/REMARKS This building incorporates a Zonally Controlled HVAC System. R-5.7 duct insulation required R-19 floor insulation required R-11 wall insulation required at stair to basement R-11 wall insulation required between zones at stairwell R-19 insulation required at garage wall R-24 insulation required at exterior walls per Form 3 R-38 insulation required in exterior ceilings Dual pane glazing with metal frames required per elevations Credit not taken for actual vinyl/low-e/argon glazing U -value HP1: Lennox HP21-411 at 8.6HSPF & 31800Btu/hr. HP2: Lennox HP22-21 at 7.9HSPF & 17000Btu/hr. AC1: Lennox CB21-41 fan/coil at 12.85SEER & 33400Btu/hr. AC2: Lennox CBH19-21 fan/coil at 14.9SEER & 8000Btu/hr. Pilot Size (Btuh) Credits n/a NONE HVAC SIZING Page 1 HVAC Project Title.......... Residence for Hutton Date......... 03/04/92 Project Address........ Skyline Blvd. Oroville Documentation Author... Neal Kuopus Company ................ CALCTECH Telephone .............. (916) 589-4219, Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........... 11 Field Check Date MICROPAS3 v3.01 File-HUTTONCO Weather-CTZ11 Program -HVAC SIZING User#-MP1320 User-CALCTECH Run -Proposed Residence GENERAL INFORMATION Floor Area ................. 2192 sf Volume.... .............. 19362 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 HEATING AND COOLING LOAD SUMMARY Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 10032 6073 Glazing Conduction ............... 11409 7416 Glazing Solar .................... n/a 10118 Infiltration ..................... 11013 4522 Internal'Gain..................... n/a 2100 Ducts........ .................. 2514 2321 Sensible Load .................... 34968 32549 Latent Load ...................... n/a 13020 Total Load 34968 45569 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 applicable for gas central furnaces only PROPOSED CONSTRUCTION ASSEMBLY: RESIDENTIAL Form 3R Project Title: Date: Project Address: Location:Oroville RS Documentation Author:Neal Kuopus for CALCTECH Tel.:(916) 589-4219 Building Permit No. Checked By: Date: Enforcement Agency Use Only Assembly Name:STR5R19GB Assembly Type:WALL Assembly Tilt:90 Framing Material:WOOD Framing Spacing:16"o.c. Framing %:15% Framing Size•2X6 List of Construction Components R -Value Cavity Frame Outside Surface Air Film 0.17 0.17 1.0.375" Stucco 0.06 0.06 2.1" Rigid Insulation 5.00 5.00 3.R-19 Insulation 17.80 ----- 4.2x6 Framing ----- 5.45 5.0.5" Gypsum Board 0.45 0.45 6. 7. 8. 9. Inside Surface Air Film Total Unadjusted R -Values: Sketch of Construction Assembly 0.68 24.16 RC 0.68 11.81 Rf Framing Adjustment Calculation: (if applicable) 0.0414 x 0.85 + 0.0847 x 0.15 = 0.0479 Total U -Value 1/0.0479 = 20.88 Total R -Value DATE 1,3 -q5 TIME L/ S ESTIMATED DAMAGE D O BY DAMAGE REPORT FOR INITIAL ASSESSMENT FLOOD JANUARY 1995 PUBLIC INFORMATION OFFICER 538-6953 Name Reporting Party " lY'' L.x Address/Location _*5 Telephone Number ,3g 9' ag "+0/ City County a Type of Damage r ZOL - (Note: Emergencies Refer to 911) Building Description [ ] Commercial/Usage [�] Residential Type and # Units [ ] Currently Occupied/Use [ ] AbandonedNacant Electric Any electrical submerged Yes[ ] No CX] QN( ) QF'F L) .Obvious damage (failure, downed wires, arcing) Gas r Natural/Propane A C'S4 Obvious problems (odor, leaks, leaks, propane tank floating/submerged) On[ ] Off[ ] Structure On/Off Foundation Flooding above/below floor Obvious leaning, tilting Severe Damage/Collapse Debris Hazard Sanitation' Plumbing working Y Running water Well Flooded Obvious Sewage Problems Chemical/Fuel Wet, flooded, lost chemicals Type pesticide, fertilizer, other chemicals Amount Fuel tanks (above or below g Obvious hazards Agriculture Loss Crop Damage _ Livestock Lost _ Building Damage Roads (Public) Road Name ,G W rt/a" Obvious Damage/Hazards Location/Landmarks Traversable (Sedan, 4 wheel) Involved Utilities (downed wires) Levees Public [ ] Private [ Waterway Name Location of damage/problem Obvious hazards _ Nearest Landmarks Overflow/freeboard Conies: ( J OES ( ] Agriculture ( [ Health ( 1 Fire [ J Building I .1 Sheriff J, _ i CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Residence for Hutton Date........ 07/23/92 Project Address........ Skyline Blvd. 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-HUTTONCO 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....... 2192 sf Single Family Detached Front Facing 60 deg (NE) 1 2 Raised Floor Standard BUILDING SHELL INSULATION Component Insul Type R -value Location/Comments Wall R-24 FRONT, BAY, RIGHT, BACK, LEFT Door R-0 FRONT ENTRY, TO GARAGE, TO BASEMENT INTERIOR DOOR Wall R-19 TO GARAGE F1oorExt R-19 TO BASEMENT Wall R-11 TO BASEMENT, STUD PARTITION Roof R-38 FLAT CEILING, TILT CEILING Floor R-0 INTERIOR FLOOR GLAZING Glazing Area # of Interior Exterior Framing Orientation (sf) Panes Shading Shading Overhang Type Window Front (NE) 42 2 DRAPES None Yes Metal Door Front (NE) 3 2 DRAPES None Yes Wood Window Front (NE) 16 2 DRAPES None None Metal Window Front (E) 8 2 DRAPES 50% BUG SCREEN Yes Metal Window Right (N) 8 2 DRAPES 50% BUG SCREEN Yes Metal Window Right (NW) 52 2 DRAPES None None Metal Window Back (W) 7 2 DRAPES 50% BUG SCREEN Yes Metal Window Left (S) 7 2 DRAPES 50% BUG SCREEN Yes Metal Window Back (SW) 25 2 DRAPES None Yes Metal Window Back (SW) 253 2 DRAPES 50% BUG SCREEN Yes Metal Window Left (SE) 24 2 DRAPES 50% BUG SCREEN None Metal Window Left (SE) 12 2 DRAPES 50% BUG SCREEN Yes Metal CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Residence for Hutton Date........ 07/23/92 MICROPAS3 v3.01 File-HUTTONCO Weather-CTZ11 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence Tank Capacity System Type (gal) Btuh Manufacturer and Model # Energy (or approved equal) Credits Storage, Electric 63..7 STATE TV-66-KRT-2 SPECIAL FEATURES/REMARKS This building incorporates a Zonally Controlled HVAC System. R-5.7 duct insulation required R-19 floor insulation required R-11 wall insulation required at stair to basement R-11 wall insulation required between zones at stairwell R-19 insulation required at garage wall R-24 insulation required at exterior walls per Form 3 R-38 insulation required in exterior ceilings Dual pane glazing with metal frames required per elevations Credit not taken for actual vinyl/low-e/argon glazing U -value HP1: Lennox HP21-411 at 8.6HSPF & 31800Btu/hr. HP2: Lennox HP22-21 at 7.9HSPF & 17000Btu/hr. AC1: Lennox CB21-41 fan/coil at 12.85SEER & 33400Btu/hr. AC2: Lennox CBH19-21 fan/coil at 14.9SEER & 8000Btu/hr. None ASSUMED HVAC SYSTEMS Assumed Duct Duct Assumed System. Efficiency Location R -value HeatPump 8.6 HSPF Attic R-5.7 Air Conditioner 12.85 SEER Attic R-5.7 HeatPump 7.9 HSPF Conditioned R-5.7 Air Conditioner 14.90 SEER Conditioned R-5.7 ACTUAL HVAC SYSTEMS Actual Output Manufacturer and Model # Actual System Efficiency (Btuh) (or approved equal) Heating REMARKS REMARKS SEE REMARKS Cooling REMARKS NA DUMMY SYSTEM Cooling Coil DUMMY SYSTEM CEC Maximum Output for Gas Central Furnaces: WATER HEATING SYSTEMS Tank Capacity System Type (gal) Btuh Manufacturer and Model # Energy (or approved equal) Credits Storage, Electric 63..7 STATE TV-66-KRT-2 SPECIAL FEATURES/REMARKS This building incorporates a Zonally Controlled HVAC System. R-5.7 duct insulation required R-19 floor insulation required R-11 wall insulation required at stair to basement R-11 wall insulation required between zones at stairwell R-19 insulation required at garage wall R-24 insulation required at exterior walls per Form 3 R-38 insulation required in exterior ceilings Dual pane glazing with metal frames required per elevations Credit not taken for actual vinyl/low-e/argon glazing U -value HP1: Lennox HP21-411 at 8.6HSPF & 31800Btu/hr. HP2: Lennox HP22-21 at 7.9HSPF & 17000Btu/hr. AC1: Lennox CB21-41 fan/coil at 12.85SEER & 33400Btu/hr. AC2: Lennox CBH19-21 fan/coil at 14.9SEER & 8000Btu/hr. None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Residence for Hutton Date........ 07/23/92 MICROPAS3 v3.01 File-HUTTONCO Weather-CTZ11 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence 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 Name.... John Starr Company. Better Builders Address. 5263 Royal Oaks Dr. Oroville CA 95966 Phone... (916) 589-2574 License. 323225 Signed (date) DOCUMENTATION AUTHOR OWNER Name.... Hutton Company. Address. Phone... Signed (date) ENFORCEMENT AGENCY Name.... Carol Kuopus Name.... Company. CALCTECH Title... Address. Drawer G Agency.. Feather Falls, CA 95940 Phone... (916) 589-4219 Phone... Signed-e��-� �.3 1?2 Signed (dat ) (date) COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... Residence for Hutton Date........ 07/23/92 Project Address........ Skyline Blvd. 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-HUTTONCO Weather-CTZ11 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence MICROPAS3 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 30.66 18.98 11.68 Space Cooling.......... 18.00 12.96 5.04 Water Heating.......... 9.31 17.70 -8.39 Total 57.97 49.64 8.33 *** Building complies *** GENERAL INFORMATION Conditioned Floor Area..... 2192 sf Building Type .............. Single Family Detached Building Front Orientation. Front Facing 60 deg (NE) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... ReducedYear Floor Construction Type.... Raised Floor Number of Building Zones... 2 Conditioned Volume......... 19362 cf Footprint Area ............. 1565 sf Slab -On -Grade Area......... 0 sf Glazing Percentage......... 20.8 % of FA Average Ceiling Height..... 