The URL can be used to link to this page

Home My WebLink About079-270-067636-2"-- 7r PERMIT#96-0827 BINION, Bert & Nancy \ 125 Rollinghills Ct., Oroville Cont; R.E. Damberger Const y\ 1 \q New Single Family �` V� , S \� RESIDENTIAL �~ ,t 036-220-171 PERMIT#96-0827' BINION, Bert & Nancy 125 Rollinghills,Ct., Oroville Cont; R.E. Damberger Const. New Single Family . 1D G�'7y� �N��ii 1•'(!701 T �1�+..+^ / �"`, f' � .: K - OFFICE COPY Address - GAS Meter By Date E W- Mete,6— yBat GAS Meter By Date ELECTRIC Meter By � Date /O 500 JIB FINALED (Date) — Signature �ot 4 OFFICE COPY Address - GAS Meter By Date E W- Mete,6— yBat GAS Meter By Date ELECTRIC Meter By � Date /O 500 JIB FINALED (Date) — Signature f r V=OK'_ O = Not OK Not Readyy MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s I 1. Zoning Requirements - Setbacks - Easements rJ 2. Soils; Special MH Support Sketch Date 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-Test0rap; / PL'ft. / /Nat. or/ /'L"ft./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance 6. Carports; Windows -Doors 7. Electric Date Card B-1 Date Card B-1 Date Cana 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 Date 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date 5. Drain; MH Test -Fall -Flex Connector , Date 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval - 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6-Circulatlng Equip. -Heater Date Card B-1 Date Card -B-1 Date Card B-1 Date . - - Card B-1 y 1 rJ MISCELLANEOUS '4 Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; SoilsSize-DeplhSpacing-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-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GA 5. Elec.; Pool Lighting; 15 Volts-GFl 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6-Circulatlng Equip. -Heater 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool L ghtg. 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, f OK O = Not OK _ = Not Applicable Not heady RESIDENTIAL. (; ' = _ Date . UNDE LOOR (Plans) OK except tf's 1 oni -Setbacks-Easemen -Floo pe ?,--Kg - I Main; 'Soils-Elec r Depth Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ft_g., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Jnsulation DateZQZCard B-1 Date Card B-1 Z*ZI4Z Date Card B-1 Date Card B-1 Date PLUMBI (Permit) OK except n's 1 er Htr.:Vent-Acc -Combustion Air -Baffle ---------------------- ---- � �- - -------------------------- Water Pipe n ail�Ywrnection D V & ArJ* r Nail Pr coon XPShower Pan: Test. First Floor -Tub Access ___________ Test Tub & Shower* Second Floor -Tub Access ---------- 7---------------------------------------------------- as Pipe: Size & Anchors --------------------------------------------------- Date Qi-I'L-Gj2 Card B-1 �tDate q Card B-1 ------- --------------- - - -- �% Date -q-) C rd B-1 Date Card B-1 Date ELE RICAL (Permit).OK except a's Fixture & Transformer Clearance -Ins. Protection ------------ -- ---------------------------------------- lec. Receptacles Spacing -Lights & Switches at Doors ------------- - - ------ - - - - --- -- -- -- --- ze oxes & No. of Conductors -Stapled ----------------------------------------------------- _ o Installed Close to Edge of Studs & C.J. -------- qn . Ground made up w'Mech. Fastners-Bond Gas &Water - -- - -- - - -- -- - Appliance Circuts in Kitchen & Co r S zerGFl Subfeed Wire Sizer r ga. Cu or A: C' Wire Sizeg C r At -------------- - - Range Circ. r , ga. Cu or AI -Oven Circ. r r ga. Cu or Al. Insulated Neutral 0 Yes ❑ No --- ervice-Riser Conductors & Ground -Main Disconnect ---------- -- ----- - --- -- ---- -CfQ4r 31 Equip_ Clearances Panels_Motors_Mech. Equip. ... .. 32 CI es Closet Light Shower Light -Spa Light ------- --- .-- -- ................ . . moke Detector --- -- - - .._..__..._........... ........ ............... .. Date/ Card B-1 A% Date Card I - - B-1 - --- - ... .. ------- .. ....... DaCard B-1 Date Card B-1 Date MEC NICAL_(Permit) OK except a's A. cis Insulation &'Support Venl Fan_Exhaust above insulation ------ ------ ........ ... ... ...... Condensate Drain & Overflow: Size & Grade ......... - - Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet - ..... ... ... .. is Access & Platform if Furnance in Attic D q Card B-1 /%� Date Card B-1 Date Card B-1 Date Card B-1 Date FRA (Plans) OK except #'s S,0 roper Material & Anchors B. W s uds-Nailing. Spacing & Bracing -Plates -Sound ....................... ..... .. ring Walls over Girders & Floor Nailing ................................. _._.................. ... .. D ft Stop in Walls (rat proof) Fire Stops: Furred Ceilings -Stairs -Chases -Tub ........ .._.........._........9 ..... .. .......... .. ... Headers & Beam -Size & Bearing jingle & Duplex) Date FRAMING (Continued) _---- --- 4 angers -Post Caps -Anchors -Connectors 46.' Ing. Joist-Rftr. ties -Pu rlin-roof Bra runs- h ntK g.- g. 47 -Fir ace Ties or Type Flue -Fire lace Throat clearance ------- tti —ccess; - Rome tection-Dra o -Ins e dr indows or Exiting Doors -Sill Hgt. & Dimensions 5 arage Fire Protection Framing ------------------------------------ 5 II & Openings _ - - ------ oors-One 3' -Check Garage -3rd Story, 2 Exits tai a Width -Headroom -Rise -Run -Landing -Fire Protection ------------ 5od on Roof Overhang -Attic Vents -Rafter Outriggers Veneer 56!SjAif`co Mesh -Drip Screed -Fd. Vents-Underflr. Access VGlazing Area-GlassProtection-Skylights-Plastic ----ear Walls: Nail' g -Bolts nfiltration-Walls-Windows I -------------------------------------- Date Card B-1 Date T Card B-1 Date x'77 Card B-1 Date Card B-1 Date FINA Plans) OK except It's Ex eps-_Door & Sidelight Protection -Landings —_ ----------- ;Wforn ---------m Detector---- - — �.rnare: Vents -Clearance -Comb. Air -Connector - In rage: Above Floor-Ducts-Mech. Protection - -. --------- --- room Exiting----------- --- G.F ath Fixtures & Tub Access -Spa a Trim & Subpanel Breaker Sizes & Labels Stairs &Rails - i --ace o _-__-._- earances-Hearth ... -------------------------- Ele - utlets at Wood Panel: Int. & Ext. ...... .......... _ -------------------- ---------- &Appliance: Grnd. _ -Air Gap -Cooking Clearance Elec. Outle & Receptacles at Kit_Counter -- ----- `.. --Swing-Landing_Closer- -- 7 Duct in Garage -Damper 7 Wtr. encs -Clearance -Comb Air-Connector-P.R.V. I arage: Above Floor -Meth. Protection ------------------ 7 PI ec. & Mech. Equip. Listed for Location 7 EI ecept les in Garage: (G.F.I.)-Rome rotection - - - ---- -- --------- - — Ion I n -F ooked in Attic Yes 78. ua ails & Deck Construction-Pos�n. ps Ven Crawl Hole Door-Drainaood-Earth CI nce Looked under Floor es f-- - --- --------------- . Following instld : Drive O Yes 0 No: Walks 0 Yes O No: Planters ❑ Yes O No ----------------- ----------------- "" ^- --^ a Finish .. ... . ..... ........ .......----...---------------------- -------- ------- f nit: D sconnect. Electrical, Plumbing -.--------- ------------------------ Vents Above Roof . . : Plbg.-Applia-nce-Fireplace.-Clearance to Openings ... ll; D .. .sco....... ---Electrical,.._..------------Plumbin--9------ . e------ xteri ap Trim: G.F.I. Receptacle -Underground ti ion Throughout House --------------------------------------- ss Protec ns `rom Previous Inspections G e -Meters Tagged: Gas:Electric----------------------- - 0 ter & Sewer Connected -C/0 to Grade -HD Approval - ---------- ----------------- ne'r'g y** Compliance Certificate -Other Certificates - Date �'� Card B-1 Date ----- - - Card - -------------- -- Date,j /9• lCard B -t V* Dale Card B-1 Date Card B-1 Date --Card B-1 ------ Comments. at Final: COUNTY OF BUTTE `.� BUILDING DIVISION ye DEPARTMENT OF DEVELOPMENT SERVICES -, 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE 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. `;A k 11 C s 'M 3 a 1� 3•` �j .y G y ;{ Date �[7"� — 9 Inspector It� "V REV 10192 r3 COUNTY OF BUTTE - BUILDING DIVISION.z DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (9.1:>"6)-.89'1=2751 ' 7 County Center Drive, Oroville, CA - (91.6) _538=7541. 747 Elliott Road, Paradise, CA - (916)'872-6307.. CORRECTION NOTICE 13/ fi5 .N) O .✓ 1 OWNER PERMIT NO: ' A routine inspection indicates that the following violations oftutte 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. , ; °, t• Y Date �� Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION r DEPARTMENT OF DEVELOPMENT SERVICES - , 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTIONNOTICE OWNER PERMIT NO. A routine inspection �dicates that the following violations of Butte County Ordinances exist at } the abovek..t and should be corrected. Please notify this office when correction of work y is completu have any questions pertaining to this matter, or need additional explanation, please cois office immediately. ` 4 4 --C-124- -.C -- e! - ,cJ ZA P" O.4 S A .a. Date j 2- 1 Inspector ,p I f%1j REV 10192 � �` (^ Date j 2- 1 Inspector ,p I f%1j REV 10192 � �` COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE _oy7 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 immediately. t Date Inspector REV 10/92 _ CERTIFICATION OF INSULATION,,' ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS ❑ P.O. BOX 854, (WEST SACRAMENTO, CA 95691 LIC. #202026 R.E. DAMBERGER LOT « : ❑ 1453 GARDEN HWY., YUBA CITY, CA 95991 LIC. #202026 t ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #2020.26 ❑ P.O. BOX 1631, RENO; NV 89505 LIC. #10675 ~' . ' t ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 . - 125 ROLLINGHILLS CT. 