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069-310-028
IC 4f RESIDENTIAL trt 069-310-028 PERMIT#96-1202 POTESTIO, Jim 6463 Jack Hill Dr., Oroville New Single Family I Address OFFICE COPY i I GAS dY Meter By � t ELECTRI Dat ? Meter By Dat �� i _ � J JOB FINALED (Date) _ 1 Signatur V=OK O = Not OK `= Applicable Nott Read;: + 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-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / P'L'ft. / /Nat. or/ /"L"ft./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks Easements Date 2. Footings; Size -Spacing -Marriage Line Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 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 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 3. Decks; Girders 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, Distance -GR 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 'J OK O=Not OK = Not Applicable Not Ready RESIDENTIAL (Single = Date UNDERFLOOR (Plans) OK except ft's i C, .'Zoning -Setbacks -Easements -Flood -Slope - pain; Soils-Elec. Grnd.-/ /" Ftg. Depth Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth !� 4. Ftg._Porches & Decks; Soils -Steel-/ /Ftg. Depth .54'te3walls, Main; Steel-Blockouts-Wrapped temw Is, Garage; Steel -Bloc kouts-Wrapped old Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Pier -Fireplace Ftg.-Steel Fall -Fitting -Test -2 Way C/O -Sewer Test 10. U as Pipe; Size -Anchors - yard gas piping: size -test Water Pipe; Test -Anchor -Regulator -Service Test / 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/15y)- Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMOING (Permit) OK except ft's fie'Water Htr.: Vent -Access -Combustion Air -Baffle ------------- -- - -- -- - - - Te & An - Pipe: est Anchor -Nail Protection ------ ---- ---------------------------------------------------- - - D.W.V.: Test -Fittings & Anchor -Nail Protection — --19. Shower Pan: Test_ First Floor_Tub-Access ---------- 20. Test Tub & Shower, Second Floor -Tub Access --------------- - - -- ------------------- as - - - - - - - - -----PPPPPP - - - ---- as Pipe_Size & Anchors ------------------------------------------------------------------------------- Date ------------Card B -1 ------------Date ------- ----Card B------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except rr's Fixture & Transformer Clearance -Ins. Protection ----------------y- 7a!Elec. ecepta_cles Spacing Lights & Switches at Doors -------------- 2�y�oxes & No. of Conductors -Stapled -- _ 25-.-�<mex Installed Close to Edge of Studs & C.J. - - Q . Eq ip Ground made up wrMech Fastners-Bond Gas & Water --` _-- -- -- -- - - ------ ----- - --- ----- 2 Appliance Circuts in Kitchen & Conductor Size,GFI ----------------------------------- - - ........ -- -- 28. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size ga. Cu or At --------------------------------- -------- 29. ---- 29. Range Circ. / ' ga. Cu or AI -Oven Circ. ga. Cu or Al. - Insulated Neutral ❑ Yes ❑ No 30 erwce-Riser Conductors & Ground -Main Disconnect ------------- .. ....... ....... .. 31�uip. Clearances Panels-Motors-Mech. Equip. - ----------------- -- - 32 thes Closet Light -Shower Light -Spa Light -------------- - -- - ---------- --------- - 3 Smoke Detector ------------------------------ --------- - ------..._ ---. .. ....... . .... .. Date Card B-1 Date Card B-1 ------------.... ... . ....... ... ... .. Date Card B-1 Date Card B-1 Date MEC NICAL.(Permit) OK except a's A.C. Ducts Insulation & Support ---- -PPPPPP - --.........---- Vent Fan: Exhaust above insulation ------------ -................. 3 . ondensate Dram & Overflow: Sze & Grade - 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet 3" - Attic Access & Platform f Furnance in Attic ------------- --- ...... .. .. .. ... ......... .. . . .. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMLNG (Plans) OK except 4's S�I Proper Material & Anchors 4�%�11s Studs -Nailing. Spacing & Bracing -Plates -Sound 4f _B ring Waus over Girders & Floor Nail ng Dr WStop in Walls (rat proof) ... -- . . F tops: Furred Ceilings -Stairs -Chases -Tub Headers & Beam -Size & Bearing & Duplex) F Date FRAMING (Continued) CH gers-Post Caps -Anchors -Connectors _ ------ i g Joist-Rftr. ties -Pu rlin-roof Brac-Truss-Shthng.-Ring. --- --------- _- - -_ Fireplace -Ties or Type A Flue -Fireplace Throat clearance 44!Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49 8 rm. Windows or Exiting Doors -Sill Hgt. & Dimensions PPPPPP------ 5 ----------- — arage Fire Protection Framing PPPPPP------ 5----- ------------- roperty Line Firewall & Openings ------PPPPPP-------------------- — — 5 xt. Doors -One 3' -Check Garage -3rd Story, 2 Exits ----------- 5 airs; Width -Headroom -Rise -Run -Landing -Fire Protection 5 lywood,on Roof Overhang -Attic Vents -Rafter Outriggers --------PPPPPP------- - iding-Nailing Veneer -------------- -- -- ---- jb__54deco Mesh -Drip Screed -Fd. Vents-Underflr. Access - --- _-_Glazi-g ea -Glass Protection=Skylights-Plastic r Walls: Nailing -Bolts -- --- — — --- -- n tic, -Walls-Ceilings -- -- ----- ------------------------ Infiltration-Walls-Windows D_ Card B- Date Card B-1 Date Card B-1 Date Card B-1 Date FINA tans) OK except ft's Ex Ceps -Door & Sidelight Protection -Landings - S e -Detector -------- - — Furnace: Vents -Clearance -Comb. Air -Connector - In ge; Above Floor -Ducts -Meth. Protection - Be m Exiting ------------- -- G.F Bath Fixtures & Tub Access -Spa ---.... --- -- p Et rim &Sub anel: Breaker Sizes & Labels ..-----•----- -- -PPPPPP -- - — - - --- S_tair_ Rails re ce or Stove: Clearances -Hearth ec u'tlets at Wood Panel: Int. & Ext. . .. - - -- - -------PPPPPP - - - ---- -_. _. t.Fi & Appliance: Grnd.-Air Gap -Cooking Clearance -- - — --- -------------PPPPPPPPPPPP------------ -- ec tlets &Receptacles at Kit. Counter 7 arage Fire Door: Swing -Landing -Closer . _ _ .. _ _ . 73 ct m Garage -Damper 7 tr. Hir.: Vents -Clearance -Comb Air-Connector-P.R.V. In G ge: Above Floor -Meth. Protection 7 Ib.. c. &Mech Equip. Listed for Location 7 . lec. Re ptacles in Garage: (G.F.I.)-Romex Protection --------- --- — ------------------------------ -- 7 ul n -Foam -Looked in Attic ❑ Yes 7 uar its & Deck Construction -Post Caps ---- ---- - ---------------------------------------- . ... .. -- -- ------------------------------ Clearance - - ------------------------- -- dn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ .. ... ... ... ........ 9 ------- --- -- - 80. Followin instld.; rive es ❑ No: Walks es ❑ No; Planters es ❑ No --- ------------------ ------------------------------ -------- rown-Finish A C t: D.... _,�scqnnec IElectrical, Plumbing - ents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings Z4 -W+ Disconnect. Electrical. Plumbing - I.-Elec--c---Plumbs - ---------- ----- xt r Elec. Trim; G.F.I. Receptacle -Underground ..... ..... - . --- ------------------------------- e ion Throughout House re"Glas rot Ilion . .......---------------------------- orr o 5 from Previous Inspections as st- eters Tagged: Gas -Electric -------- - - at Sewer Connected-CrO to Grade -HD Approval -----._.._. _.------------------------------ nergy Compliance Cert hcate-Other Certificates -- -- - Date Card B 1 Date Card B-1 -- - - — ------------------- _... Date Card B Date Card B_1 Date Card B-1 Date Card B-1 Comments: at Final COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541^ / ^ / PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 069-310-028 ZONING RT I BUILDING PERMIT OWNER JIM POTE TELEPHONE - SQ. FT. OCC. BUILDING VALUATION 1816 R 98 064.00 OWNERS MAILING ADDRESS 480 U 8,640.00 CONTRACTOR'S NAME OWNER TELEPHONE 36 COV 468.00 336 U 6,048.00 CONTRACTORS MAILING ADDRESS Fireplace "ALL 1,500.00 CONSTRUCTION LENDERUN KNOWN Total Valuation $ 114,720.00 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 692.