8.8 ft BUILDING ZONE INFORMATION Floor Cond- Area Volume # of Thermostat Zone Type itioned (sf) (cf) Units Type LIVING Living Yes 1565 14044 SLEEPING Sleeping Yes 627 5318 1.00 LivingStat 0.00 SleepingStat .Vent Special Height Vent Area (ft) (sf) 8.0 n/a 8.0 n/a COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Residence for Hutton Date........ 07/23/92 MICROPAS3 v3.01 File-HUTTONCO 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 LIVING 1 Wall 198 0.048 R-24 60 90 Yes FRONT 57-9 S5'R l 9 C 2 Door 18 0.330 R-0 60 90 Yes FRONT ENTRY e45e srd, i�ALc�t= 3 Wall 15 0.048 R-24 105 90 Yes BAY STR SR f?C4 4 Wall 15 0.048 R-24 15 90 Yes BAY �+ 5 Wall 350 0.048 R-24 330 90 Yes RIGHT � 6 Wall 16 0.048 R-24 285 90 Yes BAY • 7 Wall 16 0.048 R-24 195 90 Yes BAY 8 Wall 198 0.048 R-24 240 90 Yes BACK 9 Wall 252 0.048 R-24 150 90 Yes LEFT 10 Wall 210 0.065 R-19 60 90 No TO GARAGE 6EC STd • VAc r 11 Door 18 0.330 R-0 60 90 No TO GARAGE 12 F1oorExt 1565 0.049 R-19 0 0 No TO BASEMENT 13 Wall 175 0.098 R-11 60 90 No TO BASEMENT 14 Door 17 0.330 R-0 60 90 No TO BASEMENT " 15 Roof 522 0.029 R-38 0 0 Yes FLAT CEILING '• 16 Roof 208 0.029 R-38 60 9 Yes TILT CEILING ' 17 Roof 208 0.029 R-38 240 9 Yes TILT CEILING SLEEPING 18 Wall 136 0.048 R-24 60 90 Yes FRONT .STR 9`cyJa 19 Wall 109 0.048 R-24 330 90 Yes RIGHT r 20 Wall 132 0.048 R-24 240 90 Yes BACK • 21 Wall 232 0.048 R-24 150 90 Yes LEFT 22 Roof 627 0.029 R-38 0 0 Yes FLAT CEILING eEC 5`r�. tigL 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 LIVING 1 Window 20 2 Metal Fixed 0.65 60 90 0.77 DRAPES 0.66 2 Door 3 2 Wood Hinged 0.65 60 90 0.67 DRAPES 0.57 3 Window 16 2 Metal Fixed 0.65 60 90 0.77 DRAPES 0.66 4 Window 22 2 Metal Fixed 0.65 60 90 0.77 DRAPES 0.66 5 Window 8 2 Metal Slider 0.65 105 90 0.77 DRAPES 0.66 6 Window 8 2 Metal Slider 0.65 15 90 0.77 DRAPES 0.66 7 Window 52 2 Metal Fixed 0.65 330 90 0.77 DRAPES 0.66 8 Window 7 2 Metal Slider 0.65 285 90 0.77 DRAPES 0.66 9 Window 7 2 Metal Slider 0.65 195 90 0.77 DRAPES 0.66 10 Window 25 2 Metal Fixed 0.65 240 90 0.77 DRAPES 0.66 11 Window 173 2 Metal Slider 0.65 240 90 0.77 DRAPES 0.66 12 Window 24 2 Metal Slider 0.65 150 90 0.77 DRAPES 0.66 SLEEPING 13 Window 80 2 Metal Slider 0.65 240 90 0.77 DRAPES 0.66 14 Window 12 2 Metal Slider 0.65 150 90 0.77 DRAPES 0.66 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Residence for Hutton Date........ 07/23/92 MICROPAS3 v3.01 File-HUTTONCO Weather-CTZ11 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence OVERHANGS Area Surface (sf) LIVING/SLEEPING 1 Wall 242 2 Door 17 3 Floor 627 System Type INTER -ZONE SURFACES Insul Form 3 U -value R-val Location/Comments Reference 0.098 R-11 STUD PARTITION 0.470 R-0 INTERIOR DOOR. 0.101 R-0 INTERIOR FLOOR HVAC SYSTEMS LIVING HeatPump Air Conditioner SLEEPING HeatPump Air Conditioner Minimum Duct Efficiency Location 8.6 HSPF 12.85 SEER 7.9 HSPF 14.90 SEER Attic Attic Conditioned Conditioned Duct Duct R -value Efficiency R-5.7 Area Window Overhang Overhang Surface (sf) Height Length Height LIVING 1 Window 20 5.0 4.0 0.3 2 Door 3 1.3 4.0 0.6 4 Window 22 6.0 2.0 0.3 5 Window 8 4.0 1.0 0.3 6 Window 8 4.0 1.0 0.3 8 Window 7 3.5 10.5 0.3 9 Window 7 3.5 10.5 0.3 10 Window 25 3.5 9.5 0.3 11 Window 173 6.7 14.0 0.3 SLEEPING 13 Window 80 5.0 2.0 0.3 14 Window 12 4.0 2.0 0.3 EXTERIOR SHADING Area Shading SC of Surface (sf) Type Ext Shade LIVING 5 Window 8 50% BUG SCREEN 0.84 6 Window 8 50% BUG SCREEN 0.84 8 Window 7 50% BUG SCREEN 0.84 9 Window 7 50% BUG SCREEN 0.84 11 Window 173 50% BUG SCREEN 0.84 12 Window 24 50% BUG SCREEN 0.84 SLEEPING 13 Window 80 50% BUG SCREEN 0.84 14 Window 12 50% BUG SCREEN 0.84 Area Surface (sf) LIVING/SLEEPING 1 Wall 242 2 Door 17 3 Floor 627 System Type INTER -ZONE SURFACES Insul Form 3 U -value R-val Location/Comments Reference 0.098 R-11 STUD PARTITION 0.470 R-0 INTERIOR DOOR. 0.101 R-0 INTERIOR FLOOR HVAC SYSTEMS LIVING HeatPump Air Conditioner SLEEPING HeatPump Air Conditioner Minimum Duct Efficiency Location 8.6 HSPF 12.85 SEER 7.9 HSPF 14.90 SEER Attic Attic Conditioned Conditioned Duct Duct R -value Efficiency R-5.7 0.894 R-5.7 0.884 R-5.7 1.000 R-5.7 1.000 COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... Residence for Hutton Date........ 07/23/92 MICROPAS3 v3.01 File-HUTTONCO Weather-CTZ11 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence WATER HEATING SYSTEMS Capa- Pilot System # of city Effic- Standby Input Size Type Heaters (gal) iency Loss Rating (Btuh) Credits Storage Electric 1 64 0.990 RE 0.63% 6 kW n/a NONE SPECIAL FEATURES/REMARKS This building incorporates a Zonally Controlled HVAC System. R-5.7 duct insulation required R-19 floor insulation required R-11 wall insulation required at stair to basement R-11 wall insulation required between zones at stairwell R-19 insulation required at garage wall R-24 insulation required at exterior walls per Form 3 R-38 insulation required in exterior ceilings Dual pane glazing with metal frames required per elevations Credit not taken for actual vinyl/low-e/argon glazing U -value HP1: Lennox HP21-411 at 8.6HSPF & 31800Btu/hr. HP2: Lennox HP22-21 at 7.9HSPF & 17000Btu/hr. AC1: Lennox CB21-41 fan/coil at 12.85SEER & 33400Btu/hr. AC2: Lennox CBH19-21 fan/coil at 14.9SEER & 8000Btu/hr. HVAC SIZING Page 1 HVAC Project Title.......... Residence for Hutton Date........ 07/23/92 Project Address........ Skyline Blvd. 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-HUTTONCO Weather-CTZ11 Program -HVAC SIZING User#-MP1320 User-CALCTECH Run -Proposed Residence GENERAL INFORMATION Floor Area ................. 2192 sf Volume ..... ............... 19362 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 SummerRange ............... 37 F Shading Used ............... Yes Latent Load Fraction....... 0.40 Description HEATING AND COOLING LOAD SUMMARY Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 9997 6052 Glazing Conduction ............... 11877 7720 Glazing Solar .................... n/a 10783 Infiltration ..................... 11013 4522 Internal Gain .................... n/a 2100 Ducts ............................ 2558 2416 Sensible Load .................... 35445 33592 Latent Load ...................... n/a 13437 Total Load 35445 47029 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 applicable for gas central furnaces only 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:STR5R19GB Assembly Type:WALL Assembly Tilt:90 Framing Material:WOOD Framing Spacing:16"o.c. Framing %:15% Framing Size•2X6 List of Construction Components Outside Surface Air Film 1.0.375" Stucco 2.1" Rigid Insulation 3.R-19 Insulation 4.2x6 Framing 5.0.5" Gypsum Board 6. 7. 8. 9. Inside Surface Air Film Total Unadjusted R -Values: Sketch of Construction Assembly R -Value Cavity 0.17 0.06 5.00 17.80 0.45 0.68 24.16 R Frame 0.17 0.06 5.00 5.45 0.45 0.68 11.81 Rf Framing Adjustment Calculation: (if applicable) 0.0414 x 0.85 + 0.0847 x 0.15 = 0.0479 Total U -Value 1/0.0479 = 20.88 Total R -Value �.'By _ _ DATE. 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BY_- DATE ----- -- - --- JOB NO. rx ES' 8 Y � �� f/©CST3' ,�i�i�� /Z•B J �J' s' �.0 z 3 Z 6' /rcl� 2 r09� ✓D/s'TS SdPP� �iTc�E.v �Y /"'L,2, � �oo� — PZ _ , p.3Z X 95;,e Z�Z f , O/�'x l n Z,r 7.04 /'C l2/1. Z �" Z Z3-�lD V)'e;)1f( V �sE Zx %� G Z¢o -c, ��� ✓DlsTs PoS/� OJT 7 0 h �op 55r rr;e- , -- S -ORP y /-5-"r- .ova y r p BY _ K: Y DATE _/L (/ SUBJECT ? >GT LC S SHEET NO. OF _. CHKO. BY _.-_._- _. DATE.--..-....__ JOB NO. /rvrr--� . �ifGL - -e !4 si�v ZiC r V x /4c. O� cl—i4� X /�• ��v�5' Ile BEAM ' DESi= R I PT I ON: INTERIOR HAEDER OVERALL_ 'BEAM LENGTH ( FEET) ....... 10 i DISTANCE 'i 0 LEFT SUPPORT (FT) .... 0 DISTANCE TO RIGHT SUPPORT (FT) ... 10 (DISTAN!=E MEASURED FROM LEFT" END) AWAY Y LOAD DESCRIPTION: DL. + LL UNIFORM LOAD ON CENTER SPAN (PLF)............ 790 POINT.LOADS: DISTANCE FROM LEFT END LOAD IN FOUNDS. 5.00 5, 150. Oo ---CAMA-N REACTIONS: LEFT SUPPORT = 6,525 FOUNDS. RIGHT SUPPORT = G,525 5 FOUNDS . MAXIMUM MOMENTS AND SHEARS: DESCRIPTION MOMENT('#) SHEAF:(#? LEFT SIDE OF LEFT SUPPORT 0 o RIGHT SIDE OF LEFT SUPPORT i S,525 LEFT SIDE OF RIGHT SUPPORT 0 —6,525 RIGHT SIDE OF RIGHT SUPPORT 0 CENTER SPAN AT 5.00 FEET FROM LEFT SUPPORT -22,75o 2,575 TO -2,575 PIATER I AL_F'E:OF'EF:T I ES ELASTIC MODULUS (MEGA PSI) , .... 1.8 ALLOWABLE SENDING STRESS (PSI) ... 24-00 ALLOWABLE HORIZ. SHEAF: (PSIX..... 165 ALLOWABLE OVERSTRESS (%).......... 0 MAXIMUM ALLOWABLE STRESS (PSI)... 246i MAXIMUM ALLOWABLE SHEAR (PSI).... 165 SECTION F'F:OF'Eh:T I ES ------------------ FOF: A 5. 125 X 1 yp� 3le„e BENDING STRESS (PSI) ........ SHEAR STRESS (PSI) ........ 140 — � _ /le10 X G/, V is 7 6 v / ^ ����� � / /� ��. /'��'vx~-="+�� DEFLECTD]NS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET' MAXIMUM DEFLECTIONS: CENTER SPAN DEFL. (INCHES) POSIT. (FT) 0.27 '5.00 DEFLECTION FACTOR= CENTER SPAN/ MAXIMUM DEFLECTION= ~ LOADIN8S ' . LOAD DESCRIPTION: DL ONLY UNIFORM LOAD ON CENTER SPAN (PLF)............ 180 POINT LOADS: . DISTANCE FROM LEFT END LOAD IN POUNDS. 5.00 1,180.00 REACTIONS: LEFT SUPPORT = 1,490 POUNDS. RIGHT SUPPORT = 1,490 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION LEFT SIDE OF LEFT SUPPORT RIGHT SIDE OF LEFT SUPPORT LEFT SIDE -OF RIGHT SUPPORT ' RIGHT SIDE OF RIGHT SUPPORT CENTER SPAN AT 5.00 -FEET FROM LEFT SUPPORT DEFLECTIONS MOMENT('#) � . 0 0 0 0 -5,200 BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE -ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: CENTER SPAN DEFL. (INCHES) 0.06 437.41 SHEAR(-) 0 1,490 -1,490 0 590 TO POWT. (FT) 5.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 1914.27 �� �� . �, ', -590 BY CHKD. BY DATE DATE SUBJECT _jyGT _ �/tGG.S' D3Z x IF7,ZA. /z t ,azo � , 32 W7 7Pk 13. SHEET JOB NO. - /ji/ A /D. 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J-• s3.d'lfZ.vr7=asp y- _ D?E'lc /3,f�Z t,#c e /7x ZZ 0Ar, /Zx36: r 30. Ir Fr - xr��; _ x"7/(3 r 6x Z t 4-t 3) - , 7'7Z'�/ Ile �� _ % �� X Z�'• �� � `f" 6 �� = 7r Tom/ � /2 y miry tV1 G/A;erz 31 it �z �.�, e 3Zo•G, S T R U C T U R A L C A L C U L A T I 0 N S F 0 R CMU RESIDENTIAL FOUNDATION WALLS BETTER BUILDERS CONSTRUCTION /O �Y 5263 ROYAL OAKS DRIVE OROVILLE, CA 95965 CALCULATIONS ARE IN i_ OMPL I ANi_ E WITH THE 1988 EDITION OF THE UBC SIi3NED _ ____ ----- DATE -//-- FRANK L. TYUKOS, RCE 3 434. F L T ENGINEERING 5790 CLARK ROAD PARADISE, CA 9596' ( 916) 872-0254 d Ems' FLT ENGINEERING SUBJECT: CMU FETA I N I Nim -BEARING WALL FOUND' S 5790 CLARK ROAD PARADISE, CA BY: FLT DATE: 8/91 JOB NO.: 1155 PROJECT: BETTER BUILDERS CONSTRUCTION SHEET 1 OF 10 5263 ROYAL OAKS DR.; OROVILLE_, CA 95966 DESIi�N �=:RITEF:IA: STUD WALL, WALL, FLOOR & ROOF ARE SUPPORTED BY CMU FETAINING-BEARINim WALL FOUNDATIONS. CMU WALLS ARE SUPPORTED @ TOP BY CONCRETE SLAB 7AND AT THE BOTTOM BY A CONTINUOUS FOOTING. CODE 1988 UBC SUPERIMPOSED LOADS: MIN. DL = .010• (3+8) _ .11 k/1 MAX. LL = .016 x 21 + 010 x (21-3) + .0=.0 x 2_ .62 k:/1 LOADING PER ABOVE IS CRITICAL FOR BOTH — BEARING (INCLUDES DL+LL ) AND SLIDING RESISTANCE(MIN. DL ONLY), MAX. LI- — ROOF LL + ADD' L LIGHT ROOF DL + FL0OR DL+LL SURCHARGE OF 2000# WHEEL LOAD C APPROX. 