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 k FORM, FORM ` BATTS BATTS & BLOW BATTS MANUFACTURER'S PRODUCT-I.D. MANUFACTURER'S PRODUCT LD MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER OCF • OCF ' OCF ' + i BAGS SCHULLER - SCHULLER. SCHULLER R - VALUE APPLIED R - VALUE APPLIED MWEINST LLD R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS ER SQUARE FOOT INSTALLED THICKNESS R-19 .6 1/4" R -M 151/4" R-19 61/4" KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM R VALUE. MANUFACTURER , FIBERGLASS BATTS. t 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 STANDA S AND REGULATIONS. • SIGNATURE -1N ULATION OWR TOR TITLE DATE . < MANAGER _ 02/24/97 SIGNATU E-GENER CONTRACTOR V TITLE, DATE REMARKS: .r ' 16 SIC -303 BUILDER COPY 3 �0 09;(15 '9 16 8;17 1. 17 8 MOSS LUMBER RD(,, zool -031E of flw4 A iTi I L A('I f i I o'. MAN UFA 'Tt F! T I? A wh r, of a ly ed Zt 'Cled and v;,-. AITC Cel TITU f E 0 T l 6 �'0415 fILIC'11111 AM-12RICA,14 NSP (TU OF TIMBEF1 CONSTRUCTION �1 v 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 ZONING A5 BUILDING PERMIT OWNER BERT & NANCY BINION TELEPHONE 589-4129 SO. FT. OCC. BUILDING VALUATION 2259 R 121 986.00 OWNERS MAILING ADDRESS 390 LODGEVIEW OROVILLE 95966 576 C 10 368.00 CONTRACTOR'S NAME TELEPHONE R.E. DAMBERGER CONSTR. 1589-4761 144 1,872.00 340 1 1 2,380.00 CONTRACTORS MAIUNG ADDRESS 240 SUNDAY R BERRY CREEK Fireplace CONSTRUCTION LENDER UNMOWN NONE Total Valuation $ 136 606.00 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 769.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 500-00 Plan Checking Fee $ECT 23.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS 125 p PERMITFEE $ 1312.00 PLUMBINGPERMIT Filing Fee 20.00 Each Trap 101 7.00 70.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 15.00 yy USEOFSTRUCTURE SF fl Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 15-00 Building sewer 15.00 TYPE OF WORK New ❑Y Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM - Mobile Home I S I GI W 1 920.00 PERMITFEE $ 190-00 Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main ServiceE00v OR LESS ( 200A OR LESS ) 23.00 9-1-00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, nd t'ny license is in f force and effect. icense Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR ADDNS. ( a ACC. BLDS. ) SD. 3.5¢ FT. 99 go NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS (a SINGLE OUTLET CIR. ) Ex. Occup. ourLEr OR FocruREs ( ) BAS ®1.50 FIXED APPWS. OR Ex. Occup. ( OUTLETS (RESID.) EA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 142.20 Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the /Performance of the work for which this permit is issued. B I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. Caworkers' corn ens tion iance%carrier and policynumber are: Cansur rrier S- Q r1A Policy Number - f7[ (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, 1 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( 16-_ Signature of Applicant - ❑ OwnerContractor ❑ Agent An OSHA permit is required for excav tions over 60" deep and demolition or construction2 of structures over 3 stories in MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation 3 .59-73757 PERMITFEE $ 70.00 Contractor Mobile Home Installation Fee $ Energy Inspection Fee Is occ R 3 CONST. TYPE VN TOTAL FE $ 1720.20 HAZ. D. FEES I P FLO CDF C PD U This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have BY PERMITEXPIRESON the applicable provisions Resolutions to do work been paid. Date .2 7 (D4.) bheight. ReceiptNo.1 Sib . b 0w s ,� WHITE-D.D.S.-B.D. CANARY-ASSESS6R PINK -INSPECTOR GOLDENROD -APPLICANT �'^.il'�wn.r4,:_?,��.;�; +r,�.�r�:?:� .��+y�f.-ii�S.:'.: �i{r'•'nfmR;F'..yn!'�,�f^'F �'r'1'f"'7�'i�lq�+C�'�'. � --,- .—rte -• 'F: .'•,e. .. _ „ir .;., �Y ..� r a..... COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION , , .,7,COUNTYCENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER Z3(PtI0#1 A. P. No.,3 b— 2_--_C) — / -7/ Proposed Building Use ac.! aQ- Building Inspector L A Date V.1461fg Or f 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). .... A. Mobilehom a end anufac urer's installation instruc;ions, Fees of$-'�./�!ei 9i2ngineepr. .1r .