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 449.80 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS 646-3 JACK 14TTL DR PERMITFEE $ 1184.80 PLUMBING PERMIT Filing Fee 20.00 Each Trap 71 7.00 49.00 LOT NO.44 SUB DIVISION'S NAME PARCEL MAP 66-9 Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF M Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 TYPE OF WORK New X7 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOMS Mobile Home S G W1 920.00 PERMITFEE g 19().00 Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service a OV OR LESS ( 2ooA OR LESS ) 23.0023.00 Main Service ( 200A TO I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class �� Lic. No. a� 7 ® OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. SO. OR ADONS. ( 8 ACC. ) 3.SQ FT. NEW CONST. MULTI-OUTLEUTLE T NON -RES D.... ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES) Q L•50 a4L w Ex, Occup. ( OUFIXED TLETS (RESID.)EA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE ; Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating 4 TON 99 -no Cooling 99-00 Hood 6.50 Ventilation PERMITFEE $ 8100 Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation p ovisions of section 3700 of the Labor Code, I shall fo with com y it tho pr visions. - ---- /_ " X Date 6 (� Sig re of App t - ❑ O n ❑ Contractor ❑ Age An HA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 413. UU Occ R CONSTTYPE VNHAZ. TOTALFE$ 7 2 D. FEESMP FLOG ,/ CD C PD H ISSUE This permit is hereby issued under the applicable provisions the utte Count Code and/or Resolutions to do work in indi ate a for hich fees have been paid. 8 p By rDate t.G /G PERMITEXPIRESON p Z6 (Date) Receipt No._ WHITE-D.D.S.-B. D. CANARY -ASSES I I SPECTOR GOLDENROD•APPLICANT V" - - OUNTY-0 UTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION U 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-75 PERMIT PERMIT NO. APPLICATION AND PERMIT ZONINr BUILDING PERMIT OWNER ii 11y\ "EK-� SO. FT. I OCC. BUILDING VALUATION OYiI ERS MAIUNG ADDRESS CONTRACTORS NAME TELEPHONE O i TORS MAILING ADDRESS ueplace A r CONSTRUCTION LENDER - y-� UNKNOWN Total Valuation $ Filing Fee $ 20.00 LENDER'S Mau"o ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ v Energy Plan Checking Fee $ 5.3 „o3 ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BULDINGADORESS PERMITFEEr4n PLUMBING PERMIT 20.00 Each Trap LOT Tf SUBDNISIONS NAME PARCEL MAP Solar Or heat pump water heater�'lLWater piping �S USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY �o Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 1 5.00 (� Building sewer 15.00 TYPE OF WORK New� Addition ❑ Remodel ❑ Utilities [3Installation ❑ Other ❑ Describe Work: Mobile Home JSJ GI W 920.00 PERMITFEE $ a Contractor ELECTRICAL PERMIT Filinq Fee 20.00 EOOY OR LESS Main Service ( 2ooA OR LEss ) 23.00 , Main Service ( 200A TO IoOOA ) 46.00 M LICENSED CONTRACTOR'S DECLARATION I herebv affirm under oenalty of Deriury that I am licensed under provisions of Chapter 3 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER-BUILDEREX. DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the— performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier NEW CONST. DWELLING OCCUP. OR gDONS. ( 6 ACC. BLDS. ) SC. ' 3.5¢ FT. NEW CONST. / MULTI.OUTLET NON-RESID. \ BRANCH CIRCUITS ) I 97.50 PARATUS POWER SINGLE A OUTLETCI (8SINGLE OUTLET Clq,) I I Ex. Occup. (OUTLET OR FIXTURES ) I. 20 Q .s50 SALo FIXED APP WS. OR OCCU p• ( OUTLETS (RESID.) EA ) 5.00 Temporary Service —� 23.00 - Mobile Home Facilities 20.00 Misc. Wiring 23.00 _ PERMITFEE $ Contractor�� �z MECHANICAL PERMIT � Filin Fee 20.00 9 Heating Cooling-� Wvw Hood 6.50 ` -D _ Ventilation ( q,S"D PERMITFEE $ Is Contractor Policy Number K (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ -any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee 6'15.Q CONST. PE TTAL FEE $ -- HA . D FEES IM FLOOD CDF PAR PD HD SUE I / This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By PERMITEXPIRESON provisions to do work paid. Date �f / Raceint No. ` `Z �� fI'iT.7r'EO. Y+i'vnn:zydN�°'�iiY9�•F`Ri7�'At'Fllj`'�CK'P�A'ins"�°l�/� 7'�'Q` ` COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION OWNER 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 Proposed Building Use PERMIT t APPLICATION DATA SHEET 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 . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ....................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehom t o Vfacq}�r�r'� s all f an.instructi. s2 setsFees of $ ' Impact fees as shown on attached schedule. .12. California Department of Forestry plan approval..... V�!' .......... 13. Flood elevation letter (100 year flgpd),pg (pa_ I�#otnia Engineer. . . 14. Sanitation and plot plan approval L -LA -IRM 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 required: .. o Build �9 i�speao�- (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 . ............... 1. Existing violations/expired permits . ...................................... 32. Plan check list . ...................................................... 33. 34. When you issue the q��nn t, R��sss as follows: M Ito ow��r� Mail to contractor. ./ Telephone -�7 stand hold for pickup at b� I IX.IC, is Deliver with inspector. Other Parcel Creation J 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 p ' to permit issu e: (Cire w i hecke ve). 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 Counter by _ Date� Plans checked by Date Plans approved by Date .2 M Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 OWNER PROPOSED BUILDING USE v SCHOOL DISTRICT FEES (paid at District Office) J2�&2. SHERIFF FEES (paid at Building Division) Residential....... x = $ cp� unit amt. Commercial (sq. ft. ). x =$ --3. URBAN AREA FEES (paid at Building Division) Residential (per unit). x =$ #units amt. Commercial (sq.ft.).. x =$_ sq.ft. amt. EM RECREATION DISTRICT FEES (paid at District Office) THERMALITO DRAINAGE DISTRICT FEES $400 00 'd t B 'Id' D' ' A.P. # CQQ?-- 3ID-Cat DATE REQ. # DATE REC . (pai a ui mg. ivision) SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 7. WATER TENDER FEES (BATTALION # ) $200.00 (paid at Building Division) 8. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 9. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. ^ ^ APPLICANT DATE _ _ k�. , .. ,o. ..� _ !.. ..�., ��^�7 'moi .7'Y�.. e...,.�, ,rye.: .�T',�=.c:,r•,�.4�-�+rqt• a�«,'sb"t""'•t^.'`a"'';"y'1'�,..n+C}1�p�°iC"_„Y�.1C�rar ... ,->--P�,� ,,. ;. N; *�_� ”"� •- "y" BUTTE COUNTY'$CHOOLS IMPACT FEE CERTIFICATION FORM ! i �.• (One.Form Per Building)- _ .:, ..—A, School District Building Department No. A.P. Number WI-310—(Ps Ju isdiction: 0 City County Property Owner Property Location/Address Subdivison Lot No. Residential Development Sq. Footage 0 No. of Living MHl Addition (Group R) Units Commercial/Industrial M (Floor Plans reviewed by School District Personnel) Sq. Footage (Including Exterior 61 R fed Areas) 3 � Date District Identification No. School District certifies that pot�—- ` (Applicant) V (Street Address) (Phone Number) (City)- (State) (Zip Code) ` has complied with the requirements of Resolution No. by payment of $ (� representing' / square feet. As 2926 �" $ FULL MITIGATION $ %�61?