3' FROM WALL 2.0/6"2 _ .056 KSF -- 1' SURCH. i_ ALC' S PROVIDED FOR: A. 10'70" HIGH WALL — SHEETS 2 & 3 S. 12110" HIGH WALL - SHEETS 4 & 5 C. 1410" HIGH WALL - SHEETS S,7 & 8 CONSTRUCTION DETAILS - SHEETS 9 & 10 MATERIALS: CONCRETE - ULTIMATE COMPRESS. STRENGTH - f1c _ 2000 PSI C 28 DAYS, CMU -.ULTIMATE COMPRESSIVE STRENGTH - f' m 1500 PSI, GROUTED SOILD, NO INSPEi:TION REQUIRED. REINFORCING - ASTM A615, GRADE 10, WELDED WIFE MESH - ASTM A185, GxE - W1.4 % W1.4 (10/10), ALLOWABLE SOIL BEARING PRESSURE - 1 500 PSF, ALLOWABLE LATERAL BRG. PRESSURE - 200 PSF PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 1155 DATE : 8/1991 CALCIS BY : FLT SUBJECT: CMU RETAINING - BEARING WALL ---------------------------- WALL DESIGN: ------------ ALL CALi=ULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE ( FEET) : 2000# WHEEL_ LOAD YIELD STRENGTH REINF. (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI) : SPEC=IAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI) : 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): GROUTED SOLID - WEIGHT OF GROUT (PCF): SLENDERNESS RATIO - h/t: AVERAGE WEIGHT OF WALL (PSF) : TOTAL EARTH PRESSURE - Fhr (RIP): REACTION C TOP OF WALL - Rt (KIP) : REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF 101 SHEAR - Ho (FEET)! MOMENT - Mw (FT -KIP): AREA REINF. (IN`2) 9d9(IN) SIZE & SPA (IN) ------------------------------------------------ 0.159 9.29 #5 @ 23.3 MIN. VERTICAL REINF. - .12 % (IN" ) : MIN. HORIZONTAL REINF. - .08 % (IN"2) : DESIGN REINF. - VERTIi=AL: #5 @ 16 - HORIZONTAL: #5 @ 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. - fs (KSI): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (91 E) 872-0254 SHEET Z OF /d LEVEL 30 1 4o 000 1500 NO 250.00 0.11 0.62 10 lo.67 1 I. 6 135 10 < 25 133 VJ 1.71 0.61 1.10 5. 69 2.17 0.167 0.111 0.0017 40.0 0.305 0.898 7.304 1 S3. 7 . 250.00 COMBINED,STRESSES @ WALL: 0.81 < 1.0 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 1155 DATE : 8/1991 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 0 1500 19.21 24.20 DESIGN FOOTING - WIDTH — DEPTH (INCHES) TOTAL GRAVITY LOAD - Pv (KIP): 3.21 U INCREASE OF ALLOW. SOIL PRESSURE (%): 20.0 ACTUAL SOIL PRESSURE - Q (PSF): 1606 < 1800 SLIDING RESISTANCE - Fr (KIP): 1.71 > 1.10 SLAB REINFORCEMENT: ------------------- REINF @ __________________ REINF@ TOP OF WALL (BAR #): 5 MAX. HORIZONTAL SPAN OF WALL (FEET): 8.14 DESIGN HORIZONTAL SPAN (FFET): 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIRED (FEET): 34.71 DESIGN AREA OF SLAB REINF. (IN^2/LF): 0.029 ALLOW. TENSILE STRESS OF REINF. (KSI): 24 LENGTH OF DOWELS (INCHES): 41.89 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 FLT ENGINEERING PROJECT : BETTER BUILDERS CONSTRUCTION 5790 CLARK ROAD JOB NO' : : 1155 PARADISE, CA DATE : 8/1991 (916) 872-0254 CALCIS BY : FLT SHEET OF SUBJECT: CMU RETAINING - BEARING WALL ------------------ __________ ` WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. ' 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 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) 0.11 - LIVE LOAD (KIP) 0.62 ' ' OVERALL HEIGHT OF THE WALL - Hw (FEET): 12�_� �� , OVERALL HEIGHT OF THE SOIL - Hr (FEET): 12.67 THICKNESS OF WALL - T (INCHES): 11.6 GROUTED SOLID - WEIGHT OF GROUT (PCF): 135 ' SLENDERNESS RATIO - h/t: 12 < 25 AVERAGE WEIGHT OF WALL (PSF): 133 � TOTAL EARTH PRESSURE - Fhr (KIP): 2.41 ' REACTION @ TOP OF WALL - Rt (KIP) : 0.85 ` REACTION @ BOTTOM OF WALL - Rb (KIP): 1.56 HEIGHT OF 10' SHEAR - Ho (FEET) 6.85 MOMENT - Mw (FT -KIP): 3.68 AREA REINF. (IN^2) 'd,(IN) SIZE & SPA (IN) ------------------------------------------------ 0.270 9.29 #5 @ '13.8 ` MIN. VERTICAL REINF. _ .12 % (IN^2): 0.167 MIN. HORIZONTAL REINF. - .08 % (IN^2): 0.111 DESIGN REINF. - - HORIZONTAL: #o e 32 EFFECTIVE RATIO OF REINF. - p: | 0.0033 MODULAR RATIO - n: 40.0 COEFFICIENT —k: 0.400 ACTUAL RATIO OF DISTANCE - j: 0.867 COEFFICIENT - 2/kj: 5.765 ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): 245.88 < 250.00 ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): 11.80 < 20.00 COMBINED STRESSES @ WALL: I. 06 < ^� �^ 1 . 0 �- 6�,�~ , N PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 1155 DATE a 8/1991 i=ALCY S BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF i_ ONi= ERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF) : ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFIi=IENT — Fc: BEARING PRESSURE REDUCTION (PSF) : NET. ALLOW. BEATING PRESSURE (PSF): PRELIM. FOOTING — WIDTH t INCHES) : — DEPTH (INCHES): 100 15� � 1500 ii 0.35 1500 21.74 44. OF, DESIGN FOOTING -WIDTH (INi=HES): 24.Oo - DEPTH (INCHES): 3o.00 TOTAL GRAVITY LOAD - Pv (KIP): 3.73 INCREASE OF ALLOW. SOIL PRESSURE (%) : 30.0 ACTUAL SOIL PRESSURE - 0 (PSF) : 1865 < 1950 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`''• '/LF) : ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): 2.34 > 1.56 5 6.7E 4 4 48.43 0.029 29 4 58.45 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (91 G) 872-0254 SHEET J OF /O PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 1155 DATE : 8/ 1'3'31 CALCIS BY : . FLT SUBJECT: CMU RETAINING - BEARING WALL_ ---------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL. EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): i �c is i# WHEEL LOAD YIELD STRENGTH REINF. (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 CKIP) OVERALL HEIGHT OF THE WALL — Hw OVERALL HEIGHT OF THE SOIL — Hr THICKNESS OF WALT_ — T (INCHES) : GROUTED SOLID — WEIGHT OF GROUT SLENDERNESS RATIO — h/t: AVERAGE WEIGHT OF WALL (PSF): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET T OF V LEVEL 30 1 40 00o 1500 NO 250. Oo 0.6 (FEET): 14 � (FEET): 14.67 11.6 (PCF): 135 14 < 25 133 TOTAL EARTH PRESSURE - Fh r (KIP) : REACTION C TOP OF WALL - Rt (KIP): REACTION C BOTTOM OF WALL - Rh (KIP): HEIGHT OF 101 SHEAR - Ho ( FEET ) MOMENT - Mw (FT -KIP): AREA REINF. ( IN'''S) 9 d' (IN) SIZE & SPA (IN) ---------------- 0.423 9.29 #5 G 8.8 MIN. VERTICAL REINF. - .12 % (IN"2) : MIN. HORIZONTAL REINF. - . OS % (10 2): : DESIGN REINF. - VERTICAL: #5 L 8 0.867 - HORIZONTAL: #5 @ 3 7 EFFECTIVE RATIO OF REINF. - p: < 250.00 1.8.48 MODULAR RATIO - n: 1. 6 3 COEFFICIENT - k: ACTUAL RATIO OF DISTANCE COEFFICIENT - 2/kj: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): COMBINED STRESSES @ WALL: 3.23 1.13 2.10 8.00 5.76 0.167 0.111 0.0033 40.0 0.867 5.765 7 385.10 < 250.00 1.8.48 < 20.00 ]r", 1. 6 3 < 1. 0 .° . PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 1155 , DATE 8/1991 CALCIS BY : FLT HEIGHT FROM TOP OF THE WALL - Hw2 (FEET): HEIGHT OF THE SOIL - Hr2 (FEET): THICKNESS OF WALL - T2 (INCHES): MOMENT @ Hw2 - MW2 (FT -K- ): ' AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) ------------------------- _________________________ 0.247 9.29 ` #5 @ 15.1 DESIGN REINF. - VERTICAL: #5 @ 8 EFFECTIVE RATIO OF REINF. - p: ACTUAL COMPRESSIVE STRESS OF CMU — fm2 (PSI): COMBINED STRESSES @ WALL: FOOTING DESIGN: --------------- FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 7 OF /0 12 12.67 11.6 3.36 0.0033 224.64 < 250.00 0.93 < 1.0 DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 BEARING PRESSURE REDUCTION (PSF): 0 NET. ALLOW. BEARING PRESSURE (PSF): 1500 � PRELIM. FOOTING _ WIDTH (INCHES)o' 24,27 . — DEPTH (INCHES): 53.13 DESIGN FOOTING - WIDTH - DEPTH TOTAL GRAVITY LOAD - Pv (KIP): 4.84� � INCREASE OF ALLOW. SOIL PRESSURE (%): 40.0 ACTUAL SOIL.PRESSURE - Q (PSF): 1937 < 2100 SLIDING RESISTANCE - Fr (KIP): 3.28 > 2.10 PROJEC=T : BETTER BUILDER'S i= ONSTF:UC T I ON JOEL NO. : 1155 DATE : 8/ 1'x'31 i_ ALi=: f S BY : FLT SLAB REINFORCEMENT: ------------------- REINF C TOP OF WALL (BAF:' #): MAX. HORIZONTAL SPAN OF WALL (FEET7: DESIGN HORIZONTAL SPAN (FFET) : SLAB TH I i_ k::NESS (: I Ni= HES :) : SLAB WIDTH REOUIRED (FEET): DESIGN AREA OF SLAB REINF. (IN''' -2 -'/LF:) : ALLOW. TENSILE STRESS OF RE I NF . (: k::S I ? : LENGTH OF DOWELS (: I I\I1--;HES) : r FLT ENGINEERING 5790 CLARE"' ROAD PAF'AD I SE, C.,A (9 1 G ) 872-C),2,54 SHEET P OF /a 5 C 5. SG 4 4 64.43 o. o29 4 77.76 / X 9 oro /4-�, �L T 0)/SUBJECTC J'I IJ.....•e T /.viNG — /o .... BY.__. ... ...._ ....................._DATE........ _.. .._....._ ... .. SHEETNO......!---.OP....... — GHKD. BY..................._DATE -------.... -- - -- - - 8�f�%Ca-�L.GS Fi�i -. JOB NO...._-- BETTe-5411f, CONST, ,Q LTE,e . D FT,4 /L C_ TOPFie SHr, /O 8 v�OR /2 �Cf7lJ) ,¢GL-14Cleo SS ¢ -O A f 6 -O e k/,gLL B #¢ x /6 DOls/FG S e 4S 0 . c, OR ae'fw - r OR¢ c® ¢8 o.c, WALL iPL%t/F /.`/TO SGAB a ¢B AID. =I see ,l/OTE CO1lC. SLAB #5 C 32 a.c, &OR/Z. O O G W fLL 4 *5 e C ` M Q CO/ 54 A07CW f/4 L �l J r � .tlATURAL GRADe _ 0hlCCF,4lkl � Z •off. -- 3 'CC EAR ' ` CD/VC. 1�00T///G �1 M UOX/KS TO IfArCll 2 - #S CON QFESS/p�yq YE,P7-, JSiAL L RE/NF 2¢ ♦ L. T yG�l ���� uj No. 3 ci F pF CA1-\E� M T, S, /, P,eOv/OE SHOR/NG Of C19U elovrlL T/1E cave. OF SLAB /S 06o�eREA, 1�4�9Z 3. P'OR `SIGN CX/TCW/A SdF SNECT /. 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 • T �.Q�9 CI9rJ /`-.�T.�/.S!/.vG ............... /o o.... BY................._!............DATE ...`�.....-../. SUBJECT..........................._..... .. ................ ...... SH EET NO...................0 df/,4 L L / 1.5.5 CHKD.BY..................... 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BY -----DATE _.__.___ _ _ _. �.JOB NO. - I Z I �( _ >yPP 31 ) � 6r Th'.- Z` }T3,e/ Z/Z ,46 7 �iiy�O,zT" vic �G,fr3 D,t� G%Y� �%tGL - -rsdfr Tv,= ,gy' Tf�F S4fB �'�TfiE �ifL L (SS'sc, .fps= ,:��tZ f �9 mfr �"� f/Z � �. z,r -•.