�Lmpact fees as shown on attached schedule..California Department of Forestry plan approval'`j�/�......... Flood elevation letter (100 year floc,by Cj; or.........: : : : : 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). . . Prey"me n" �QO� 20. Pre -inspection for required. .. to Building Inspector (Date) 2 Contractor's license information. (No., Name Style, Classification) . .............. Certificate of Workmans Compensation Insurance . .......................... i Owner -Builder Verification (Given to owner Mail to owner _�. ........ . 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 ,r: provements completed and (B) Parcel meets zoning area and frontage requiyfnents. ............... 31. Existing violations/expired permits . ..................................... . S� . !^c� � ham✓ ..,� � �+-- �4.�/ ................. . 0� Wh n you issue the r itYpro� ss as follows: Mail to,owVr. Mail to contractor. Telephone )%b and hold for pickup at (fir . office. Deliver with inspector. Other Parcel Creation Lf _fi; _9� 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 issuan3e: (Circle new item not cue cJ 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 SRunter by _ Date Plans checked by t - Date i, Plans approved by Date Sets of plans on hold in File cabinet AP folder _ Copy - Department of Public Works 1 1 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance t .R.H. USE ONLY Plot Plaa Attached Fkw Plea Mttched Seat toB.B.�62'�, / OwnerL/ Location Plan Approved for: Sewage Disposal Water Supply: Public _ Clearance for bedroom - ome Other Hold finaY Final cl ce O.K. for: N Environmental Health Specialist 11IMPI U3j�- aZ 7/ AP/i Private Well COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 OWNER 44 A.P. # .�6 2 b 71 PROPOSED BUILDING USE A)eW S F DATE REC. # DATE REC GSCHOOL-DISTRICT FEES (paid at District Office) �2.) SHERIFF FEES (paid at Building Division) Residential... .. x unit amt. Commercial (sq.ft.). x _$ 3. URBAN AREA FEES (paid at Building Division) Residential (per unit). x =$ #units amt. Commercial (sq.ft.). x =$ sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) 5. THERMALITO DRAINAGE DISTRICT FEES $400.00 (paid at Building Division) SRA FIRE INSPECTION AND -PLAN CHECK 89.00 paid at Building Division) P 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. R1\ APPLICANT 2 DATE `�� yr.�r..�.�.'•.r.r.l`y^np'F-��-.a-�...f,,.yys r.-y,,.•.-,y.�.r.e.� ...a 1'+w•'r`^f-.. .. _ .. _. _ h .qv� `---rsY '�."_t+[1r�,.ri.-... .+tc•,r,r.'."''^-./��.�•wr..... .,,-.:•,,tr"'-raa,:i' + BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM " r.. (One Form Per Building) x School District�p �� r t �(.a r�rt Building Department No. A.P. Number \h- �;Z ¢� I % Jurisdiction, 0 City [ County Property Owner Property Location/Address d4a C I Subdivison Residential.Development EL 0 No. of Living MHI Units Lot No. Sq. Footage Addition ' (Group R) Commercial/Industrial �; 0 Sq. Footage i' New Addition (Including Exterior Roofed Areas)`w f 0. r- A7Z, 4 •Building D-eipartmenf R resedative D t (Floor.Plans reviewed by School District Personnel) strict Identification No.V j j�VUe School District certifies that (Applicant) (Street Address)(Phone Number) x ( vi (City) (State) (Zip Code) has complied with the requirements of Resolution No. no by payment of $ ` representingsquare feet. As 2926 $ PULL MITIGATION $ School istrict Representative Date Paid by Check # Remarks Bank Number. /) Paid by Cash �4 ir, subsequent tome 5cnooi uistnct Hepresentative signing inns tsutte t,ounty z)cnoois impact. nee Certification Form, the School District is notified by the applicable Local`Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEOA), this project may be subject to additional school fees to fully mitigate its imoact on the school district's schools. White (applicant), Yellow (building department), Pink (school. district) feeiormmkl (11/94)dmm V 'LAND DEVELOPMENT. ;BUILDING rENV�IRONMENTAL' I EALTH`�' PERMIT CLEARANCE Bui/d/ng Permit No. (� ...e�..M ivy'�:��'�"�'o:s_t:Ln�.�/►:s�.saea it %3/� }an ppA /rJJP1S0/ OWNERS !� A.P. NAME: 1 ill (>rt NUMBER: QI(O Q.10 1-71 PRINT LAST NAME FIRST COUNTY ZONING DESIGNATION: — S FLOOD ZONE: k FLOOD MAP: 5-00 /7 APPROVED: CONDITIONALLY APPROVED: X RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP )d DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING LOT BOOK % PAGE 7 COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR -TO BOOK 17 OF MAPS AT PAGE 23): YES _ Y 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 BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. _ 1. Maintain a 50 ft. building setback from centerline of.road. 2 ft.buiin Maintain a Zy ldg setback from ri 9 9 -way/cereFlirle` ofi �� /�i ��a._ .. Tic•/ ... _ 3. Maintain a 100 ft. leachfield setback from all existing wells. X 4. Maintain a oo ft. leachfield setback from ST26�+M _ 5. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. X 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. psynwa to be amcb to the P116y4ig Dhdskn.. 14. All new resi ial buildings- shall be constricted to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundaition system which complies with'the Seismic Zone I requirements of the Uniform Building Code. .15. Deer Mitigation fees are to be paid;-4f.such fees have been adopted by the Butte County Board of Supervisors. X 16. Pay school impact mitigation fees. X 17. A develop . ment impact fella for sherifffacilities shall be paid pursuant to the provisions .of Chapter 3, Article 11 of the Butte County. Code. 18. Wood stoves and fireplacelinserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as ainended. hd .- V-,wdrk'.shall -cease in the area of the find Vjres�bbrces are enc-ountered4uring--g.rou ...disturbiin g activities; all ..1 �f at)V..culturcj site _This Person . Would.Ah6ni beablo. to -assess� the site pending examination of"th6,. y a professional significance . and suggest appropriate mitigation measures. X 20. No V / 0 e-,* C Y 7- f� 1- loon 62 7-1 c 6vA rzjv- A&' efy 4- 04-1; 4 6r 22. 23 24. AIO INVW118RONYI 31ITIS JO UN 60 LD 9/95 - CAWP5I1FORMS.K\8LDGPERM.CLR V, CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT BUILDING DEPT State of MAY9 1 County of On before me Date Name and Title of Officer (e.g.P.lar4 Doe, Notary Put personally appeare. ate` AF' �f(�,-,c ,e — pr/a e(s) of Signer(s) / El personally known to me — OR roved to me on thebasisof satisfactory evidence to be the person(s) whose name(s) X/are subscribed to the within instrument and acknowledged to me that *sA/they executed the ` same in �/-*their authorized capacity(ies), and that by *-b*their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, SHARON M. MC GHEE Z executed the instrument. :.:� COMM. # 987474 Z Notary Public — Califomia a BUTTE COUNTY WITNESS my hand and official seal. My Comm. Expires APR 13. 1997 C- Signature of Notary Publi OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent ' fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Typ Document 7 ' C Signer(s) Other Than Named Above: `% 6 'Capacity(les) Claimed by Signer(s) Signer's Name GLS G�cc,ex Individual ❑ Corporate Officer Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney -in -Fact ❑ Trustee _ ❑ Guardian or Conservator ❑ Other: Top of thumb here Signer Is Representing Number of Pages: Signer's Name: Individual ❑ Corporate Officer Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney -in -Fact ❑ Trustee ❑ Guardian or Conservator - ❑ Other: Top of thumb here Signer Is Representing Til yy'S��.Z.Z'• ZjL i. 0 1994 National Notary Association - 8236 Remmet Ave., P.O. Box 7184 - Canoga Park, CA 91309-7184 Prod. No. 5907 Reorder: Call Toll -Free 1-800-876-6827 } And when recorded mail to: 4 gVUtL�� Gp�PT�� Building Division MAY #7 County Center Drive Oroville, Ca. 95965 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT 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 Countv has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessan. farm operations. All that real property situate in the County of Butte, State of California, described as follows: Parcel 1, as shown on the Parcel map of a portion of the West half of Section 26, Township 19 North, Range 4 East, M.D.B & M., which map was filed in the office of the Recorder of the County of Butte, State of California, on August 1, 1979 in Book 71 of parcel Maps, at page 71. RESERVING THEREFROM and TOGETHER WITH a non-exclusive public easement for ingress and egress and for public utilities 60 feet in width, as shown on the Parcel map referred to above. ALSO TOGETHER WITH a non-exclusive easement for road and public utility purpose(s) over Parcels 2 and 3 of Parcel map filed in the office of the Recorder of the County of Butte, State of California, November 5, 1975 in Book 53 of Parcel maps, at pages 90, 91 and 92. 36-22-101 Date: .OWNERS: State of California ) Countv of ) On before me, personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/arc subscribed to the r: within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature A.P. # Seal: 0 4 J NOTE TO RECORDER: DO NOT RECORD THIS SIDE A.A. - 1 Instructions for recording Agricultural Statement of Acknowledgement: 1. Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. ( The description may be handwritten or typed in the space provided or attached on a separate sheet if more space is required). 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $6.00 - 1st. Page $3.00 - Each Additional Page OVER TABLE OF CONTENTS TOC Project Title.......... Residence for(-Binion Date........ 04/16/96 Project Address........ Ro ing i s Ct. Oroville *v4.50* Documentation Author... Neal Kuopus ******* Building Permit Calctech 1835 South Villa Ave Plan Check Date Palermo, CA 95968 916-534-5066 Field Check/ Date Climate Zone. ..... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-BINIONCO Wth-CTZ11S92 Program -TOC User#-MP1320 User-Calctech Run -Proposed Residence TABLE OF CONTENTS Report Page FORM CF -1R..............:.. 1 FORM MF -1R ................ 4 FORM C -2R ................. 6 FORM C -3R ................. 9 HVAC SIZING ............... 14 CoK003 6 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Residence for Binion Date........ 04/16/96 Project Address........ Rollinghills Ct. Oroville *v4.50* Documentation Author... Neal Kuopus ******* Building Permit Calctech 1835 South Villa Ave Plan Check Date Palermo, CA 95968 916-534-5066 Field Check Date Climate Zone. ........ 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-BINIONCO Wth-CTZllS92 Program -FORM CF -1R User#-MP1320 User-Calctech Run -Proposed Residence 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.... 2270 sf Single Family Detached New Front Facing 180 deg (S) 1 2 Raised Floor 19.8 % of floor area 0.51 Btu/hr-sf-F BUILDING SHELL INSULATION Component Frame Cavity Sheathing Assembly Type Type R -value R -value U -Value Location/Comments Wall Wood R-21 R-0 0.057 FRONT, BAY WINDOWS, RIGHT TO CRAWLSPACE # of Interior Area U- Pan- Shading/ Exterior Orientation (sf) Value es Description Shading Front Front Front Right Right Right Right Right Back Back Back Back Back Left Left (s)�� (S)� (SE) (SE)� (E )— (E) (E) (NE) (NE)-- (N) (w) (W) Over- hang/ Framing Fins Type '.0 0.510 2 Drapes.Std None BACK, LEFT Door n/a R-0 R-n/a 0.330 FRONT ENTRY, Wall Wood R-21 R-0 0.060 TO CRAWLSPACE Floor Wood R-19 R-0 0.036 TO CRAWLSPACE FloorExt Wood R-19 R-0 0.043 TO OPEN Roof Wood R-11 R-27, 0.025 TO ATTIC 0.510 2 Drapes.Std FENESTRATION Yes TO CRAWLSPACE # of Interior Area U- Pan- Shading/ Exterior Orientation (sf) Value es Description Shading Front Front Front Right Right Right Right Right Back Back Back Back Back Left Left (s)�� (S)� (SE) (SE)� (E )— (E) (E) (NE) (NE)-- (N) (w) (W) Over- hang/ Framing Fins Type '.0 0.510 2 Drapes.Std None None Vinyl .0 0.510 2 Drapes.Std None None Vinyl 0 0.510 2 Drapes.Std None Yes Vinyl .0 0.500 2 Drapes.Std None Yes Vinyl 41S'.0 0.500 2 Drapes.Std None Yes Vinyl 0) 0 0.510 2 Drapes.Std None Yes Vinyl 0'0.510 2 Drapes.Std None Yes Vinyl 4 0 0.510 2 Drapes.Std None Yes Vinyl 0 0.500 2 Drapes.Std None Yes Vinyl -S 0 0.500 2 Drapes.Std None Yes Vinyl .0 0.510 2 Drapes.Std None Yes Vinyl ..0 0.510 2 Drapes.Std None None Vinyl 41.0 0.510 2 Drapes.Std None None Vinyl 4.5 0.510 2 Drapes.Std None Yes Vinyl 20.0 0.510 2 Drapes.Std None Yes Vinyl i CERTIFICATE OF COMPLIANCE: RESIDENTIAL' Page 2 CF -1R Project Title.......... Residence for Binion Date........ 04/16/96 MICROPAS4 v4.50 File-BINIONCO Wth-CTZ11S92 Program -FORM CF -1R User#-MP1320 User-Calctech Run -Proposed Residence FENESTRATION SPECIAL FEATURES/REMARKS R-4.2 duct insulation required R-19 floor insulation required per Form 3s R-21 wall insulation required.per Form 3s R-38 ceiling insulation required per Form 3 Glazing U -values per MFR'S. NFRC testing & certification Viking vinyl frame dual -pane clear glazing or equal req'd. FURN.80: LPG horizontal furnace in Attic EVAP.000L.11: Evaporative cooler w/ manual damper to ductwork EVAP.COOL.11: 3.2 cfm x 2270 sq.ft. = 7264 cfm min. capacity unit EVAP.000L.11: 'UP -DUX' ceil. baffles & cont. ridge vent per plan HWH: A.O.SMITH FGR -50 or equal EF req'd. # of Interior Over - Area U= Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading.. Fins Type Window Left (W) 16.0 0.510 2 Drapes.Std None Yes Vinyl Door Left (W) 20.0 0.550 2 Drapes.Std None Yes Glz<50% Door Left (W) 17.8 0.550 2 Drapes.Std None Yes Glz<50o Window Left (W) 10.0 0.510 2 Drapes.Std None Yes Vinyl HVAC SYSTEMS Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type Furnace 0.800 AFUE Attic R-4.2 Setback Evaporative 11.00 SEER Attic R-4.2 Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 0.60 EF 50 R-0 SPECIAL FEATURES/REMARKS R-4.2 duct insulation required R-19 floor insulation required per Form 3s R-21 wall insulation required.per Form 3s R-38 