(o Scho I 15istrict Representative Date Paid by Check # Remarks: Bank Number Paid by Cash If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under theb, alifornia 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) feeform.wkl (11/94)dmm - SCE T O&MOUS ITEMS TO LOOK OUT FOR• Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). - Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire lizard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1-hour separation required on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. C.D.F. responsible area requirements. II July 1996 3.3 RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: P© Yet 9 BUILDINGP ER: 9 /020 PLAN CHECKER: 7 09 A P. NUMBER: GENERAL: Zoning requirements: (side yards and number of permitted living units). Valuation. Plans signed by designer. Proper description of work on application. Existing violations on property. - Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). e Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. Stud heights. 4-1' Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Header size. �."' Sheetrock nailing inspection required? July 1996 3.2 Permit Applicant JIM POTESTIO Permt Number: 96-1202 Amessor P=d Number: 069=3 -O-09A Date: 6/11/96 The above referenced building . pA= were reviewed by this o f 9ce. Provide additional nformadon =&or make revisions to plaim spe=ficcWons and eakuladions as foAows: J 1 lease s�biett�r}-e�e�+��re�rse—tea �. i 2. Your cross section does not depict what is going on. Your purlins do. not bear on the same wall. Please re -do the section. Key it to the floor plan and draw it to scale. Also indicate wall framing size. Your girders need to be upsized to 4 X 8 to span 6'. �Lr -1--K en't�'� energy calcs. 5� You need braced wall panels.every 34' in both directions through the entire house. I don't see that here. You will need lateral design by an engineer if you can.'t meet the bracing requirements. y OF If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Thursday. 66 LINDA SEXTO I RESIDENTL-kL PLAN _CHECKING GUIDE SINGLE FA INLILY. DUPLEXAND ND MISCELL: INEOUS ONLY PLAN CHECKER: X5 6p - // A P. NUMBER: -F - 3 /U 4,?,P Zoning requirements: (side yards and number of permitted living units). Valuation. Plans signed by designer. Proper description of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. Complete parcel size and dimensions. - Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). 1. Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles. and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearanc-.. Smoke detectors (Section 310.9.1 ). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: 1, Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.1 1.3). ---3-.— Clerestory requiring balloon framing and/or engineering. Three stork" building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Flour construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Ratter ties or hearing ridge beam. Fireplace: construction details and cale. if necessary. Garage Jour and/or porch header sizes. Stud heights. Adobe soil. - special foundation design. Retaining Nealls requiring design. Special Inspection requirements. Header site. March 1996 3.2 !dnCtl_ANEOUS ITEMS TO LOOK OUT FOR: l . Stairway details: landings, rise and run. head clearance. handrails (Section 1006). 2. Ouardrail details (Section 509). 3. ' Brick or stone veneer (Section 1403). 4. Exterior plaster - weep screeds (Section 2506). 5. Proper roof pitch for roof covering (Section 1501). 6. Roof covering type - (fire hazard). 7. Foam insulation - protection. 8. 36" halls and stairways. 9. Living area over garage - complete I -hour separation required on garage side including supporting walls and posts. 10. Two exits on three - story dwellings (Section 1003). 11. Underiloor access and ventilation (Section 2317.7). 12. Attic access and ventilation (Section 1505). 13. Combustion air for fuel burning appliances - L.P.G. requirements. 14. Noise requirements on duplexes. - 15. Energy design. 16. Flashing at all exterior openings. , 17. C.D.F. responsible area requirements. I1 March 1996 3.3 g ��/a-c-�- �V>!/lv�Izya (-,a "', LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE swiding Permit No. — �- OWNERS r A* P* NAME: lJ NUMBER: PRINT LAST NAME FIRST COUNTY ZONING DESIGNATION: T ( FLOOD ZONE: X FLOOD MAP: 375 F3_ APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: J FItK h!t �� AY2 , PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION COMMENTS/CONDITIONS: LEGAL ACCESS REQUIRED: YES - NO YES NO MAP INFORMATION: ,,{{ ,{ 1" --LL'( VEtn 6 6 iESthrEs Vitt T- 4c - DATE LZ DATE OF RECORDING JS LOT 4 7 BOOK Co 6o PAGE COMPLIANCE WITH OLD SUBDIV!ION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. (G [+1 L L D(Z . 2. Maintain a ft.building setback from right-of-way/centerline of _ 3. Maintain a 100 ft. leachfield setback from all existing wells. 4. Maintain a ft. leachfield setback from 5. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. _ 6. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 7. Connect to a public water supply. 8. Connect to a public sewer system. _ 9. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 10. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 11. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 13. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Paymeet to be made to the Phuudng Divi kn. _ 14. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 15. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 16. Pay school impact mitigation fees. X 17. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article If of the Butte County Code. 18. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 19. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 20. 21. 22. 23 24 25. 9661 9 0 Nnr LD 9/95 . C:\WP5IVORMS.K\BLDGPERM.CLR y1 3 F 96-020672 96-020672 96-020672 96-0206 72 1 1 Rec Fee 6.00 RL -cord -d, 1 Cash 6. 00, Official Records ::0 = .County of 1 t eu tt CandacJ. Gru 1 `bbs 1 �_ Recorder 1 a::c. , +12: IOPM 4 -Jun -96 1 PUBL r�-= r And when recorded mail to: Building Division #7 County Center Drive Oroville, Ca. 95965 NOT COMPARED WITH `tr)1/-_ \191 Dori lAAFN7 A AGRICULTURAL STATEMENT OF ACKNOWLEDGME4NT 1996 FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes; and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke; noise, and odor.. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary_farm operations. All that real property situate in the County of Butte, State of California, described as follows: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED,AS FOLLOWS: LOT 447, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "KELLY RIDGE ESTATES UNIT NO. 4C", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE. OF CALIFORNIA, ON MAY 2, 1978, IN BOOK 66 OF MAPS, AT PAGE(S) 9, 10, 11, 12 AND 13. Date: Lot 3 t �i (fl PERTY O\VNE State of California ) County of Q) On—before mc, personally appeared oU,`(`(��� ��. �C-��,p �� \ C> (' 2 Uso P m � AcAiOPersonally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose names) is/are subscribed to the within instrument and acknowled-ed to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official.scal. DFNISFTERRI,4H Co n rmisslon .11073963 Mfr CPS Notary Public SignatureINVcal: Butte County, California_~vf;, My COMMIssion Exp. SEPT. 30,1999 PERMIT NO: -17-96 Lake Oroville Area Public Utility District 1960 Erin Street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the Butte County. Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or. an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: June 17, 1996 Applicant: JAMES W. POTESTIO Applicant Address: 9050 Lasell Lane, Durham, CA 95938 Applicant Phone No.: 894-5579 Property Location (s): 6463 Jack Hill Drive Kelly Ridge Estates - Unit 4C - Lot 447 A. P. No. (s): 69-31-28 Fees due: $900.00 SC -OR Facility Charge Due. Application for service approved:z- LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: Date: M Lake Oroville Area Public Utility District release to close permit: Date: By: 'k f t CERTIFICATION OF INSULATION• ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS JIM POTESIO LOT # P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 ❑ 1453 GARDEN HWY., YUBA CITY, CA 95991 LIC. #202026 ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 6463 JACK HILL DATE INSULATION COMPLETED ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL MATERIAL MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS FORM FORM FORM BATTS BATTS & BLOW BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS -SCHULLER SCHULLER SCHULLER R - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SQUARE FOOT INSTALLED THICKNESS RA 3 351811 R-30 12" R-19 6114" R-30 9112" KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM R VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER FOAM W R GRACE THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STAND 'RDS AND REGULATIONS. • SI NATURE SULATI N ONT4TAC 'R TITLE DATE MANAGER 02/14/97 SIGNAR NERAL C TRACT TITLE DATE REMARKS SIC -303 BUILDER COPY `AUG -27-96 TUE 13:12 BRUNO & HAWKINS 8930532 P.02 Architectural Engineering Specialists 20 Constitution Drive Suite 1 Chico, California 95973 Telephone (916) 892.9715 Fax (916) 893-0532 August 27, 1996 County of Butte .Building Division 7 County Center Drive Oroville, California 95966 ATTN: George Kellogg RE: Custom residence`foi Jiwxx Postestio�plan check.nuAabez 96_1202 Per our phone conversation earlier today, the following is clarification of several items regarding the above- mentioned project. 1. The concrete used in the footings, retaining walls and slabs shall attain a strength of 2500psi at 28 days. 2• Reinforcing steel used shall be grade 40, fy = 40ksi min. 3. Retaining wall footings and walls may be placed in separate pours, or monolithically. If the concrete is placed in two pours, the cold joint at the base of the wall shall be thoroughly cleaned and free of all dirt and other debris prior to concrete placement. 4. For the cantilevered retaining wall, all height conditions listed in the schedule are to have 4-#4 bars longitudinally in the footing. For the supported wall, all height conditions listed in tate schedule are to have 344 bars longitudinally in the footing, These changes are necessary to prevent confusion between the typical detail and the accompanying schedule. If you haXAO questions regarding this matter, please do not hesitate to contact this office. Frank Glazewski Architectural Engineering Specialists IAUG-27 96 TUE 13:11 BRUNO & HAWKINS 8930532 P.01 t � Architectural Engineering Specialists 20 Constitution Drive Suite 1 Child, California 95973 Telephone (916) 892.9715 Fax(916)893-0532 Fax Transmittal Date: August 27, 1996 Attn: George Kellogg Company: Butte County Building Department Fax number, 538-2140 From: Frank Glaiewski Number of pages: 2 (Including cover sheet) RE- Requested information for Jim rotestio residence. Remarks: Please call if you have any questions. Job number >>E96044 11:27.AM 5/24/96 (/ZZ Structural calculations for Project >>Residence Plan >>Custom* Name Wim Potestio Address »Butte County, California Architectural Engineering Specialists 20 Constitution Drive Suite A. Chico, California 95926 (916) 895-1125 (916) 893-0532 Fax Note: Reference plans by others. No judgement or opinion is rendered or implied regarding aspects of.this structure not specifically noted herein. r a � � �zo�Z�-z� . Q)-2 0. + oto 0 u Lr ce, o r-- CJD 3- -j2� 3 CONCRET3 11:09 AM ------------------------------------------------------------------------ Rev 9-21-93 Concrete retaining wall 5/24/96 ------------------------------------------------------------------------ Description i>Supported retaining'wall >>4' retained. ------------------------------GENERAL DATA ------------------------------ Wall type > . 1 1=> Supported 2 => Cantilevered Lateral load type> 2 1 => Wind/earthquake .2 => Soil pressure Backfill slope > 0 Horizontal 0. Vertical Soil weight > .110 kcf ------ -------------- =----------- LOADING ---------------------=----------- Wdl minimum > .000 kips/ft Wdl + W11 maximum > ,440 kips/ft Equivalent fluid pressure > .055 kcf Sloping backfill surcharge> .000 . kcf Total EFP. > .055 kcf Surcharge height > ..000 feet Surcharge Distance Surcharge P Comment. to wall height 2.000 Vehicle 3.000 . .505 Uniform lateral load > ..000 - ksf Earthquake/wind loading -----------------------ALLOWABLE DESIGN STRESSES --- ***Soil*** Class of materials > ' 7 User defined Input Allowable passive (vert:) > 1.500 ksf 1.500 Allowable passive (horiz.)> .200 ksf/ft depth .200 Lateral sliding coeff. > .350 ..350 ---Concrete--- oncrete---f'c Pc>,,2:50'Oksi fp >, X40°:000:ksi Es > 29000000ps P m > 18.824 -------------------------------WALL DATA -------------------------------- Note: When designing supported retaining walls - do not use . more than one segment Segment wdl Actual t Actual d Max. d 1 •.000 to 4.000 .300 6.000 3.000 3.500 2 .000 • to .000 .000 .000 .000 .000' 3.. . .000 to .000 .000 .000 .000 .000 'Segment b+d-2 M Factor Mu Ma As 1 108.000 .226 1.700 .384 .426 .057 2 .000 .000 1.700 .000 .000 .000 3 .000 .000 1.700 .000 .000 .000 r-----------=-------- ---WALL REINFORCING ---------------------------- Segment 1 Horiz. As min. > .180 in-2 Vert. As min. > .108 in-2 Calculated As > ..057 in-2 Vertical Horizontal #4 at 18 in. o.c. #4 at 13. in. o.c. #5 at 18 in. o.c. #5 at 18 in. o.c. #6 at 18 in. O.C. #6 at 18 in. O.C. #7 at 18 in. O.C. #7 at 18 in. o.c. #8 at 18 in: o..c. #8 at 18 in. o.c. Segment 2 Horiz. As min. > ,.000 in"2 Vert. As min: > .000 in-2 Calculated As > .000 in-2 Vertical Horizontal.: #4 at 0 in. o.c. #4 at 0 in. o.c. #5 at 0 in. o.c. 15 at 0 in. o.c. #6 at 0 in. o.c. #6 at 0 in. o.c. #7 at 0 in..o.c. A7 at 0 in, o.c. #8 at 0 in. o.c. #8 at. 0 in. o.c. Segment 3 Horiz: As min. > . .000 in'2 Vert. As min. > .000 in'2 Calculated As > .000 in'2 Vertical Horizontal #4 at 0 in: O.C. #4 at 0 in. o.c. #5 at 0 in.. o.c. 15 at 0 in. o.c. #6 at 0 .in. o.c. #6 at .0 in. o.c. #7 at 0 in. O.C. #7 at .0 in. o.c. #8 at 0 in. o.c. #8 at 0 in. a.c. . ----------------------=--------FOOTING DATA------------------------------ Toe-length > .500 feet Safety factor > N/A Heel length. > .500 feet Soil pressure > ..790 Minimum footing length > ..000 feet Actual footing length (L).> 1.500 feet Footing depth > 12.000 inches ------=---------------OVERTURNING AND SOIL PRESSURE-----------=--------- Consider ftg depth for gross OTM and sliding ? (Y/N) > Y Overturning moment (OTM) > .000 ft-kips W Arm Moment -------------------=---------------------------------------------------- Wdl min.: .000 kips .750 feet .000 ft-kips Wdl+W11 .440 kips .750 feet .330 ft-kips Segment 1 .300 kips .750 feet .225 ft-kips Segment 2 .000 kips .750 feet .000 ft-kips Segment 3...000 kips .750 feet :000 ft-kips Soil :220 kips 1.250 feet .275 ft-kips Ftg. ,225 kips .750 .feet .169 ft-kips EWdl min) .745 kips - EMdl min) .669 ft-kips EWdl+Wll> 1.185 kips EMdl+Wll> .999 ft-kips ------------=--- OVERTURNING AND SOIL PRESSURE CONT.--* ------------ EMdl min./OTM > „N/A < .1.5. (OK> Eccentricity (e) > .000 feet <A/2-(EM-OTM/EW)>. L/6 . > .250 feet L' > ..000 feet 0+L/2 -e>. Resultant within middle third of footing Maximum soil pressure . >. .790 ksf <EWtl/A + 6*Wt1#e/A"2>,. 