� vs�- �' -6' /ro JP/ \ -x /Z , O?D "t'<r/ z- � �� s /2•�9� 3 3¢ 3. �'�jj PROJECT : RESIDENTIAL BRIDGE JOB NO. : 1215 DATE : 12/1991 CALCIS BY : FLT SUBJECT: CMU RETAINING - BEARING WALL ____________________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN' FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): HIGHWAY & SLAB YIELD STRENGTH REINF. (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 - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): SLENDERNESS RATIO - h/t: AVERAGE WEIGHT OF WALL (PSF): 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) -------------------------------------------------- 0.031 5.35 #4 @ 77.8 MIN. VERTICAL REINF. - .12 % (IN^2): MIN. HORIZONTAL REINF. - .08 % (IN^2): DESIGN REINF' - VERT - HORIZONTALg #4 @ 32 EFFECTIVE RATIO OF REINF' - p: � MODULAR RATIO - n: COEFFICIENT - k: ACTUAL RATIO OF DISTANCE - j: COEFFICIENT - 2/kj: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): � � � FLT ENGINEERING 5790 CLARK RAD PARADISE, CA (916) 872-0254 SHEET J—'OF | � � � � LEVEL 30 40 2500 1500 NO 250.00 0.71 3.59 of QQ 7 7.6 135 6 < 25 84 0.74 0.43 0.31 2.35 0.24 0.109 0.073 0.0016 40.0 0.303 0.899 7'345 62.08 < 250.00 4.02 < 20.00 COMBINED STRESSES @ WALL: 0'58 < 1'0 PROJECT : RESIDENTIAL BRIDGE JOB NO. : 1215 DATE : 12/1991 CALCIS.BY : FLT FOOTING DESIGN: ------------ DENSITY OF 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 0.35 150 1350 43.43 6.00 FLT EN8INEERIN13 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 4 OF 119 DESIGN FOOTING - WIDTH (INCHES) 52.00 - ucr/n (INCHES): 12 .. TOTAL GRAVITY LOAD - Pv (KIP): 6.58 INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE - Q (PSF): 1519 < 1500--' SLIDING RESISTANCE - Fr (KIP): 1.25 > 0.31 SLAB REINFORCEMENT: ------------------- REINF @ TOP OF WALL (BAR #): 4 MAX. HORIZONTAL SPAN OF WALL (FEET): 5.82 DESIGN HORIZONTAL SPAN (FFET): 1.33 SLAB THICKNESS (INCHES): 9.5 SLAB WIDTH REQUIRED (FEET): 10.32 DESIGN AREA OF SLAB REINF. (IN^2/LF): 0.150 / ALLOW. TENSILE STRESS OF REINF. (KSI): 20 LENGTH OF DOWELS (INCHES): 2'28 '��� --'°~�� �� � ~��7//3 g PROJECT : RESIDENTIAL BRIDGE JOB NO. : 1215 DATE . 1/1991 CALCIS BY : FLT FLT ENGINEERING 5790 CLARE': ROAD PARADISE, CA ( 916) 87'2—i 254 SHEET % OF /O SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL --------------------------------------- ARM? WALL DESIGN : OIJG y ------------ ALL CALCULATIONS ARE IN UNITS/Ltd. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF) : HIGHWAY & SLAB YIELD STRENGTH OF REINF. — Fy (k::S I) : 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 (INCHES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF) : TOTAL EARTH PRESSURE- Fw (KIP): MOMENT - Mw (FT -[:::IP): AREA REINF. (IN�2) 9 d' (IN) SIZE & SPA ( ----------------- ------------------ ----------- c. 19 5.35 #4 @ 11 MIN. VERTICAL REINF. - .12 % (IN' 2) : MIN. HORIZONTAL REINF. .08 % (IN"2): DESIGN REINF. - VERTICAL: #4 C 16 - HORIZONTAL: #4 @ 3' COMBINED STRESSES @ WALL: EFFECTIVE RATIO OF REINF. - p: MODULAR RATIO - n; COEFFICIENT - k:: ACTUAL RATIO OF DISTANCE COEFFICIENT - /kj: ACTUAL COMPRESSIVE STRESS OF CMU - ffig (PSI): ACTUAL TENSIONAL STRESS OF REINF. — fs (KSI): LEVEL 3 J 40 +•_'56o 1500 NO 50. 00 .71 3. 59 4 7 7.6 7.6 135 84 x.71 1.0 . I 0. 0016 40.0 0.,303 0. . 899 7.345 440.10 < 259.00 28.52 < 20.00 V/IA PROJECT : RESIDENTIAL BRIDGE JOB NO. : 1215 DATE : 12/1991 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: FOOTING DEPTH (INCHES): FOOTING WIDTH - HEEL (INCHES): - TOE (INCHES): FOOTING KEY - DEPTH & WIDTH (INCHES): - BAVK TO BACK OF WALL (INCHES): TOTAL WIDTH OF FOOTING (INCHES): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 4' OF 119 100 150 1.5- 2.5 1500 200 0.35 12 U 0 52 --Wny---F- OVERTURNING FORCE - Fo (KIP): 0.96 OVERTURNING MOMENT - Mo (FT -KIP): 2.56 TOTAL RESISTING WEIGHT - W (KIP): 2.77 RESISTING MOMENT - Mr (FT -KIP): 6.97 OVERTURNING RATIO - SF 2.72 NET MOMENT - Mn (FT -KIP): 4.41 ECCENTRICITY - e (FEET): 0.57 ECCENTRIC MOMENT - Me (FT -KIP): 1.58 FOOTING AREA - Af (FT^2): ' 4.33 SECTION MODULUS - S (FT^3): 3.13 SOIL PRESSURES _ DL ONLY - SPt (PSF): 1144.42 < 1500 - SPh' (PSF): 131.89 > 0 SOIL PRESSURES - ADDED LL - SPt' (PSF): 1992.00 < 1500 - SPh' (PSF): 941.24 > 0 SLIDING RESISTING FORCE - Fr (KIPA 1.17 > 0.96 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 3.50 MAX. MOMENT @ TOE - Mt (FT -KIP): 2.53 AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) ------------------------------------------------- 0.197 . . 8 75 #4 @ ����- ` .o'^7y DESIGN TOE BY7 � .._----.._._...._...._. CMKD. BY -___.__...._. DATE SUBJECT _SHEETNo. .OF -./O _ 7±L Joe ��T7Z- 7—` CA/GO &S!c k//rL PES DFS/y'n!a Y TyPic.4L � �T — TE�-r�o�e.�� 6x /O BF.4/!S OAol 3 - /vi�LL TYPlCifL cxc POSTSeG -O o,V 6x /O S r, 4&s oV_- /c is 8 "soe-/D CxaAw- S' c SIC STE�'G BE.�Fl1- cv oQ�OEESS/pNq` uj N rn s iy z #s e 4'•�.� #s a r c qlF OF CA Ni ¢ D' 5077-,.eE1,A1,�- g ! O • �— i • • -_� b op o•� �N CONT. CONC. ATG. Z CLR. I W-444 p MV 77, SoGlD u • •• • • 05TH/L CA) ale wI Od Toe o?1�_ CMU 2G a I, ZG ii L 3 CG E,4R 16 clfL w.,f -G rlmoor/•c/G BY-.__�` `.-....DATE._/ZL-..�/ SUBJECT J%�' G��`..%i1e/�L R y�/��I�LS SHEET NO. �O OF �LD CHKD. BY-----. DATE - _ .�....._.__1` SSIyc�''_�GY � JOB NO. -_._ 12 /d I f47,E,e/4 G /300 a z 6w'o'1s /200 /=.r/ e JrosTS !/GT. CO/�1PR. 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Ze5g'c/r — �SF � TC -ow G L��4- (oe Tv� �iro,�,o of T,�vrs) wf Y, ADX /.v 7 �T77c led S'T 6z z,4e- S'� / V .GT............ aar`......�;L;�s.,�c-..._/IJGT GG _ shFE H� ........__..... �F ........................ __......__..._............. - -....5------ 7 ...l.......-- CE4V--n EY ............. _....... DATE ...................................... ............ ....................... .............. ........................ ....... .................... ......... JOB NO. ............ �.IO................ L d ex 30, f' /, 7/ ��., - 3. �/ t 6.86 • � �7 '� Iry 9• g7�3o, �� - , 3Z7 K� = .��� it �f/z sem= ,��x/Z/. 327 = /6:�iJ SZ = •30.� � leu /2.a,-O,� / T o / /rO.�A5 /-p /Od Z- Z, 3p P. c.j /.�J� 4r-7 — �Z -;� 4, i� °NSF9� ICBG Evaluation Service, Inc. W Wfn{IM T CODE O �Iy1Dp„G ' A subsidiary corporation of the International Conference of Building Officials gas • TM EVALUATION REPORT Report No. 4627 Copyright © 1992 ICBG Evaluation Service, Inc. February, 1992 Filing Category: FASTENERS—Concrete and Masonry Anchors (066) KWIK BOLT -II AND POST NUT KWIK BOLT -II HILTI, INC. 5400 SOUTH 122ND EAST AVENUE TULSA, OKLAHOMA 74146 I. Subject: Kwik Bolt -II and Post Nut Kwik Bolt -II 11. Description: A. Kwik Bolt -11: Kwik Bolt -11 (KB -II) concrete anchors consist of a stud, wedge, nut and washer. The stud is manufactured from either a carbon or stainless steel material. The carbon steel Kwik Bolt II stud is made from AISI 1038 orfrom AISI 1144 materials. The wedges are made of AISI 1010 steel except Kwik Bolt -II (KB -ll) 3/4 x 12, KB -II 1 x 6, KB -II 1 x 9, and KB -II 1 x 12 have AISI 304 (stainless steel) wedges. All carbon steel components are .zinc plated. Each component of the stainless steel Kwik Bolt -11 is made from either AISI 304 or AISI 316 material. The stud consists of a high-strength steel rod threaded at the upper end. The tapered mandrel has an increasing diameter toward the anchor base and is enclosed by a three -section wedge which freely moves around the mandrel. In the vertical direction, the wedge movement is restrained by the mandrel taper at the bottom and by a collar at the top of the mandrel. When subjected to torque, the wedge is forced against the wall of the pre- drilled hole to provide the anchorage. Allowable tension and shear values in normal -weight concrete are tabulated in Tables Nos. 11 and III forthe car- bon steel and stainless steel anchors, respectively. Allowable tension and shear values for lightweight concrete are shown in Table No. VI. B. Post Nut Kwik Bolt -II: Post Nut Kwik Bolt -II concrete anchors consist of either a carbon (AISI 1144) or stainless (Type 304) steel stud and post nut. The stud threaded end is fabricated to accept a threaded post nut whose outside diameter is equal to the nominal diameter of the stud. The post nut has a countersunk head configuration.Allowable tension and shear values in 3,000 psi normal -weight concrete for carbon and stainless anchors are tabulated in Table No. IV. C. Installation: 1. Kwik Bolt -11 anchor is installed in concrete with a pre- drilled hole of approximately the same size as the nominal bolt diameter. The drilled holes must exceed the depth of anchor embedment by at least two anchor diameters to permit overdriving of anchors and provide a dust free area. The anchor is hammered into the predrilled hole until at least six threads are belowthe surface. The nut is then tightened againstthe washer until the torque values specified in Table No. I are attained. Minimum embedment depths, eoge and spacing requirements are set forth in Table No. I -A. 2. The Post Nut Kwik Bolt -ll anchor is installed in a predrilled hole in con- crete approximately the same size as the nominal bolt diameter. The drilled holes must exceed the depth of anchor embedment by approximately two anchor diameters to permit overdriving and provide a dust free area. The anchor is tapped into the hole until the post nut head touches the material to be fastened. The post nut is then loosened by two complete turns and the anchor tapped again until the post nut is again in contact with fastened material. The post nut is then tightened. D. Special Inspection: Where special inspection is required, com- pliance with Section 306 of the code is necessary. The special inspector must be on the jobsite continuously during anchor installation to verify an- chor type, anchor dimensions, concrete type, concrete compressive strength, predrilled hole dimensions, anchor spacing, edge distances, slab thickness, anchor embedment and tightening torque. E. Identification: The anchors are identified in the field by dimensional characteristics and packaging. The packaging label indicates the man- ufacturer's name and address and the size and type of anchor. A length identification code letter is stamped on the threaded end of the bolt. See length identification system, Table No. V. III. Evidence Submitted: Descriptive data, tension and shear test re- sults. Findings IV. Findings: That the concrete anchors described in this report com- ply with the 1991 Uniform Building Code, subject to the following condi- tions: 1. Allowable shear and tension values are limited by Tables Nos. II through IV, 2. Minimum embedment, spacing and edge distances, and other installation details are as set forth in Tables Nos. I and I -A. 3. Allowable loads for anchors subjected to combined shear and tension forces are be determined by the ratio of the actual shear to the allowable shear plus the ratio of the actual tension to the allowable tension not exceeding 1.00. 