ceiling insulation required per Form 3 Glazing U -values per MFR'S. NFRC testing & certification Viking vinyl frame dual -pane clear glazing or equal req'd. FURN.80: LPG horizontal furnace in Attic EVAP.000L.11: Evaporative cooler w/ manual damper to ductwork EVAP.COOL.11: 3.2 cfm x 2270 sq.ft. = 7264 cfm min. capacity unit EVAP.000L.11: 'UP -DUX' ceil. baffles & cont. ridge vent per plan HWH: A.O.SMITH FGR -50 or equal EF req'd. CERTIFICATE OF COMPLIANCE:, RESIDENTIAL Page 3 CF -1R Project Title.......... Residence for Binion Date........ 04/16/96 MICROPAS4 v4.50 File-BINIONCO Wth-CTZllS92 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, Parts.l 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. DESIGNER or OWNER Name.... Ron E. Damberger Company: Damberger Construction Address. 240 Sunday Dr. Berry Creek, CA 95916 Phone... (916) 589-4761 License. 391817 DOCUMENTATION AUTHOR Name..... Neal Kuopus Company. Calctech, Address. 1835 South Villa Ave_ Palermo, CA 95968 Phone... 916-534-5066 Signed.. Signed.. Qat- 4'11(.11 (D (date) (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) A. MANDATORY MEASURES CHECKLIST:'RESIDENTIAL Page 4 MF -1R Project Title.......... Residence for Binion Date........ 04/16/96 ******* Project Address........ Rollinghills Ct. Oroville *v4.50* Documentation Author... Neal Kuopus ******* Building Permit Calctech 1835 South Villa Ave Plan Check Date Palermo, CA 95968 916-534-5066 Field Check Date Climate Zone. ..... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-BINIONCO Wth-CTZ11S92 Program -FORM MF -1R User#-MP1320 User-Calctech Run -Proposed Residence 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 Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. v3$ 150(b): Loose fill insulation manufacturers labeled R -Value. 11JK1 *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). IZ-11I *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, 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. OA _�Jr _(UL JUA- ' [Jr-_ _/M_ MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... Residence for Binion Date........ 04/16/96 MICROPAS4 v4.50 File-BINIONCO Wth-CTZllS92 Program -FORM MF -1R User#-MP1320 User-Calctech Run -Proposed Residence SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets 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. �L 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. 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.).K- LIGHTING MEASURES Design- Enforce- er ment 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. �� COMPUTER METHOD SUMMARY Page 6 C -2R Project Title.......... Residence for Binion Date........ 04/16/96 Project Address........ Rollinghills Ct. Oroville *v4.50* Documentation Author... Neal Kuopus ******* Building Permit Calctech 1835 South Villa Ave Plan Check Date Palermo, CA 95968 916-534-5066 Field Check/ Date Climate Zone. .. 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-BINIONCO Wth-CTZ11S92 Program -FORM C -2R User#-MP1320 User-Calctech Run -Proposed Residence MICROPAS4 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling.......... Water Heating.......... Standard Proposed Compliance Design Design Margin 14.02 12.48 1.54. 12.67 11.34 1.33 11.02 10.59 0.43 Total 37.71 34.41 3.30 *** Building complies with Computer Performance *** 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..... 2270 sf Single Family Detached New Front Facing 180 deg (S) 1 2 ReducedYear Raised Floor 1 20553 cf 2043 sf 1996.2 sf 0 sf 19.8 % of floor area 0.51 Btu/hr-sf-F 9.1 ft Vent Special Height Vent Area (ft) (sf) 8.0 n/a BUILDING ZONE.INFORMATION Floor # of Area Volume' Dwell Cond- Thermostat Zone Type (sf) (cf) Units itioned Type HOUSE Residence 2270 20553 1.00 Yes Setback - Vent Special Height Vent Area (ft) (sf) 8.0 n/a COMPUTER METHOD SUMMARY. Page 7 C -2R Project Title.......... Residence for Binion Date........ 04/16/96 MICROPAS4 v4.50 File-BINIONCO Wth-CTZ11S92 Program -FORM C -2R User#-MP1320 User-Calctech Run -Proposed Residence OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 299 0.057 21 180 90 Yes SP.21.2X6.16 FRONT 2 Door 20 0.330 0 180 90 Yes None FRONT ENTRY 3 Wall 25 0.057 21 135 90 Yes SP.21.2X6.16 BAY WINDOWS 4 Wall 431 0.057 21 90 90 Yes SP.21.2X6.16 RIGHT 5 Wall 25 0.057 21 45 90 Yes SP.21.2X6.16 BAY WINDOWS 6 Wall 491 0.057 21 0 90 Yes SP.21.2X6.16 BACK 7 Wall 434 0.057 21 270 90 Yes SP.21.2X6.16 LEFT 8 Wall 311 0.060 21 180 90 No AW.21.2X6.16 TO CRAWLSPACE 9 Door 18 0.330 0 180 90 No None TO CRAWLSPACE 10 Floor 1996 0.036 19 n/a 0 No FC19.2X10.16 TO CRAWLSPACE 11 F1oorExt 47 0.043 