'Minimum soil pressure > .790 ksf --------------------=------- HEEL/TOE DESIGN ----------=------------------ -=-Heel design -- Heel length >. .500. feet M > .055 .ft -kips d >. .000 inches As min. > .000 in"2 #4 at 0 , in. o.c. #5 it 0 in. o.c. #6 at 0 in. o.c. #7 at 0 in. o.c. #8 at 0 in. O.C. ---Toe design --- Toe length >. .500 feet Max soil pressure > .790 ksf Soil pressure at face of.wall .> .790 ksf M max at face of wall > .099 ft -kips d > .000 inches As min. > .000 in"2 #4 at 0 in. o.c. #5 at 0 in. o.c. #6 at .0 in. o.c. #7 at 0 in..o.c. #8 at 0 in. o.c. -------------------LONGITUDINAL FOOTING REINFORCEMENT------------------- As min. > .432 in"2 3 #4 bars 2 #5 bars 1 #6 bars 1 #7 bars 1 #e bars LATERAL SLIDING -=---------=----------------- Rt . ---r------------------ � ---- ----- -- ------- Rt > .202 kips/ft Rb > .349 kips/ft Lateral sliding.coeff. > .350 .261 kips/ft Lateral sliding resistance> .000 .000 kips/ft Allowable passive pressure > .200 ksf/ft depth Lateral passive pressure provided > .100 kips/ft <Footinq only> Net resistance provided > ..361 kips/ft (Footing only> Factor of safety > 1.034 NO GOOD! Concrete slab at base of wall ? > Y Thickness > .000 inches Width of slab > .000 feet Resistance provided by slab > .000 kips/ft Total resistance > .361 kips/ft Shear key must provide > .163 kips lateral resistance Equivalent depth of shear key > 4.515 feet <Maximum 15'> Allowable passive pressure > .903 ksf <at.base of key> Allowable passive.pressure > .953 ksf (at bottom of key> Shear key required.depth > 3.000 inches Shear key moment > ..029 ft -kips Shear key thickness > 8.000 inches d > 4.000 inches' As min. > .000 in'2 #4 at . 0 in. O.C. #5 at 0 in. o.c. #6 at 0 in. O.C. #7 at 0 in. o.c. #8 at 0 in. o.c. ------------------------------------------------------------------------ CONCRET3 11:11 AM Rev 9-21-93 Concrete retaining wall_ 5/24/96 ------------------------------------------------------------------------ Description » Supported retaining wall >>6' retained --------- --------------------- DATA ------------------------ Wall type > '1 1 => Supported' 2 => Cantilevered Lateral load type> 2, 1 => Wind/earthquake 2'=> Soil pressure Backfill slope > 0 Horizontal 0. Vertical Soil weight > .110. kcf ------------------------ ------LOADING------------------------=-------- Wdl minimum. > .000 ..kips/ft Wdl + W11 maximum > ,440 kips/ft Equivalent fluid pressure > .055 kcf Sloping backfill surcharge) .000 :kcf Total EFP > .055 kcf Surcharge height > .000 feet Surcharge. Distance Surcharge P Comment to wall height --------------------------------------------- 2.000 Vehicle. 3.000 .505 Uniform lateral load > ..000 ksf Earthquake/wind loading.. -----------------------ALLOWABLE DESIGN STRESSES ------ =----------------- :**Soil*:* Class of materials > 7 User defined Input Allowable passive .(vert.) > 1.500 ksf 1.500 Allowable passive'(horiz:)> .200 ,ksf/ft depth .200 Lateral sliding coeff. > .350 .350 .---Concrete--= f'c C��00As fy o).,40:000"kfi Es > 29000000psi m > 18.824 -------------------------------WALL DATA -------------------------------- Note: When designing supported retaining walls - do not use more than one segment- Segment egmentSegment wdl Actual t Actual d Max. d 1 -.000 to 6.000 .450 6.000 3.000. 3.500 2 .000 to-. .000 .000 .000 .000 .000 3 .000 to .000 .000 ..000 .000. .000 Segment. bid"2 M Factor Mu Mn As 1 108.000 .762 1.700 1.295 1.439 .199 2 .000 .000 1.700 .000 .000 .000. 3 .000 .000 1.700 .000 .000 .000 0 ------------------------- WALL.REINFORCING---------------------------- Segment 1 Horiz: As min.. > .180 in -2 Vert. As min. > .108 in'2 Calculated As > .199 in'2 Vertical Horizontal #4 at 11 in: O.C. #4 at 13 in. o.c. #5 at 18 in. o.c. 15 at 18 in. o.c. #6 at 18 in. o.c: #6 at .18 in. o.c. #7 at 18 'in. o.c. #7 at 18 in. o.c. #8 at 18 in.-o.c. #8 at 18 in. o.c. Segment 2 Horiz. As min. > '.000 in'2 Vert. As min. > .000 in"2 Calculated As > .000 in'2 Vertical Horizontal #4 at 0 in. ,o.c. #4 at 0 in. o.c. #5 of ..0 in. o.c... #5 at 0 in. o.c. #6 at 0 in. o.c. #6 at 0 in. o.c. #7 at 0 in. o.c. #7 at 0 in. o.c. .#8 at 0 in. o.c. #8 at 0 in. o.c. Segment 3 Horiz. As min. > .000 in"2 Vert. As min. > .000 in"2 Calculated As > .000 in"2. .Vertical Horizontal #4 at 0 in. o.c. #4 at 0 in. o.c. #5 at .0 in: o.c. #5 at 0 in. o.c. #6 at 0 in. O.C. 16 at 0 in. o.c. #7 at 0 in. O.C. #7 at 0 in, o:c. #8 at 0 in. o.c. #8 at 0 in. o.c. ---------------=--------------FOOTING DATA ------------------------------ Toe length > .500 feet Safety factor > N/A Heel -length > .500 feet Soil pressure > .963 Minimum footing length > .000 .feet Actual footing length (L) > 1.500' feet. Footing depth . > .12.000 inches ----------------------- OVERTURNING AND SOIL PRESSURE --------------------- Consider ftg depth for gross OTM and sliding ?'(Y/N) > Y Overturning moment (OTM) > .000 ft -kips W Arm- Moment ---------------------------- -------- -------------- ---------------------- Wdl mina .000 kips .750 feet .000 ft -kips Wdl+Wll .440 kips .750 feet .330. ft -kips Segment 1 ..450 kips .750 feet .338 ft -kips Segment 2. .000 kips .750 feet .000 ft -kips Segment.3 .000 kips .750 feet .000 ft -kips Soil .330 kips'.. 1.250 feet .413 .ft -kips Ftg .225 kips .750 feet .169 ft -kips ------------------------------------------------------------------------ .EWdl min> 1.005 kips - EMdl min> .919 ft -kips EWdl+Wll> 1.445 kips EMdl+Wll> .1.249 ft -kips ------------------OVERTURNING AND SOIL PRESSURE CONT ----------------- 1Mdl min./OTM > N/A < 1.5 (OK> Eccentricity (e) > ,.000 feet <A/2-(EM-OTM/EW)> L/6 > .250 feet L' > .000 feet <3*L/2-e>. Resultant within middle third of footing Maximum soil pressure > .963 ksf <EWtl/A + 6*Wtlie/A'2> Minimum soil pressure > .963 ksf ----------------------------HEEL/TOE DESIGN ----------------------------- Heel design --- Heel length > .500 feet M > .083 ft -kips d > .000 inches As min. > .000 in -2 #4 at 0 in. o.c. #5 at . 0 in. o.c. #6 at 0 in. o.c. #7 at 0 in. O.C. #8 at 0 in. o.c. ---Toe design --- Toe length > .500 feet Max soil pressure - > .963 ksf Soil pressure at face of wall > .963 'ksf M max at face of wall > .120 ft -kips d > .000 inches As min. > .000 in -2 #4 at 0 in. o.c. #5 at ' . 0 in. o.c. . #6 at 0 in. o.c. #7 at 0 in, o.c. #8 at 0 'in. o.c. -------------------LONGITUDINAL FOOTING REINFORCEMENT ------------------- As min.. > .432 in -2 3 : #4 bars 2 #5 bars 1 #6 bars 1 #7 bars 1 #8 bars ---:-------------------------LATERAL SLIDING-_7 ------------------------- Rt >' .413 kips/ft Rb > .743 kips/ft Lateral sliding coeff. > .350 .352 kips/ft Lateral sliding.resistance> .000 .000 kips/ft Allowable passive pressure > .200 ksf/ft depth Lateral passive pressure provided > .100 kips/ft (Footing only> Net resistance provided > .452 kips/ft <Footing only> Factor of safety > .608 NO GOOD! Concrete slab at base of wall ? > Y Thickness > .000 inches Width of slab > .000 feet Resistance'provided by slab > .000 kips/ft Total resistance . > .452 kips/ft Shear key must provide > .663 kips lateral resistance Equivalent depth of shear key > 6.091 feet <Masimum 15'> Allowable passive pressure > 1.218 ksf <at base of key> Allowable passive pressure > 1.335 ksf. <at bottom of key> Shear key required depth > 7.000 inches Shear key.moment > .220 ft-kips Shear key thickness >. 8.000 inches d > 4.000 inches As min. > .042 in-2 $4 at 48 in: o.c. $5 at 48 in, o.c. #6 at 48 in.-o.c. $7 at 48 in. O.C. $8 at 48 in. O.C. ------------------------------------------------------------------------ CONCRET3 11:12 AM ------------------------------------------------------------------------ Rev 9-21-93 Concrete retaining wall 5/24/96 -------------------=---------------------------------------------------- Description >>Cantilevered retaining wall »4' retained ------------=-----------------GENERAL DATA ------------------------------ .Wall type > 2 1 * Supported 2 * Cantilevered Lateral load type> 2 1 => Wind/earthquake 2 => Soil pressure Backfill slope >. 