4. Anchors are not subjected to vibratory or shock loads such as supports for reciprocating engines or crane rails unless adequa- cy is determined by tests and approved by the local building offi- cial. 5. Allowable loads are not increased for wind or seismic forces. 6. Expansion anchors are installed in holes predrilled with a Hilti carbide -tipped drill bit, manufactured by Hilti, Inc. This report is subject to re-examination in one year. Evaluation reports of lCBO Evaluation Service, Inc., are issued solely to provide information to Class A members of lCBO, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommen- dation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The /CBO Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but does notpossess test facilities to make an independent verification. There is no warranty by /CBO Evaluation Service, Inc.. express or implied, as to any "Finding" or other matter in the report oras to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of 4 Page 2of4 TABLE NO. '—INSTALLATION SPECIFICATION' Report No. 4627 'These details are for the KB -11 anchor. Refer to the evaluation report for additional Post Nut anchor information. TABLE NO. I -A ANCHOR SPACING AND EDGE DISTANCE REQUIREMENTS 2.3,4,5 DESCRIPTION SETTING DETAILS KB -11 114 Inch KB -II 1 4 inch ANCHOR SIZE KB -II KB -II 1/2 Inch 5/8 Inch KB -II 3/4 Inch KB -II 3 inch BD = D drill bit size = anchor diameter (Inches) 1/4 3/s 1/2 5/3 3/4 1 E depth of embedment (minimum/standard) (Inches) 1'/s 1 2 15/s 2'h 2'!a 3'h 73/a 4 31/a 43/4 4'/z 6 DC wedge clearance hole (Inches) 5/16 7/16 9/16 "/16 13/16 11/8 L anchor length (min/max) (Inches) 13/4 4'/2 21/s 7 23/4 7 3V2 10 41/2 12 6 12 TL thread length std./extra thread length (Inches) 3/4 3 7/s 4 11/4 4 I'/z 41/2 P/z 1 4'/z 21/4 41/2 M installation : Stainless Steel torque (ft. -lbs.) : Carbon Steel : min. E guide values : std. E 4 4 7 20 20 25 30 30 45 75 75 95 150 150 225 200 200 350 BMT min. base material thickness (Inches) 3" or 1.3 x Embed. depth whichever is greater 2'/2 2'h- 33/s 21/4 'These details are for the KB -11 anchor. Refer to the evaluation report for additional Post Nut anchor information. TABLE NO. I -A ANCHOR SPACING AND EDGE DISTANCE REQUIREMENTS 2.3,4,5 DESCRIPTION ANCHOR SIZE 1/4 inch 3/9 inch 1/2 inch S/8 Inch 3/41nch t inch EMBEDMENT minimum/standard (Inches) IUs 2 Ph 2'h 21/4 3'/2 23/4 4 31/4 43/4 41/2 6 AS spacing required to obtain maximum working load (Inches) 3 3 4'/2 41/2 6 6 7'/z 7'/2 9 9 12 12 ASmin minimum allowable spacing between anchors (Inches) 1 1!z P/2 21/4 21/4 3 3 33/4 33/4 4V2 41/2 6 6 ED edge distance required to obtain maximum working load (Inches) Shear Tension 33/8 13/4 33/s 3 4'/8 21/2 47lx 33/4 63/4 33/s 63/4 51/4 3'/4 4'/8 31/4 6 93/4 47/8 93/4 71/x 131/2 1 63/4 131!2 9 EDmin minimum allowable edge distance (Inches) Shear13/4 Tension I'/x 13/4 2 21/2 ISJx 2'/2 2'h- 33/s 21/4 33/s 31/2 41/s 2314 4'/x 4 47/x 31/4 47/8 43/4 63/4 1 41/2 63/4 6 [When using EDmin and the load is shear, reduce the working load by 50 percent. -When using EDmin and the load is tension. reduce the working load by 20 percent. 3For AS and ED of anchors with actual embedments between the listed embedments. use the linear interpolation. 4For AS and ED of anchors with embedments greater than the deepest embedment listed. use the value for the deepest embedment shown in the table. Maw in this table and the footnotes apply to all anchors covered in this report. Page 3 of 4 TABLE NO. II—KB-II CARBON STEEL ALLOWABLE TENSION AND SHEAR VALUES (In Pounds)1,4 Report No. 4627 1The tabulated tension and shear values are for anchors installed in stone -aggregate concrete having the compressive strength�at the time of installation. Concrete aggregate must comply with U.B.0 Standard No. 26-2. '--These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. 3These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 306 of the code. 4The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchor diameters provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings. TABLE NO. III—AISI 304 AND 316 STAINLESS STEEL KB -II ALLOWABLE TENSION AND SHEAR VALUES (In Pounds)1,4 ANCHOR DIA. (Inches) DEPTH EMBED. (Inches) F, = 2000 psi Tension With' Without Sp. Insp. Sp. Insp. V, = 2000 psi f'� = 3000 psi Tension With' Without Sp. Insp. Sp. Insp. Shear f,� = 3000 psi Shear V = 6000 psi Tension With' Without Sp. Insp. Sp. Insp. f'� = 4000 psi 1/4 11/8 f', = 6000 psi 150 ANCHOR DIA. (Inches) DEPTH EMBED. (Inches) Tension With' Without Sp. Insp. Sp. Insp. Shear Tension With' WithOut2 Sp. Insp. Sp. Insp. Shear Tension With' Without Sp. Insp. Sp. Insp. Shear Tension With' Without2 Sp. Insp. Sp. Insp. Shear 1/4 1I/8 250 125 400 310 155 400 360 180 400 440 220 400 1/4 2 525 265 400 550 280 400 590 295 400 625 315 400 1/4 33/4 625 315 400 625 315 400 625 315 400 625 315 400 3/8 15/8 500 250 925 615 310 975 1 710 355 1.025 800 400 1.025 3/8 21/2 1.125 565 1.100 1.210 605 1.100 1.290 645 1,100 1.450 725 1.100 3/8 41/4 1,250 625 1,100 1.300 650 1,100 1,350 675 1,100 1.450 725 1,100 1/2 21/4 1,100 550 1,810 1,230 615 1,840 1,365 680 1.840 1.625 815 1.840 1/2 1 31/2 1,750 875 1.840 2.000 1 1,000 1,840 2,250 1.125 1,840 2.625 1,315 1.840 1/2 6 1,950 975 1,840 2,165 1.080 1,840 2.375 1.190 1,840 2.6251.315 900 1.840 5/8 23/4 1,500 750 2,875 1,750 875 2.875 1000 1,000 2.875 2.500 1,250 2.875 5/8 4 2,250 1,125 3,125 2,670 1,335 3.125 3,090 1,545 3.125 3.925 1,465 3.125 5/8 7 3,000 1,500 3,125 3,250 1,625 3,125 3,500 1,750 3,125 3,925 1,965 3,125 3/4 31/4 1,850 925 3,875 2,175 1,090 3,875 2,500 1.250 3,875 3,000 1,500 3.875 3/4 43/4 2,750 1,375 4,225 3.875 1,940 4,225 4,500 2,250 4,225 5,060 2,530 4,225 3/4 8 3,750 1,875 4,225 4,625 2,315 4,225 5,500 2,750 4,225 5,925 2,965 4.225 1 41/2 2,930 1,465 6,625 3,800 1,900 7,125 4,375 2,190 7,625 4,360 2.180 8.625 1 6 3,990 1,995 8,625 5.625 2,810 8,625 6,625 3,315 8,625 7,875 3,940 8.625 1 9 6,090 3,045 8,625 7.190 3,595 1 8,625 8,125 4,065 1 8.625 10,000 5.000 8.625 1The tabulated tension and shear values are for anchors installed in stone -aggregate concrete having the compressive strength�at the time of installation. Concrete aggregate must comply with U.B.0 Standard No. 26-2. '--These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. 3These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 306 of the code. 4The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchor diameters provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings. TABLE NO. III—AISI 304 AND 316 STAINLESS STEEL KB -II ALLOWABLE TENSION AND SHEAR VALUES (In Pounds)1,4 ANCHOR DIA. (Inches) DEPTH EMBED. (Inches) F, = 2000 psi Tension With' Without Sp. Insp. Sp. Insp. Shear f'� = 3000 psi Tension With' Without Sp. Insp. Sp. Insp. Shear f'� = 4000 psi Tension With2 Without Sp. Insp. Sp. Insp. Shear V = 6000 psi Tension With' Without Sp. Insp. Sp. Insp. Shear 1/4 11/8 300 150 525 315 156 540 325 165 550 350 175 550 1/4 1 2 440 220 550 520 260 550 1 520 260 550 1 520 260 550 1/4 33/4 520 260 550 520 260 550 520 260 550 520 260 550 3/8 15/8 400 200 825 460 230 950 515 260 1.075 625 315 1.150 3/8 21/2 875 440 1.250 1.025 515 1,250 1.175 590 1,250 1.350 675 1.250 3/8 41/4 1,000 500 1.250 1,250 625 1,250 1,350 675 1.250 1,350 675 1.250 1/2 21/4 800 400 1,700 1.000 500 1,740 1,200 600 1,775 1.250 625 j 2.085 1/2 31/2 1.250 625 2.085 1,625 815 2.085 2,000 1.000 2.085 2.250 1,125 1 2.085 1/2 6 1,375 690 2.085 1,765 880 2,085 2.150 1.075 2,035 2,550 1.275 2.085 5/8 23/4 1,175 590 2.625 1,500 750 2,875 1,700 850 3,125 1,800 900 3.125 5/8 4 1,750 875 3.125 2,250 1,125 3,125 2.750 1.375 3.125 3,000 1.500 3.125 5/8 7 2.250 1,125 3.125 2.825 1.415 3,125 3,425 1.715 3,125 3.425 1,715 3.125 3/4 31/4 1.450 725 2.700 1,825 915 3,100 2.200 1.100 3,500 2.450 1,225 4.500 3A 43/4 2.350 1.175 4.225 3.050 1.525 4,365 3.625 1.815 4500 4,375 2,190 4.500 3/4 8 2.750 1,375 4.500 3.625 1.815 4,500 4.250 2.125 4.500 4.800 2.400 4500 1 4'/ 2.925 1 A6 5.700 3,625 1,815 6.350 4.325 '_.165 7.000 4,500 2250 7.000 1 6 4.125 2.065 7.000 6,000 3.000 7.000 6.750 3.375 7.000 6.875 3.440 7.000 1 9 5.250 2.625 7.000 7.500 3.750 7,000 8,800 4.400 7.000 8.800 4.100 7.0011 'The tabulated tension and shear values are for anchors installed in stone -aggregate concrete having the compressive strength at the time of installation. Concrete aggregate must comply with U.B.C. Standard No. 26-2. '-These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. 3These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 306 of the code. 'The tabulated values are lir anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchor diameters provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings. Page 4 of 4 TABLE NO. IV—POST NUT KB -II ALLOWABLE TENSION AND SHEAR VALUES (In Pounds)1,4 IThe tabulated tension and shear values are for anchors installed in stone -aggregate concrete having the compressive strength at the time of installation. Concrete aggregate must comply with U.B.C. Standard No. 26-2. '-These tension values are only -applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. 3These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 306 of the code. 4The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to,6 anchordiameters provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings. TABLE NO. V—LENGTH IDENTIFICATION SYSTEM ReportNo. 4627 STAMP ON ANCHOR A B C D E F G H 1 J V, = 3000 psi P O R S T U V W X Y Z Length Tension 11/2 2 21/2 .3 31/2 ANCHOR MINIMUM DEPTH 9 91/2 10 II 12 Without' of anchor DIAMETER/MATERIAL OF EMBEDMENT With' Special Special 360 450 625 975 1,100 1.600 1.575 2.300 2.200 3.250 (Inches) (Inches) Inspection Inspection " Shear 1/4 Carbon Steel I IA, 420 210 330 1/4 Stainless Steel 11/s 450 225 470 3/4 Carbon Steel IS/s 760 380 700 3/8 Stainless Steel IS/s 830 1 415 1.250 IThe tabulated tension and shear values are for anchors installed in stone -aggregate concrete having the compressive strength at the time of installation. Concrete aggregate must comply with U.B.C. Standard No. 26-2. '-These tension values are only -applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. 