0 Horizontal 0 Vertical Soil weight > .110 kcf ---------------------------- ---- LOADING---==-------------=----- ---- Wdl minimum > .000 kips/ft Wdl + W11 maximum >, .500 kips/ft Equivalent fluid pressure > .030 kcf Sloping backfill surcharge> ..000 kcf Total EFP > .030 kcf . Surcharge height > ..000 feet Surcharge Distance Surcharge P Comment to wall height -----------------=--------------------------- 2.000 Vehicle 3.000 .505 Uniform lateral load >. .000 ksf Earthquake/wind loading ----------------------ALLOWABLE DESIGN -STRESSES ------------------------- ***Soil*** ESIGN STRESSES ------------------------ **:Soil*** Class of materials > 7 User defined. Input _.Allowable passive (vert..) > 1.500 ksf. 1.500 Allowable passive (horiz.)> .200 ksf/ft depth .200 Lateral sliding coeff. > .350 .350 ---Concrete--- f'c> 5005)ksiw fy > �10.000'ksi, Es > 29000000psi m > 18.824 -------------------------------WALL DATA -------- -------------------=---- Cantilevered wall may.use varying thickness segments . Segment wdl Actual t Actual d Max.'d 1 ...000 to 4.000 .300 6.000 3.000 3.500 2 .000 to :000 .000 .000 .000 .000 3 .000 to .000 .000 .000 .000 .000 Segment b+d-2 M Factor Mu Mn As 1 108.000 ..441 1.700 .750 .833 .113 2 .000 ,000 .1.700 .000 .000 .000 3 .000 .000 .1.700 .000 .000 .000 ---r------------------------IN WALL REINFORCING---------------------------- Segment 1 Horiz. As min. > .180 in"2 Vert. As min. > .108 in"2 Calculated.As > .113 in -2 Vertical Horizontal #4 at 18 in. o.c. #4 at 13 in. o.c. #5 at 18 in. O.C. #5 at 18 in. o.c. 16 at 18 in. o.c. #6 at 18 in. o.c. #7 at 18 in. o.c. #7 at 18 in. o.c. #8 at 18 in: O.C. #8 at 18 in. o.c. Segment 2 Horiz. As min. > .000 in'2 Vert. As min. > .000 in'2 Calculated As > .000 in -2 Vertical Horizontal .#4 at 0 in. o.c. #4 at 0 in. o.c. #5 at 0 in. o.c. #5 at 0' in. o.c. #6 at 0.. in. o.c.. #6 at 0 in. O.C. #7 at 0 . in. O.C. #7 at 0 in.. o.c. #8 at 0 in. 'o.c. #8 at 0 in. o.c. Segment 3 Horiz. As min: >. .000 in"2 Vert. As min. > .000 in'2 Calculated As > .000 in"2 Vertical Horizontal #4 at 0 in.-.o.c. #4 at 0 in. o.c. #5 at 0 in. o.c.. #5 at. 0 in. o.c.. #6 at 0 . in. o.c. #6 at 0 in. o.c. #7.at 0 in. o.c. #7 at. 0 in. o.c. #8 at 0 in. o.c. #8 at 0 in. o.c. ------------------------------FOOTING DATA ------------------------------ Toe length > .830 feet . Safety factor >- 1.754 Heel length > .920 feet Soil pressure > 1.374 Minimum footing length > .000 feet Actual footing length (L) > 2.250 feet n Footing depth > 12.000 inches ----------------------OVERTURNING AND SOIL PRESSURE --------------------- Consider ftg depth for gross OTM and sliding ? (Y/N) > Y Overturning moment (OTM) >_ .814,.ft-kips W- Arm . Moment ------------------------------------------ ------------------------------ Wdl min. .000 kips 1.080 feet .000 ft -kips Wdl+Wll .500 kips 1.080 feet .540 ft -kips Segment 1 .300 kips 1.080 feet .324 ft -kips Segment 2 ,000 kips 1.080 feet .000 ft -kips Segment 3 .000 kips 1.080 feet .000 ft -kips Soil .405 kips 1.790 feet .725 ft -kips Ftq.338 kips 1.115 feet :380 ft -kips --------------------------------------------------- -------------- ------- EWdl min> 1.042 kips - EMdI min> 1.428 ft -kips EWdl+Wll> 1.542 kips EMdl+Wll> 1.968 ft -kips -------=---------OVERTURNING AND SOIL PRESSURE COT. --_7 ----------- ZMdl min./OTM > 1.754 > 1.5 <OK> Eccentricity (e) > .317 feet <A/2-(EM-OTM/EW)> . L/6 > .375 :feet L' > 2.244 feet <3*L/2-e> Resultant lies outside middle third of footing Maximum soil pressure > 1.374 ksf <2*(Wtl/L')> Minimum soil.pressure > -.003 ksf ----------------------------HEEL/TOE DESIGN ----------------------------- ---Heel design--- Heel length > .920 feet M > .186 ft -kips d > .000 inches As min. > .000 in"2 Rat. 0 in. o.c. a� #5 at 0 in. o.c. #6 at ' 0 in. o.c. q" #7 at 0 in. o.c. #8 at .0 in, o.c. ---Toe design --- Toe length > .830 feet Max soil pressure > 1.374 ksf Soil pressure at face of wall > .866 ksf M Max at face of wall > .415 ft -kips %d > .000 inches As min. > .000 in"2 #4 at 0 in. o'.c. #5 at 0 in. o.c. #6 at 0.. in. o.c.. #7 at 0. in. o.c. #8 at 0 in. o.c. ----------------LONGITUDINAL FOOTING REINFORCEMENT -------------------- As min. > .648 in^2 4 #4 bars 3 #5 bars .2 #6 bars 2 #7 bars . 1 #8 bars -- --------------------------LATERAL SLIDING ---------------------------- Rt > .000 kips/ft Rb > .451 kips/ft Lateral sliding coeff. > .350 ..365 kips/ft Lateral sliding resistance>. .000 .000 kips/ft Allowable passive pressure > .200 ksf/ft depth .Lateral passive pressure provided. '> .100 kips/ft <Footing.only> Net resistance provided > .465 kips/ft .<Footing only> Factor of.safety > 1.031 NO GOOD!. Concrete slab at base of wall ?: > Y Thickness. > :000 inches Width of slab . > ..000 feet Resistance provided by slab > .000 kips/ft. Total resistance > .465 kips/ft Shear key must provide > .211 kips lateral resistance Equivalent depth of shear key > 4.211 feet <Naximum.15'> Allowable passive. pressure > .842 ksf <at base.of key> Allowable passive pressure > .892 ksf. <at bottom of key> Shear key required depth > 3.000. inches Shear key moment > .027- ft -kips n Shear key thickness > 8.000 inches d > 4.000 inches As min. > .005 in"2 $4 at .48 in. O.C. $5 at 48.. in: o.c. #6 at 48• in. o.c. #7 at 48 in. o.c. $8 at 48 in. o.c.. ------------------------------------------------------------------------ (S CONCRET3 11:13 AM ----------------------------------------=------------------------------- Rev 9-21-93 Concrete retaining wall 5/24/96 ------------------------------------------------------------------------ Description »Cantilevered retaining wall , >>6' retained ------------- ------------------ GENERAL DATA ------------------------------ Wall type > 2 1 => Supported 2 => Cantilevered Lateral load type> 2 1 => Wind/earthquake ,2 => Soil pressure Backfill slope > 0 Horizontal. 0 Vertical Soil weight > ..110 kcf --------------------------------- LOADING --------------------------------- Wdl minimum > .000 kips/ft Wdl + Wll maximum >- .500 .kips/ft Equivalent fluid pressure > .030 ' kcf Sloping backfill surcharge> ..000 kcf Total EFP > .030 kcf Surcharge height > .000 feet Surcharge Distance Surcharge P. Comment to wall height ------------------------ ------------- 2.000- Vehicle 3.000 .505 Uniform lateral load > .000 ksf Earthquake/wind loading ----------------------ALLOWABLE DESIGN STRESSES ---- -------------------- ***Soil*** Class of materials > 7 User defined Input Allowable passive (vert.) > 1.500 ksf 1.500 .Allowable passive (horiz.)> .200 ksf/ft depth '.200 Lateral sliding coeff. .> .350 .350 --- Concrete --- 'Tc fy >�4O:OOO As -i) Es > 29OOOOOOpsi m > 18.824 -------------------------------WALL DATA --------------------------=----- Cantilevered wall may use varying thickness segments Segment wdl . Actual t.Actual d Max. d 1. .000 to . 6.000 .450 6.000 3.000 3.500 2 .000 to .000 .000 .000 .000 .000 1- .000 to .000 .000 .000 .000 .000 Segment bkd-2 M Factor Mu Mn As 1 108.000 1.353. 1.700 2.300 2.555 .275 .2 .000 .000. 1.700 .000 .000 .000 3 ..000 .000. 1.700 '.000 .000 .000. ----------------------------WALL REINFORCING-=-------------------------- Segment 1_ Horiz. As min. > .180 in"2 Vert. As min. > .108 in"2 Calculated As > .275 in"2 Vertical Horizontal t #4 at 8 in. o.c. #4 at. 13 in. o.c: #5 at 13 in. o.c. #5 at 18 in. o.c. #6 at . 