3These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 306 of the code. 4The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to,6 anchordiameters provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings. TABLE NO. V—LENGTH IDENTIFICATION SYSTEM ReportNo. 4627 STAMP ON ANCHOR A B C D E F G H 1 J K L M N O P O R S T U V W X Y Z Length From 11/2 2 21/2 .3 31/2 4 41/2 5 5'/2 6 61/2 7 71/2 8 81/2 9 91/2 10 II 12 13 14 15 16 17 18 of anchor 400 400 755 1.100 1,370 1,840 2,480 3,125 3,170 4,135 105 150 190 315 340 500 555 825 770 1,100 210 300 380 630 685 1,000 1,110 1,650 1,545 2,200 180 225 310 485 550 800 785 1,150 1,100 1.625 360 450 625 975 1,100 1.600 1.575 2.300 2.200 3.250 5 (Inches) 15 25 30 65 75 135 150 Up to 2 21/2 3 31/2 4 41/2 5 51/2 6 61/2 7 71/2 8 81/2 9 91/2 10 11 12 13 14 15 16 17 18 19 but not including TABLE NO. VI—KWIK BOLT II CARBON STEEL ALLOWABLE TENSION AND SHEAR IN LIGHTWEIGHT EXPANDED SHALE -AGGREGATE CONCRETEM ANCHOR SIZE (Inches) EMBEDMENT DEPTH (Inches) TORQUE (Ft. -Lb.) SHEAR (Pounds) TENSION (Lbs.) WITHOUT SPECIAL INSPECTION' TENSION (Lbs.) WITH SPECIAL INSPECTION' TENSION (Lbs.) WITHOUT SPECIAL INSPECTION' TENSION (Lbs.) WITH SPECIAL INSPECTION' f > 2000 psi f'� = 2000 psi f'c = 4000 psi 1/4 3/8 1/2 5/8 .3/4 11/8 2 15/8 21/2 21/4 31/2 23/4 4 31/4 43/4 4 400 400 755 1.100 1,370 1,840 2,480 3,125 3,170 4,135 105 150 190 315 340 500 555 825 770 1,100 210 300 380 630 685 1,000 1,110 1,650 1,545 2,200 180 225 310 485 550 800 785 1,150 1,100 1.625 360 450 625 975 1,100 1.600 1.575 2.300 2.200 3.250 5 15 15 25 30 65 75 135 150 The tabulated tension and shear values are for anchors installed in lightweight expanded shale -aggregate concrete having the compressive strength at the time of installa- tion. Concrete aggregate must comply with U.B.C. Standard No. 26-3. '-These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 306 of the code. 3These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. 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JOB NO. ......... _��/O ...................... �x /2 - 1/91:14 327 Bak: -Ts — �J- d /, 90x /, 33/Z %z -r�,� �,� . s,�v E- te z, 30 o•c.) G1v,67_ eF — �/z aTm ICBG Evaluation Service, Inc. com A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Report No. 4627 Copyright© 1992 ICBG Evaluation Service, Inc. February, 1992 Filing Category: FASTENERS—Concrete and Masonry Anchors (066) KWIK BOLT -II AND POST NUT KWIK BOLT -II HILTI, INC. 5400 SOUTH 122ND EAST AVENUE TULSA, OKLAHOMA 74146 I. Subject: Kwik Bolt -ll and Post Nut Kwik Bolt -ll II. Description: A. Kwik Bolt -II: Kwik Balt -11 (KB -II) concrete anchors consist of a stud, wedge, nut and washer. The stud is manufactured from either a carbon or stainless steel material. The carbon steel Kwik Bolt II stud is made from AISI 1038 or from AISI 1144 materials. The wedges are made of AISI 1010 steel except Kwik Bolt -II (KB -II) 3/4 x 12, KB -II 1 x 6, KB -II 1 x 9, and KB -II 1 x 12 have AISI 304 (stainless steel) wedges. All carbon steel components are zinc plated. ERch component of the stainless steel Kwik Bolt -II is made from either AISI 304 or AISI 316 material. The stud consists of a high-strength steel rod threaded atthe upper end. The tapered mandrel has an increasing diameter toward the anchor base and is enclosed by a three -section wedge which freely moves around the mandrel. In the vertical direction, the wedge movement is restrained by the mandrel taper at the bottom and by a collar at the top of the mandrel. When subjected to torque, the wedge is forced against the wall of the pre- drilled hole to provide the anchorage. Allowable tension and shear values in normal -weight concrete are tabulated in Tables Nos. 11 and III forthe car- bon steel and stainless steel anchors, respectively. Allowable tension and shear values for lightweight concrete are shown in Table No. VI. B. Post Nut Kwik Bolt -II: Post Nut Kwik Bolt -ll concrete anchors consist of either a carbon (AISI 1144) or stainless (Type 304) steel stud and post nut. The stud threaded end is fabricated to accept a threaded post nut whose outside diameter is equal to the nominal diameter of the stud. The post nut has a countersunk head configuration.Allowable tension and shear values in 3,000 psi normal -weight concrete for carbon and stainless anchors are tabulated in Table No. IV. C. Installation: 1. Kwik Bolt -II anchor is installed in concrete with a pre- drilled hole of approximately the same size as the nominal bolt diameter. The drilled holes must exceed the depth of anchor embedment by at least two anchor diameters to permit overdriving of anchors and provide a dust free area. The anchor is hammered into the predrilled hole until at least six threads are below the surface. The nut is then tightened againstthe washer until the torque values specified in Table No. I are attained. Minimum embedment depths, edge and spacing requirements are set forth in Table No. I -A. 2. The Post Nut Kwik Bolt -II anchor is installed in a predrilled hole in con- crete approximately the same size as the nominal bolt diameter. The drilled holes must exceed the depth of anchor embedment by approximately two anchor diameters to permit overdriving and provide a dust free area. The anchor is tapped into the hole until the post nut head touches the material to be fastened. The post nut is then loosened by two complete turns and the anchortapped again until the post nut is again in contact with fastened material. The post nut is then tightened. D. Special Inspection: Where special inspection is required, com- pliance with Section 306 of the code is necessary. The special inspector must be on the jobsite continuously during anchor installation to verify an- chor type, anchor dimensions, concrete type, concrete compressive strength, predrilled hole dimensions, anchor spacing, edge distances, slab thickness, anchor embedment and tightening torque. E. Identification: The anchors are identified in the field by dimensional characteristics and packaging. The packaging label indicates the man- ufacturer's name and address and the size and type of anchor. A length identification code letter is stamped on the threaded end of the bolt. See length identification system, Table No. V. III. Evidence Submitted: Descriptive data, tension and shear test re- sults. Findings IV. Findings: That the concrete anchors described in this report com- ply with the 1991 Uniform Building Code, subject to the following condi- tions: 1. Allowable shear and tension values are limited by Tables Nos. li through IV, 2. Minimum embedment, spacing and edge distances, and other installation details are as set forth in Tables Nos. I and I -A. 3. Allowable loads for anchors subjected to combined shear and tension forces are be determined by the ratio of the actual shear to the allowable shear plus the ratio of the actual tension to the allowable tension not exceeding 1.00. 4. Anchors are not subjected to vibratory or shock loads such as supports for reciprocating engines or crane rails unless adequa- cy is determined by tests and approved by the local building offi- cial. 5. Allowable loads are not increased for wind or seismic forces. 6. Expansion anchors are installed in holes predrilled with a Hilti carbide -tipped drill bit, manufactured by Hilti, Inc. This report is subject to re-examination in one year. Evaluation reports of ICBO Evaluation Service, Inc., are issued solely to provide information to Class A members of ICBO, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommen- dation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBO Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by ICBO Evaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report ar as to any product covered by the report. This disclaimer includes, but is not limited to. merchantability. Page 1 of 4 Page 2 of 4 TABLE NO. I—INSTALLATION SPECIFICATION' } Report No. 4627 'These details are for the KB -II anchor. Refer to the evaluation report for additional Post Nut anchor information. TABLE NO. I -A ANCHOR SPACING AND EDGE DISTANCE REQUIREMENTS1,2,3,4.5 DESCRIPTION SETTING DETAILS KB -11 1/4 Inch KB -II ale Inch ANCHOR SIZE KB -II KB -II 1/2 Inch 5/8 Inch KB -II 3/4 Inch KB -II 1 Inch BD = D drill bit size = anchor diameter (Inches) '/4 3/e 1/2 5/B 3/4 1 E depth of embedment (minimum/standard) (Inches)' /8 2 15/a 21/x 21/a 31/z 23/a 4 3'/a 43/a 41/z 6 DC wedge clearance hole (Inches) 5/16 7/16 9/16 "/16 17/16 1'/E L anchor length (min/max) (Inches) 3/4 4'/z 2 Us 1 7 23/a 1 7 3'/2 10 4'/2 12 6 12 TL thread length std./extra thread length (Inches) 3/a 3 Y. 4 l'/4 4 P/z 4'/2 1'/2 4'/2 2'/4 41/2 M installation : Stainless Steel torque (ft. -lbs.) : Carbon Steel : min. E guide values : std. E 4 4 7 20 20 25 30 30 45 75 75 95 150 150 225 200 200 350 BMT min. base material thickness (Inches) 3" or 1.3 x Embed. depth whichever is greater 2'/2 33/a 21/4 'These details are for the KB -II anchor. Refer to the evaluation report for additional Post Nut anchor information. TABLE NO. I -A ANCHOR SPACING AND EDGE DISTANCE REQUIREMENTS1,2,3,4.5 DESCRIPTION ANCHOR SIZE 1/4 inch ale Inch 112 Inch 5/e inch 3/4 inch 1 Inch EMBEDMENT minimum/standard (Inches) 1'/x 2- 151s 2'/2 2'/a 3'L 23/4 4 31/4 43/4 41h- 6 AS spacing required to obtain maximum working load (Inches) 3 3 4�/2 6 6 Th 71/2 9 9 12 12 ASmin minimum allowable spacing between anchors (Inches) 1 V2 1'h- r1/4 /a 3 3 33/4 33/4 41/2 4'h- 6 6 ED edge distance required to obtain maximum working load (Inches) Shear Tension 33/x 13/4 33/s 3 2 47/ 33/4 6314 33/s 6314 5'/4 8'/4 4'!x 8'/4 6 93/4 47/8 93/4 7'/x 13/2131/2 63/4 9 EDmin minimum allowable edge distance (Inches) Shear Tension 13/4 1 Us 13/4 2 2'k2'/z 15/s 2'/2 33/a 21/4 33/s 311 4 /e 23/4 4'/a 4 47/e 31/4 47/s 43/4 63/4 1 41/2 63/a 6 1 When using EDmin and the load is shear. reduce the working load by 50 percent. '--When using EDmin and the load is tension. reduce the working load by 20 percent. 3For AS and ED of anchors with actual embedments between the listed embedments, use the linear interpolation. aFor AS and ED of anchors with embedments greater than the deepest embedment listed. use the value for the deepest embedment shown in the table. SData in this table and the footnotes apply to all anchors covered in this report. Page 3 of 4 Report No. 4627 TABLE NO. II—KB-II CARBON STEEL ALLOWABLE TENSION AND SHEAR VALUES (In Pounds)1,4 'The tabulated tension and shear values are for anchors installed in stone -aggregate concrete having the compressive strength at the time of installation. Concrete aggregate must comply with U.B.0 Standard No. 26-2. 2These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. 3These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 306 of the code. 'The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchor diameters provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings. TABLE NO. III—AISI 304 AND 316 STAINLESS STEEL KB -II ALLOWABLE TENSION AND SHEAR VALUES (In Pounds)1,4 ANCHOR DIA. (Inches) DEPTH EMBED. (Inches) f'c = 2000 psi Tension With= Without, Sp. Insp. Sp. Insp. Y, = 2000 psi f', = 3000 psi Tension With' Without' Sp. Insp. Sp. Insp. Shear !'r = 3000 psi Shear f'� = 6000 psi Tension With' Without3 Sp. Insp. Sp. Insp. f'c = 4000 psi 1/4 11/8 f'� = 6000 psi 150 ANCHOR DIA. (Inches) DEPTH EMBED. (Inches) Tension With' WithouP Sp. Insp. Sp. Insp. Shear Tension With' Without' Sp. Insp. Sp. Insp. Shear Tension With' Without' Sp. Insp. Sp. Insp. Shear Tension With' Without3 Sp. Insp. Sp. Insp. Shear 1/4 1I/s 250 125 400 310 155 400 360 180 400 440 220 400 1/4 1 2 525 265 400 550 280 400 590 295 400 625 315 400 1/4 33/4 625 315 400 625 315 400 625 315 400 625 315 400 3/g 15/4 500 250 925 615 310 975 710 355 1.025 800 400 1.025 3/8 21/2 1.125 565 1,100 1,210 605 1,100 1,290 645 1,100 1.450 725 1,100 3/;I 41/4 1.250 625 1,100 1,300 650 1.100 1.350 675 1.100 1 1,450 725 1,100 1/2 21/4 1,100 550 1 1,810 1,230 615 1.840 1.365 680 1,840 1.625 815 1.840 1/231/2 6 1,750 875 (.840 2,000 1.000 1,840 2,250 1.125 1.840 2.625 1.315 1.840 1/2 6 1,950 975 1,840 2,165 1,080 1,840 2.375 1,190 1,840 1 2.625 1,315 1.840 5/3 23/4 1.500 750 2,875 1.750 875 2.875 2.000 1.000 2,875 2,500 1.250 2.875 5/8 4 2,250 1,125 3.125 2,670 1,335 3.125 3,090 1,545 3,125 3,925 1,465 3.125 5/8 7 3,000 1,500 3,125 3,250 1,625 3,125 3,500 1,750 3,125 3,925 1.965 3.125 3/4 31/4 1,850 925 3,875 2,175 1,090 3,875 2,500 1,250 3,875 3,000 1,500 3,875 3/4 43/4 2,750 1.375 4,225 3,875 1,940 4,225 4,500 2,250 4,225 5.060 2,530 4.225 3/4 8 3,750 1,875 4,225 4,625 2,315 4,225 5,500 2,750 4,225 5.925 2,965 4,225 1 41/2 2,930 1,465 6,625 3,800 1,900 7.125 4,375 2,190 7,625 4,360 2,180 8,625 1 6 3,990 1,995 8,625 5,625 2,810 8,625 6,625 3,315 8425 7,875 3,940 8,625 1 9 6,090 3,045 8,625 7,190 3,595 8,625 8,125 4,065 8,625 10,000 5,000 8,625 'The tabulated tension and shear values are for anchors installed in stone -aggregate concrete having the compressive strength at the time of installation. Concrete aggregate must comply with U.B.0 Standard No. 26-2. 2These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. 3These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 306 of the code. 'The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchor diameters provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings. TABLE NO. III—AISI 304 AND 316 STAINLESS STEEL KB -II ALLOWABLE TENSION AND SHEAR VALUES (In Pounds)1,4 ANCHOR DIA. (Inches) DEPTH EMBED. (Inches) f'c = 2000 psi Tension With= Without, Sp. Insp. Sp. Insp. Shear f', = 3000 psi Tension With' Without' Sp. Insp. Sp. Insp. Shear f', = 4000 psi Tension With' Without3 Sp. Insp Sp. Insp. Shear f'� = 6000 psi Tension With' Without3 Sp. Insp. Sp. Insp. Shear 1/4 11/8 300 150 525 315 156 540 325 165 550 350 175 550 1/4 1 2 440 220 550 520 260 550 520 260 550 1 520 260 550 1/4 33/4 520 260 550 520 260 550 1 520 260 550 520 260 550 3/S 15/8 400 200 825 460 230 950 515 260 1,075 625 315 1.150 3/8 21/2 875 440 1.250 1,025 515 1,250 1.175 590 1.250 1,350 675 1,250 3/8 41/4 1.000 500 1,250 1.250 625 1,250 1,350 675 1.250 1.350 675 1.250 1/2 21/4 800 400 1,700 1,000 500 1,740 1,200 600 1.775 1,250 625 2.085 1/2 1 31/2 1.250 625 2,085 1.625 1 815 2,085 2.000 1.000 2.085 2,250 1.125 2.085 lh 6 1.375 690 2,085 1,765 880 2.085 2,150 1,075 2,085 2,550 1.275 2.085 5/3 23/4 1,175 590 2,625 1,500 750 2,8751 1.700 850 3.125 1.800 900 3,125 5/s 4 1,750 875 3.125 2,250 1.125 3.125 2.750 1,375 3.125 3,000 1.500 3.125 5/8 7 2.250 1.125 3.125 2,825 1.415 3.125 3.425 1,715 1125 3,425 1,715 3.125 3/4 31/4 1.450 725 2.700 1.825 915 3.100 2.200 1,100 3,500 2.450 1.225 4.500 3/4 43/" 2.350 1.175 1 4.225 3.050 1 L525 4.365 3.625 1.815 4.500 4.375 2.190 4.500 3/4 8 2.750 1.375 4.500 3.625 1.315 4.500 4.250 2.125 4.500 4.800 2.400 4.500 I 4'/, 2,925 1.465 5,700 3.625 1.815 6.350 4.325 2.165 7.000 4.500 2.250 7,000 1 6 4,125 2.065 7,000 6,000 3,000 7.000 6.750 3,375 7,000 6.875 3.440 7.000 1 9 5,250 2.625 7,000 7.500 3.750 7.000 8.800 4.400 7.000 8.800 4,400 7,000 'The tabulated tension and shear values are for anchors installed in stone -aggregate concrete having the compressive strength at the time of installation. Concrete aggregate must comply with U.B.C. Standard No. 26-2. '--These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. These tension values are only applicahle when the anchors are installed without special inspection as set forth in Section 306 of the code. "The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchor diameters provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings. Page 4 of 4 TABLE NO. IV—POST NUT KB -II ALLOWABLE TENSION AND SHEAR VALUES (In Pounds)3,4 "Me tabulated tension and shear values are for anchors installed in stone -aggregate concrete having the compressive strength at the time of installation. Concrete aggregate must comply with U.B.C. Standard No. 26-2. '-These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. 3These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 306 of the code. "Me tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchordiameters provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings. TABLE NO. V—LENGTH IDENTIFICATION SYSTEM ReportNo. 4627 STAMP ON ANCHOR A a C D E F G H 1 J V� = 3000 psi P 0 R S T U V W X Y Z Length Tension 11/2 2 21/2 3 31/2 ANCHOR MINIMUM DEPTH 9 91/2 10 11 12 Without' ofanchor DIAMETER/MATERIAL OF EMBEDMENT With' Special Special 15 (Inches) (Inches) Inspection Inspection Shear 1/4 Carbon Steel ll/,4 420 - 210 330 1/4 Stainless Steel 11/8 450 225 470 3/s Carbon Steel I5/8 760 380 700 3/8 Stainless Steel I5/8 1 830 415 1.250 "Me tabulated tension and shear values are for anchors installed in stone -aggregate concrete having the compressive strength at the time of installation. Concrete aggregate must comply with U.B.C. Standard No. 26-2. '-These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. 3These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 306 of the code. "Me tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchordiameters provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings. TABLE NO. V—LENGTH IDENTIFICATION SYSTEM ReportNo. 4627 STAMP ON ANCHOR A a C D E F G H 1 J K L M N O P 0 R S T U V W X Y Z Length From 11/2 2 21/2 3 31/2 4 41/2 5 51/2 6 61/2 7 71/2 8 81/2 9 91/2 10 11 12 13 14 15 16 17 18 ofanchor 210 '180 300 225 380 310 630 485 685 550 1.000 800 1.110 785 1.650 1,150 1.545 1,100 1 2,200 1.625 360 450 625 975 1,100 1,600 1.575 2,300 2,200 3,250 5 15 15 25 (Inches) 65 75 135 150 Up to 2 21/2 3 31/2 4 41/2 5 51/2 6 61/2 7 71/2 8 81/2 9 91/2 10 11 12 13 14 15 16 17 18 19 but not including TABLE NO. VI—KWIK BOLT II CARBON STEEL ALLOWABLE TENSION AND SHEAR IN LIGHTWEIGHT EXPANDED SHALE -AGGREGATE CONCRETEI,4 ANCHOR SIZE (Inches) EMBEDMENT DEPTH (Inches) TORQUE (Ft. -Lb.) SHEAR (Pounds) TENSION (Lbs.) WITHOUT SPECIAL INSPECTIONS TENSION (Lbs.) TENSION (Lbs.) WITH SPECIAL WITHOUT SPECIAL INSPECTION' INSPECTION' TENSION (Lbs.) WITH SPECIAL INSPECTION' f', . 2000 psi /'c = 2000 psi r', = 4000 psi 1/4 3/8 1/2 5/8 3/4 11/8 2 15/8 21/2 21/4 31/2 23/4 4 31/4 43/4 4 400 400 755 1.100 1,370 1,840 2,480 3,125 3.170 4,135 105 150 190 315 340 500 555 825 770 1,100 210 '180 300 225 380 310 630 485 685 550 1.000 800 1.110 785 1.650 1,150 1.545 1,100 1 2,200 1.625 360 450 625 975 1,100 1,600 1.575 2,300 2,200 3,250 5 15 15 25 30 65 75 135 150 'The tabulated tension and shear values are for anchors installed in lightweight expanded shale -aggregate concrete having the compressive strength at the time of installa- tion. Concrete aggregate must comply with U.B.C. Standard No. 26-3. '-These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 306 of the code. t 'These tension values are only applicable when the anchors are installed with special inspection as se[ forth in Section 306 of the code. , ;The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchor diameters provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings. BY ____.__-.._...--•-----DATE --•.--.._.._._...... SU®7ECT...._..�______._.�, __._. SHEET NO. _._ OF CHKD.BY................ DATE ........................ Sh`O.�lvlt'E7�LGtTrb'YZ� JOB'NO. Z= _.. —. _. — 5790 CLARK RD. PARADISE, CA 95989 (916) 872-02S4 �,��- ��,c4✓�zT oP• .T�f�3'F c��es /s' TSE �T.�vcrrJ,�,�•� ,L�s/S',e� f'PIZ ��•/�i.�G' — ,Z� �i9-,�•/.�ry �iif-LL �.S �f ���4�b'7'tEivT J�O� /7--tPO.��i�Y VIPs-& 16�O. /Z/6 CW /.v— /`�.�,�, 3, 211 Sit 7,-,f,v,fz_ Z-�z) - 3 �L 9- 7) x _z7 - /3117/ x Q�OF ESS/I eyc 0.) z �Z Z_ 3m. �x Z e �/. D / *l civ /3. 7//?/ , /�3 �/ 9lFOF CAUF�� �Z /� l�r � S' - .SZ - , tP ¢ K /Z/ /! 3 = c/Z• Z U .�_ � -O /o . a , `3/Z r��9 Z g� sig J.4 bUTf S COUNTY .