18 in. O.C. #6 at 18 in. o.c. #7 at 18 in. o.c. #7 at 18 in. o.c.' #8 at 18 in, o.c. #8 at' 18 in. o.c. Segment 2 Horiz. As min. > .000 in'2 Vert. As min. > .000 in"2 Calculated As > .000 in'2 Vertical Horizontal . #4 at 0 in. o.c. #4 at 0 in. o.c. #5 at 0 in. o.c. 15 at 0 in. o.c. #6 at 0 in..o.c. #6 at 0 in. O.C. #7 at -0- in, o.c. #7 at 0 in. o.c. #8 at. 0 in. o.c. #8 at 0 in. o.c. Segment 3 Horiz: As min. > .000 in'2 Vert. As mina > .000 in'2 Calculated As > .000 in"2 Vertical Horizontal #4 at 0 in. o.c.. #4 at 0 in. o.c. #5 at 0 � in. o.c. #5 at 0 in. o.c. #6 at 0 in. o.c. #6 at A in. o.c. 17 at 0 in. o.c. #7 at 0 in. o.c. #8 at 0 in. o.c. A8 at .0 in. o.c. ------------------------------FOOTING DATA ------------ =----------------- Toe length* > 1.330 feet Safety factor >.' 1.862 Heel length > •1.420 feet Soil pressure > 1.453 Minimum footing length > .000 feet. Actual footing length (L) > 3.250 feet Footing depth > 12.00O.inches ---------=------------OVERTURNING AND.SOIL PRESSURE ---------------------. Consider ftg depth for gross OTM and sliding ? (Y/N) > Y Overturning moment (OTM). > 2.086 ft-kips W Arm Moment ------------------------------------------------------------------=----- Wdl min. .000 kips 1.580 feet .000 ft-kips Wdl+Wll .500 kips 1.580 feet .790 ft-kips Segment 1 .450 kips 1.580 feet .711 ft-kips Segment 2 ..000 kips 1..580 feet .000 ft-kips Segment 3 .000 kips . 1.580 feet .000 ft-kips Soil .937 kips 2.540 feet 2.380 ft-kips Ftg .488 kips 1.625 feet .792 ft-kips EWdl min> 1.875 kips EMdl min> 3:884 ft-kips EWd1+W11> 2.375 kips EMdl+Wll> 4.674 ft-kips PV --r----------=----OVERTURNING AND SOIL PRESSURE CONT ---------------- EMdl min./OTM > 1.862 > 1.5 (OK)* Eccentricity (e) > .535 feet <A/2-(EM-OTM/EW)> L/6 > .542 feet L' > 3.269 feet <3*L/2-e> .Resultant within middle third of footing Maximum soil pressure > 1.453. ksf <EWtl/A.+ 6*Wtl*e/A"2> Minimum soil pressure > .008 ksf ----------=-----------------HEEL/TOE DESIGN---------------7------------- ---Heel design --- Heel length > 1.420 feet .M >665 ft -kips - d .> flinches -o As min: � - > .000 in"2 �� r #4 at 0 in. o.c. 15 -at 0 in: o.c. . #6 at 0 in. o.c. #7 at 0. in. o.c. #8 at. 0 in. o.c. Toe design --- Toe length. > 1.330 feet Max soil pressure > 1.453 ksf Soil pressure at face of wall > .862 ksf M max at face of wall > 1.111 f.t-kips d > .000 inches As min. > .000 in"2 #4.at 0 in. o.c. 15 at 0 in. o.c. #6 at 0 in. O.C. #7 at 0 in. O.C. #8 at 0 in. O.C. ----=--------------LONGITUDINAL FOOTING REINFORCEMENT -------------------- As min. > .936 in"2 5 #4 bars 4 #5 bars 3 #6 bars 2 #7 bars 2. #8 bars t-7 ` LATERAL SLIDING ---------------------------- Rt > .000 kips/ft. Rb > .841 kips/ft Lateral sliding'coeff. > .350 .656 kips/ft Lateral sliding resistance) .000 .000 kips/ft Allowable passive pressure > .200 ksf/ft-depth Lateral passive pressure provided > .:100 kips/ft <Footing only> Net resistance provided > .756 kips/ft (Footing only) Factor of safety > .899 NO GOOD! Concrete slab at base of wall ? > Y Thickness...' > .000 inches Width of slab > .000 feet Resistance provided by slab > .000 kips/ft Total resistance; > .756 kips/ft Shear key'must provide > .505 kips lateral. resistance Equivalent depth of shear key > 5.244 feet <Maximum 15'> Allowable passive pressure > 1.049 ksf: <at base of key> Allowable passive pressure: > : 1.149 ksf <at bottom of key> Shear key required depth > 6.000 inches Shear key.moment > .139 ft -kips Shear key thickness > 8.000 inches d > 4.000. inches As min. > .026 in'2. #4 at 48 in. o.c: #5 at 48 in..o.c. #6 at 48 in. o.c. #7 at 48 in. o.c. #8 at 48 in. o.c. E _A CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 g - CF -1R Project Title. ........ 3 Bedroom Res.- Potestio Date. Project Address........ Kelly Ridge ******* 07/01/96 71 Oroville *v4.50* Documentation Author... Marty Runnells ******* Energy Calculation Services Building Permit 1907 Mangrove Avenue, �S 7 Suite D P an C ec Date Chico, CA 95926 916-894-8466 Fie C ec Date Climate Zone. ..... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -96142S Wth-CTZ11S92 Program -FORM CF -1R _ User#-MP1333 User -Energy Calculation Servic Run -1816 S.F. Res. -Submittal Component Type Wall GENERAL INFORMATION Conditioned Floor Area..... Building Type............ Construction Type .... Building Front Orientation. Number of Dwelling Units... Number of Stories. Floor Construction Type. Glazing Percentage. ..... Average Glazing U -value.... 1816 sf Single Family Detached New Front Facing 330 deg (NW) 1 1 .Raised Floor 1.5.6 0 of floor area 0.52 Btu/hr-sf-F BUILDING SHELL INSULATION Frame Cavity Sheathing Type R -value R -value n/a R-13 R-n/a Door n/a Roof n/a Floor n/a Orientation Window Window Window Window Window Window Window Window Window Window Window Window Window Window Window Window Window Front Front Front Front Front Left Left Lef t Left Lef t Back Left Back Back Back Back Back (NW) (NW) (NW) (NW) (NE) (NE) (NE) (NE) (NE) (SE) (SE) (S) (SE) (SE) (SE) Assembly U -Value Location/Comments 0.088 FRONT, TO GARAGE, LEFT, BACK BACK LEFT, BACK RIGHT, RIGHT R-0 R-n/a 0.330 TO GARAGE, ENTRY R-30 R-n/a 0.031 ATTIC R-19 R-n/a 0.037 RAISED FLOOR FENESTRATION Interior Shading/ Description Drapes.Std Drapes.Std Drapes.Std Drapes.Std Drapes.Std Drapes.Std Drapes.St Drapes.•. Drapes. Drapes t Dra P - Drape St Drapest Drapes.Std Drapes.Std Drapes.Std Drapes.Std Over - Exterior hang/ Shading Fins None None None Nona !None None None None None None None None ►'None None ��� None � one one Imo/" None None None None None None None None None None None Framing Type VinylDiv VinylDiv VinylDiv _ VinylDiv VinylDiv _ Vinyl = Vinyl Vinyl = Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl # of Area U- Pan- (sf) Value es 15.0 0.520 2 9.80.510 2 20.0 0.520 2 15.0 0.520 2 9.8 0.510 2 20.0 0.520 2 30.0 0.520 2 10.0 0.520 2 8.0 0.510 2' 10.0 0.520 2 12.0 0.520 2 10.0 0.520 2 20.0 0.520 2 10.0 '0.520 2 9.0 0.520 2 40.0 0.520 2 6.0 0.520 2 Interior Shading/ Description Drapes.Std Drapes.Std Drapes.Std Drapes.Std Drapes.Std Drapes.Std Drapes.St Drapes.•. Drapes. Drapes t Dra P - Drape St Drapest Drapes.Std Drapes.Std Drapes.Std Drapes.Std Over - Exterior hang/ Shading Fins None None None Nona !None None None None None None None None ►'None None ��� None � one one Imo/" None None None None None None None None None None None Framing Type VinylDiv VinylDiv VinylDiv _ VinylDiv VinylDiv _ Vinyl = Vinyl Vinyl = Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... 3 Bedroom Res.- Potestio Date........ 07/01/96 MICROPAS4 v4.50 File -96142S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1816 S.F. Res. -Submittal Orientation Window Right (SW) Window Right (SW) Type InteriorHorz FENESTRATION Equipment Type Furnace AirCond Tank Type Storage Area Thickness Exposed (sf) (in) Location/Comments Yes 48 1.0 ENTRY HVAC SYSTEMS Minimum Duct Duct Thermostat Efficiency Location R -value Type 0.800 AFUE Crawlspace R-4.2 Setback 10.00 SEER Crawlspace R-4.2 Setback WATER HEATING SYSTEMS Number Tank in Energy Size Heater Type Distribution Type System Factor (gal) Gas Standard 1 .62 EF 40 SPECIAL FEATURES/REMARKS External Insulation R -value R-0 5 # of Interior o- Over - Area U- Pan- Shading/ Exterior hang/ Framing (sf) Value es Description Shading Fins Type 9.0 0.520 2 Drapes.Std None None Vinyl = 20.0 0.520 2 Drapes.Std None None Vinyl THERMAL MASS Equipment Type Furnace AirCond Tank Type Storage Area Thickness Exposed (sf) (in) Location/Comments Yes 48 1.0 ENTRY HVAC SYSTEMS Minimum Duct Duct Thermostat Efficiency Location R -value Type 0.800 AFUE Crawlspace R-4.2 Setback 10.00 SEER Crawlspace R-4.2 Setback WATER HEATING SYSTEMS Number Tank in Energy Size Heater Type Distribution Type System Factor (gal) Gas Standard 1 .62 EF 40 SPECIAL FEATURES/REMARKS External Insulation R -value R-0 5 e CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... 3 Bedroom Res.- Potestio Date........ 07/01/96 MICROPAS4 v4.50 File -961425 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1816 S.F. Res. -Submittal COMPLIANCE STATEMENT This certificate of com liance lists the buildin features and P g performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. Name.... Title... Agency.. Phone... Signed.. ate DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... Jim Potestio Name.... Marty Runnells Company. ,irtni PoTE3no Company. Energy Calculation Services Address. 60's -o Gw&-&_ cmc, Address. 1907 Mangrove Avenue, Suite D C-7 Chico, CA 95926 Phone... 916 894-5579 Phone... 916-894-8466 License. eeq Signed.. Signed.. ate ate - ENFORCEMENT AGENCY _. Name.... Title... Agency.. Phone... Signed.. ate MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... 3 Bedroom Res.- Potestio Date........ 07/01/96 Project Address Kell Rid ******* Oroville *v4.50* _- Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -961425 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1816 S.F. Res. -Submittal Lowrise residential buildings subject to the Standards must contain these! measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as: binding minimum component performance specifications for the mandatory measures, whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor.insulation in framed floors; Design- Enforce er ment- minimum R-8 in concrete raised floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.30-o, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... 3 Bedroom Res.- Potestio Date-_-_ n,7/n,/ac --------.. MICROPAS4 v4.50 File -96142S Wth-CTZ11S92 Program -FORM MF -1R - User#-MP1333 User -Energy Calculation Servic Run -1816 S.F. Res. -Submittal SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce - 110 -13: HVAC equipment, water heaters, showerheads and faucets er ment certified by the CEC. 150(i): Setback thermostat on all applicable heating systems. �`- 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating ,-sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. - 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. A 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. I Design- Enforce-- er ment COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... 3 Bedroom Res.- Potestio Date........ 07/01/96 Pro'ect Address Kell � R'd ******* ........ y i ge Oroville *v4.50* Documentation Author... Marty Runnells ******* Building Permit =' Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone.... ...... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -96142S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1816 S.F. Res. -Submittal MICROPAS4 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 12.79 12.26 0.53 Space Cooling.......... 14.06 15.28 -1.22 Water Heating.......... 12.56 11.68 0.88 Total 39.41 39.22 0.19 *** Building complies with Computer Performance *** Zone Type HOUSE Residence GENERAL INFORMATION Conditioned Floor Area..... Building Type.............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type. ....... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area............. Ground Floor Area.......... Slab -On -Grade Area... .... Glazing Percentage. ....... Average Glazing U -value.... Average Ceiling Height..... 1816 sf Single Family Detached New Front Facing 330 deg (NW) 1 1 ReducedYear Raised Floor 1 14528 cf 1816 sf 1816 sf 0 sf 15.6 °s of floor area 0.52 Btu/hr-sf-F 8 ft BUILDING ZONE INFORMATION Floor Area Volume (sf) (cf) # of Dwell Cond- Thermostat Units itioned Type 1816 14528 1.00 Yes Setback Vent Special Height Vent Area (ft) (sf) 2.0 n/a COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... 3 Bedroom Res.- Potestio Date........ 07/01/96 MICROPAS4 v4.50 File -96142S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1816 S.F. Res. -Submittal OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE _ 1 Wall 202 0.088 13 330 90 Yes None FRONT 2 Wall 142 0.088 13 330 90 No None TO GARAGE 3 Door 18 0.330 0 330 90 No None TO GARAGE 4 Wall 354 0.088 13 60 90 Yes None LEFT 5 Wall 305 0.088 13 150 90 Yes NoneBACK . 6 Wall 14 0.088 13 105 90 Yes None BACK LEFT 7 Wall 14 0.088 13 195 90 Yes None BACK RIGHT _ 8 Wall 255 0.088 13 240 90 Yes None RIGHT 9 Door 20 0.330 0 240 90 Yes None ENTRY 10 Wall 128 0.088 13 240 90 No None TO GARAGE 11 Roof 1816, 0.031 30 n/a 0 Yes None ATTIC 12 Floor 1816 0.037 19 n/a 0 No None RAISED FLOOR FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ _ Surface (sf) es Type Type value Azm Tlt Only Shade Description HOUSE 1 Window 15.0 2 VinylDiv Slider 0.520 330 90 0.88 0.78 Drapes.Std 2 Window 9.8 2 VinylDiv Fixed 0.510 330 90 0.88 0.78 Drapes.Std 3 Window 20.0 2 VinylDiv Slider 0.520 330 90 0.88 _ 0.78 Drapes.Std 4 Window 15.0 2 VinylDiv Slider 0.520 330 90 0.88 0.78 Drapes.Std 5 Window 9.8 2 VinylDiv Fixed 0.510 330 90 0.88 0.78 Drapes.Std 6 Window 20.0 2 Vinyl Slider 0.520 60 90 0.88 0.78 Drapes.Std 7 Window 30.0 2 Vinyl Slider 0.520 60 90 0.88 0.78 Drapes.Std 8 Window 10.0 2 Vinyl Slider 0.520 60 90 0.88 0.78 Drapes.Std 9 Window 8.0 2 Vinyl Fixed 0.510 60 90 0.88 0.78 Drapes.Std _ 10 Window 10.0 2 Vinyl Slider 0.520 60 90 0.88 0.78 Drapes.Std 11 Window 12.0 2 Vinyl Slider 0.520 150 90 0.88 0.78 Drapes.Std 12 Window 10.0 2 Vinyl Slider 0.520 105 90 0.88 0.78 Drapes.Std 13 Window 20.0 2 Vinyl Slider 0.520 150 90 0.88 0.78 Drapes.Std - 14 Window 10.0 2 Vinyl Slider 0.520 195 90 0.88 0.78 Drapes.Std 15 Window 9.0 2 Vinyl Slider 0.520 150 90 0.88 0.78 Drapes.Std 16 Window 40.0 2 Vinyl Slider 0.520 150 90 0.88 0.78 Drapes.Std 17 Window 6.0 2 Vinyl Slider 0.520 150 90 0.88 0.78 Drapes.Std 18 Window 9.0 2 Vinyl Slider 0.520 240 90 0.88 _ 0.78 Drapes.Std 19 Window 20.0 2 Vinyl Slider 0.520 240 90 0.88 0.78 Drapes.Std THERMAL MASS _ Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments HOUSE - 1 InteriorHorz 48 1.0 24.0 0.67 R-0.0 ENTRY COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... 3 Bedroom Res.- Potestio Date........ 07/01/96 System Type HOUSE Furnace AirCond Tank Type HVAC SYSTEMS Minimum Duct 0.800 AFUE Crawlspace 10.00 SEER Crawlspace WATER HEATING SYSTEMS Duct Duct R -value Efficiency R-4.2 0.830 R-4.2 0.860 Number Tank External in Energy Size Insulation_ Heater Type Distribution Type System Factor (gal) R -value 1 Storage- Gas Standard 1 .62 40 R-0 SPECIAL FEATURES/REMARKS HVAC SIZING Page 1 HVAC Project Title.......... 3 Bedroom Res.- Potestio Date........ 07/01/96 PA A 11 ******* roject res......... Ke y Ridge -- Oroville *v4.50* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -96142S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1816 S.F. Res. -Submittal GENERAL INFORMATION' Floor Area ................. Volume .. .................. Front Orientation.......... Sizing Location............ Latitude ..........:........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 1816 sf 14528 cf Front Facing 330 OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Heating Description (Btuh) Opaque Conduction and Solar...... 10420 Glazing Conduction ............... 5888 Glazing Solar .................... n/a Infiltration ..................... 8264 Internal Gain...... .............. n/a Ducts ............................ 2457 Sensible Load .................... 27028 Latent Load ...................... ................... n/a deg (NW) Cooling (Btuh) 5648 3827 8829 3393 2100 1190 24987 4997 Minimum Total Load 27028 29984 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.