¢'-o''�•= Gi�U GIJ�tL�, /�o�roE T�'PlJ,�y BUILDING DEPARTMENT h`���/�'s ���• T mss 3' X14, Sse APPROVED SUBJECT: CMU BETAINING"BEARING WALL FOUND'S BY: FLT DATE: 8/91 JOB NO.: 1155 PROJECT: BETTED: BUILDERS CONSTRUCTION 5265 ROYAL OAKS DR., OROVILLE;; CA 95966 FLT ENGINEERING 5790 CLARE. ROAD PARADISE, - CA SHEET 1 OF 10 DESIi�N CF:ITEF:IA: STUD WALL, FLOOR & ROOF ARE SUPPORTED BY CMU FETAINING—BEARING WALL FOUNDATIONS. CMU WALLS ARE SUPPORTED @ TOP BY CONCRETE SLAB AND AT THE BOTTOM BY A CONTINUOUS FOOTING. CODE 1988 UBC: SUPERIMPOSED LOADS: MIN. DL = .010 x (3+8) _ .11 k/1 MAX. LL = :016 x 21 + .010 r, (21-3) + 050 x 2 _ .62 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 + FLOOR DL+LL SURCHARGE OF 2� �00# WHEEL LOAD @ APPROX . S' FROM WALL - :.0/6 = .056 KSF -- 1' SURCH. CALC'S PROVIDED FOR: A. 101-0" HIGH WALL - SHEETS 2 & 3.. B. 12'-0" HIGH WALL - SHEETS 4 & 5' C. 141-011 HIGH WALL - SHEETS 6,7 & 8 C:ONSTRUC:TION DETAILS - SHEETS 9 & 10 MATERIALS: CONCRETE - ULTIMATE COMPRESS. STRENGTH - f1c _ 2000 PSI @ 28 DAYS, CMU - ULTIMATE COMPRESSIVE STRENGTH - flm 1500 PSI, GROUTED SOILD, NO INSPECTION REOUIRED. QRpF ESS/pN REINFORCING - ASTM A615, GRADE 40, �� L. T q, WELDED WELDED WIRE MESH — ASTM A185, 6x6 — W1.4 x W1.4 ON m ALLOWABLE SOIL BEARING PRESSURE - 1500 PSF , CIVS ALLOWABLE LATERAL BRG. PRESSURE - 200 PSF lFpF CA�IE�Q� t PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 1155 DATE . 8/1991 CALC`S BY'. FLT SUBJECT: CMU RETAINING - BEARING WALL ---------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): 2000# WHEEL LOAD YIELD STRENGTH REINF. (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fri. ( PSI-? : 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): GROUTED SOLID - WEIGHT OF GROUT (PCF): SLENDERNESS RATIO - h/t: AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fhr (KIP): REACTION L TOP OF WALL - Rt (KIP): REACTION L BOTTOM OF WALL - Rb (KIP): HEIGHT OF '01 SHEAR - Ho (FEET): MOMENT - Mw (FT -[.-.,:IP:): AREA REINF. (W2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------ 0.159 9.29 #5 C 23.3 MIN. VERTICAL.REINF. - .1' % (IN"2): MIN. HORIZONTAL REINF. - .08 % (W2): DESIGN REINF. - VERTICAL: #5 @ 16 - HORIZONTAL: #5 C 3 EFFECTIVE RATIO OF REINF. - p: MODULAR RATIO - n: COEFFICIENT - k: ACTUAL RATIO OF DISTANCE - j: COEFFICIENT - 2/k: j: ACTUAL COMPRESSIVE STRESS OF CMU - fm WS I) : ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (91 E ) 872-0254 SHEET 0 OF /d LEVEL 30 . 1 40 iii 15 0 c:; NO 250.00. 0.62 lid 10.67 1 1 . 6 JJ r15 10 25 J 1^^ v.l 1.71 ci.6i , Dli': F(J �itJ 1.10 5. 69 2.17 0.167 0.111 0. 0017 40.0 0.305 0.898 . 304 183.72 < 250.00 13.4' . 20.00 COMBINED STRESSES @ WALL: 0.81 < 1.0 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 1155 DATE : 6/1991 CAL=:' S BY FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEAF:ING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE(PSF): FRICTION COEFFICIENT — Fc: BEAF;ING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE ( PSF) : PRELIM. FOOTING — WIDTH (INCHES): — DEPTH CINCHES): 100 150 1500 200 0.35 0 150o 19.21 24.0 DESIGN FOOTING — WIDTH.CINCHES): 24.00 — DEPTH (INCHES) : -14.00 TOTAL GRAVITY LOAD — Pv C k: I F') : 3.21 INCREASE OF ALLOW. SOIL PRESSURE 20.6 ACTUAL SOIL PRESSURE — 0 (PSF): 1606 < 1800 SLIDING RESISTANCE — Fr (KIP): SLAB REINFORCEMENT: ------------------- REINF C TOP OF WALL (BAF.' #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL 'SPAN (FFET): 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): 1.71 ::>'1.10 5 8. 14 4 4 34.71 0. 029 4 41 . 8'D FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872—i 254 SHEET 3 OF /O T ��/� G�/1V /e��/�//�///`/G SHEETNO.-.? --'JF-../0-. •BY..._-�L-/..._._.._DATE__.. -.. SUEJECT.._._. ----J /----------�^._.....- - - _ ' GHKD. BY. ---...._-.-DATE �-_ _ - 13E�/%/v_/J �ii�_. JOB NO. -.-•. //� BFTTEP .BU/Go��S CONS) : O.POY/GLE, C.4. XLL-,4C,eOS .fc4C01/C. SLAB 0'9 C 32 a .c, &ORIZ. #5 e, /6 yo.c�— G W..fLL .4 CO/�9P.4CTF� f/LC ` � 14Z -7.-Z.- p4F7X/L C_ To/` /;`Eie Stlr, /0 ¢�0 e 6�0 �If/.fLLB #¢ x /G N DOlfiFL S e ¢8 0 . c, OR -,servo •Sl�QB � ¢B o.�. see .uOTE 41/ g�=LOly /2 cJ`9!/ "OVA4 5 m UUj 0• 4 m a � 2 CG E JT CIV glFOF CA��F�Q` 3 SCC EA.t CDit/C. SOOT/•VG N M DON/�LS TO /1,gTClf 2 - VtS CONT, YE.PT. JSi,4L L ��/NF 2¢ � TYP, )vwov/O6: swaewg OJ- Ci9U `Y.¢LG Uit/T/L 7&- e Cows of Sl -.48 /S c'veiP�D, 3 , l'0� Gt SlG�c/ CR/TES/rQ SAF S Y&CT /. 5790 CLARK .RD., PARADISE, CA_ '95969 (9i 6) 872-0254 BY ..._.... _!......_.._ DE TE ..8/_9�. SUBJECT.... C/ v � TJryI/v G - ............. SHEET NO. ..... IO-_ OF .....�0_.. B�A.�///G w,q / 155 GHKD. 8`•' ................... DATE .-•---•---. . .-._.-_-...-_.�.�.------ `_.._.-------- JOB NO. ---•-------- B�TTE� BU/LDc�.�S .CO.t./ST O.PO/i/GL � Com, 7 ! O s �¢CJ�OSS 7`H� SL-.48WA � � coNG sL,48 O "CL. e,4 k' s COW7- -1 CO/'JPACT�D j�/L L #s B 8 0 .c, clew CO//C. FOOT/•vG _*2 77ES /6o•c, -I& iy4LL 2. C1.�Kg. l�Oh/�G S N O ~CGFif� 3- 05' CIO.vT. _ 3 GG �.4iP ESS/p�,� 30 N Z No. 4-1. 11,77-5, 9lFOF CAUF��� .&' 9 3z�9Z [FLU EMD6v)EEMOH9 5790 .CLARK RD., PARADISE, CA. 95969 (916) 872-0254 BY------_.,.- ..DATE.-...-...--. SUBJECT....-------- - f cyV s,�v,�,ry -��,tcFtr�zr � CHKD. BY -•--•-•-•-•--. DATE .............. -_..._�- SHEET NO. / -OF- JOB Or-JOB raO.._?_/2r�- L T ENGINEERING 5790 CLARK RD. PARADISE, CA 95969 �E"•�'l�lev G, /T �� 1� ¢tom (9 9 6) 872-OdS4 Th��' stJ,�,/�G?' o� Tht�3'�" c�¢Les /S THE" .�J�t�GTtJ,�j¢-Cr ,c�ir,•,v //SV_ ,arf-�� �%9/ Gt�,� �G A, /D ���� To. ����� /, 2� 3� � �l0 �orc/off - �9-r�-cN��• - � '31112-M s. 6'7)xz7a/3,7/� t /2 7/1Z�° F - : ¢qO/ 7/ OFESS/ 9 _ o W0. 3 N rn = . t — X . CIVI '/s,'/s,% V //%/ � , l93 / OF CAE /xZ ��, ,� — �Z = , VO Y5 x /Z/, /?3 c2. Z psE' AOc e 6 �0. a,r z�ov� ��� , IL4t4-1,44 � Le, c Cryo �YD WA .9 ¢'-o a _- �� e 4, C FLT ENGINEERING SUBJECT: CMU RETAINING -BEARING WALL FOUND'S 5790 CLARK ROAD PARADISE, GA BY: FLT DATE: 8/91 JOB NO.: 1155 PROJECT: BETTER BUILDERS CONSTRUCTION SHEET 1 OF 10 5263 ROYAL OAKS DR., OROVILLQ .CA 95966 DESIGN C:F:I TEF:IA: STUD WALL, WALL, FLOOR & ROOF ARE SUPPORTED BY CMU RETAINING -BEARING WALL FOUNDATIONS. CMU WALLS ARE SUPPORTED @ TOP BY CONCRETE SLAB AND AT THE BOTTOM BY A CONTINUOUS FOOTING. CODE 1988 UBC: SUPERIMPOSED LOADS: MIN. DL = .010 x (3+8) = .11 k:/1 MAX. LL '= .016 x 21 + .010 (21-3) + 050 x 2 = .62 k/1 LOADINim 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 + FLOOR DL+LL SURCHARGE OF 2000# WHEEL LOAD @ APPROX. .31 FROM WALL 2.0/6"2 2 = .056 KSF -- 1' SURCH. CALCIS PROVIDED FOR: A. 10'=0" HIGH WALL - SHEETS 2 & 0.. B. 12'-0" HIGH WALL - SHEETS 4 & S C. 14'-0" HIGH WALL - SHEETS 6,7 & 8 CONSTRUCTION DETAILS - SHEETS 9 & 10 MATERIALS: CONCRETE - ULTIMATE COMPRESS. STRENGTH - f ' c = 2000 PS I C 28 DAYS, CMU - ULTIMATE COMPRESSIVE STRENGTH - f'm = 1500 PSI, GROUTED SOILD, NO INSPE=:TION REQUIRED. Q�pF ESS/0Nq REINFORCING - ASTM A615, GRADE 40, WELDED WIFE MESH - ASTM A185, 6x_6 - W1.4 x W1.4 =Ji0) m No/.' 43 m, ALLOWABLE SOIL BEARING PRESSURE - 1500 PSF, `flq CIV ALLOWABLE LATERAL BRG. PRESSURE - 200 PSF OF CAUF�� PROJECT JOB NO. DATE : BETTER: BUILDERS CONSTRUCTION : 1155 8%1,991 CALCIS BY : FLT SUBJECT: CMU RETAINING - BEARING WALL ---------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF) : SURCHARGE (FEET): 2000# WHEEL LOAD YIELD STRENGTH REINF. CKSI): ULTIMATE i_OMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU 7 Fria (PSIS: 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): GROUTED SOLID - WEIGHT OF GROUT (PCF): SLENDERNESS RATIO - h / t : AVERAGE WEIGHT OF WALL (PSF) : TOTAL EARTH PRESSURE - Fh r (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF '0' 7' SHEAR - Ho (FEET):. MOMENT - Mw ( FT -f:: I P) : AREA REINF. (IN�') ' d' ( IN) SIZE & SPA (IN) ---------------------- ------------------------ -- U. 159 9.29 #5 @ 23.3 MIN. VERTICAL REINF. - .12 % 002): : MIN. HORNZONTAL. REINF. - .08 (IN"2): DESIGN REINF. - VERTICAL. #5 @ 16 - HORIZONTAL: #5 @ 3 EFFECTIVE RATIO OF REINF. - p: MODULAR: RATIO - n: COEFFIi_IENT - k: ACTUAL RATIO OF DISTANCE - j: COEFFICIENT - 2/kj: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): FLT ENGINEERING, 5790 CLARK ROAD PARADISE, CA. ( 916 ) 872-0254 SHEET Z OF 419 LEVEL 30! 1 40 0o 1500 -NO 50.00 o.11 0.62 10 - 10. E7 11. 6 1J•_15 10 < 25 133 JJ 1.71 1. 10 5. 69 2.17 0.167 0.1.11 0.0017 40.0 0.305 0.898 7. 304' 183.:2 < 250.00 COMBINED STRESSES @ WALL: 0.81 1.0 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 1155 DATE : 8/1991 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: BEATING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING — WIDTH (INCHES): — DEPTH (INCHES): loo 150 1500 200 0.35 i� 1500 1'3.._1 24.20 DESIGN FOOTING — WIDTH. c: INCHES) : 24. 00 — DEPTH CINCHES?: 14.00 TOTAL GRAVITY LOAD — Pv (KIP):. 3.21 INCREASE OF ALLOW. SOIL PRESSURE (%): 20.E ACTUAL SOIL PRESSURE — 0 (PSF): 1606 < 1800 SLIDING RESISTANCE — Fr (KIP): SLAB REINFORCEMENT: ------------------- REINF C TOP OF WALL (BAR #?: MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FFET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (IN'''S/LF): ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): 1.71 > 1. 10 5 8. 14 4 4 34.71 0. 029 4 41 . 8'3 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 672-0254 SHEET 3 OF /O VSM-ZL8 (9 L6)-69696 -VO '3sIoVUVd ''aa NUV90 06,L9 Baa ��aa � LCT cca 77*' - f*'7 '0 S/ 9"S d0 '.71YOJ z:PN1 7!1/Y?? 77Y,; 46IJ --/O 9/Yl,--Y6Wr S ---?10/Y 'S 1z lw 'dt1 :L NO,? S-A -a ��� dN/fid 77YiS( 1��iJ p � 9/Y/100� ;7/YOJ a'b'37Ja 0 �d Zit Oj 2h, a�a� 11AI� 1dfs — 70 Z l w £ 'ON M a o O dNo/ss3A��a a /N07�g /# a1orY 33S Ol/Y/ fly/�c3r 77" '0"s8��� 57300„ f76�,�q Z/ a'O)a 8 O/ 1.I.S -.-) 7/Y1:9Q "a =5U7V YY --7 7J� � V + ` Er -77" 19 h 40 GW7,S' 'ZZY000 f, i dw SSOcY,7b' - 77�' 'i�`O '3771-f0�0 "1S1Y00 S_a_'�O_7//�9' =_11 5 _ S9/1---•--- oN sor ran-- O/ jC — ON 133H5 --� �/ i 1%Y/ ✓� ��c� �% fT ,/� 1�3s �� 314' C ....... -Z CHKD. BY _ _ _._....._. DATE ._._._.�__.. SUBJECT._. C!_ -!!.__ T/St/ryI/�IG _. ........_..._... SHEETNO._./.O._.OF..... _ 0,4G L FOS_ _ .JOB NO. B�TTE� BU/LD�.�S .CONST , O.eOI�/GG F� C.�, 6x6 -/•t// g x- "W/ /' n!K!F OR¢ �B `o•c.; .4LL - ,4C,0Q00.SS 7 -We S94_4,S � COit/C. SL,48 O �CL F,4� *S cowr. 7 -O r b, v Sf10�P/NG _ '02 77ES .0 /6c•c, /2 "CJ'9U AIA GL (- COMPACTED J�/L L � • , . ,� 2_ Cl�i4R � l S G 32 0. c. f10'4e'1Z. V �� e 8 0 .�, vE,er �s e 8 0•�, v a� 2'GC C-A,e N. 1,44 rV C,4L G141,14.D E O SCG =AQP � CO//C. FOOT///G % .6 3 S CO,VT, 30~ 3 GG E.4iP Q�Of ESS/pN� FG civ 77 -5. OF CAUE��� iC/OTE , �OrP OSS/GN CP/TFie/,g €' NoT�s SEE Sh�c- cTs / � 9 3 zJ� i FLU 1EMOGV]CEEROH9 5790 CLARK RD_; PARADISE, CA. 95969 (916) 872-0254 COU BUILDING DE BUTTE MAR 2 5 1992 n wiz -c sualNrT <S'7`7129/2/.f'G ,Q(fAD47 DET�i-!L i E�/6 YZ W14 -,t %Q&-,-S'OlVZ- f% //1% CCM a dlb77G/�D FLT 3//02- m