19 n/a 0 No FX19.2X10.16 TO OPEN 12 Roof 2043 0.025 38 n/a 0 Yes R.38.2X4.24 TO ATTIC 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 20.0 2 Vinyl Slider 0.510 180 90 0.88 0.78 Drapes.Std 2 Door 41.0 2 Vinyl Slider 0.510 180 90 0.88 0.78 Drapes.Std 3 Window 25.0 2 Vinyl Slider 0.510 180 90 0.88 0.78 Drapes.Std 4 Window 15.0 2 Vinyl Fixed 0.500 135 90 0.88 0.78 Drapes.Std 5 Window 15.0 2 Vinyl Fixed 0.500 135 90 0.88 0.78 Drapes.Std 6 Window 30.0 2 Vinyl Slider 0.510 90 90 0.88 0.78 Drapes.Std 7 Window 24.0 2 Vinyl Slider 0.510 90 90 0.88 0.78 Drapes.Std 8 Window 40.0 2 Vinyl Slider 0.510 90 90 0.88 0.78 Drapes.Std 9 Window 15.0 2 Vinyl Fixed 0.500 45 90 0.88 0.78 Drapes.Std 10 Window 15.0 2 Vinyl Fixed 0.500 45 90 0.88 0.78 Drapes.Std 11 Window 30.0 2 Vinyl Slider 0.510 0 90 0.88 0.78 Drapes.Std 12 Window 50.0 2 Vinyl Slider 0.510 0 90 0.88 0.78 Drapes.Std 13 Door 41.0 2 Vinyl Slider 0.510 0 90 0.88 0.78 Drapes.Std 14 Window 4.5 2 Vinyl Slider 0.510 270 90 0.88 0.78 Drapes.Std 15 Window 20.0 2 Vinyl Slider 0.510 270 90 0.88 0.78 Drapes.Std 16 Window 16.0 2 Vinyl Slider 0.510 270 90 0.88 0.78 Drapes.Std 17 Door 20.0 2 Glz<50% Hinged 0.550 270 90 0.88 0.78 Drapes.Std 18 Door 17.8 2 Glz<50% Hinged 0.550 270 90 0.88 0.78 Drapes.Std 19 Window 10.0 2 Vinyl Slider 0.510 270 90 0.88 0.78 Drapes.Std OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 3 Window 25.0 5 5 3 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 15.0 5 3 2.7 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 15.0 5 3 1 1.0 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... Residence for Binibn Date........ 04/16/96 MICROPAS4 v4.50 File-BINIONCO Wth-CTZ11S92 Program -FORM C -2R User#-MP1320 User-Calctech Run -Proposed Residence OVERHANGS AND SIDE FINS SPECIAL FEATURES/REMARKS R-4.2 duct insulation required R-19 floor insulation required per Form 3s R-21 wall insulation required per Form 3s R-38 ceiling insulation required per Form 3 Glazing U -values per MFR'S. NFRC testing & certification Viking.vinyl frame dual -pane clear glazing or equal req'd. FURN.80: LPG horizontal furnace in Attic EVAP.COOL.11: Evaporative cooler w/ manual damper to ductwork EVAP.COOL.11: 3.2 cfm x 2270 sq.ft. = 7264 cfm min. capacity unit EVAP.COOL.11: 'UP -DUX' ceil. baffles & cont. ridge vent per plan HWH: A.O.SMITH FGR -50 or equal EF req'd. Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 6 Window 30.0 5 6 1 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 24.0 4 6 3 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 40.0.5 8 1 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 15.0 5 3 2.7 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 15.0 5 3 1 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 30.0 5 3 3 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 4.5 1.5 3 3 0 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 20.0 4 5 3 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 16.0 4 4 3 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 17 Door 20.0 6.7 3 30 0 n/a n/a n/a n/a n/a n/a n/a n/a 18 Door 17.8 6.7 2.7 30 0 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window. 10.0 4. 2.5 30 0 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency HOUSE Furnace 0.800 AFUE Attic R-4.2 0.880 Evaporative 11.00 SEER Attic R-4.2 0.870 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 0.60 50 R-0 SPECIAL FEATURES/REMARKS R-4.2 duct insulation required R-19 floor insulation required per Form 3s R-21 wall insulation required per Form 3s R-38 ceiling insulation required per Form 3 Glazing U -values per MFR'S. NFRC testing & certification Viking.vinyl frame dual -pane clear glazing or equal req'd. FURN.80: LPG horizontal furnace in Attic EVAP.COOL.11: Evaporative cooler w/ manual damper to ductwork EVAP.COOL.11: 3.2 cfm x 2270 sq.ft. = 7264 cfm min. capacity unit EVAP.COOL.11: 'UP -DUX' ceil. baffles & cont. ridge vent per plan HWH: A.O.SMITH FGR -50 or equal EF req'd. CONSTRUCTION,ASSEMBLY Page 9 3R Project Title.......... Residence for Binion Date........ 04/16/96 MICROPAS4 v4.50. File-BINIONCO Wth-CTZllS92 Program -FORM 3R User#-MP1320 User-Calctech Run -Proposed Residence Parallel Path Method Reference Name . SP.21.2X6.16 Description .. Wall R-21 2x6 16oc Type ........... Wall R -Value ........ 21 Hr-sf-F/Btu Framing Material ..... FIR.2X6 Type ......... Wood Description .. 2x6 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17 1. STUCCO.0.88 0.875 in stucco 0.17 0.17 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3. PLY.0.38 0.375 in plywood 0.47 0.47 4c. BATT.R21 R-21 batt insul (cavity = 5.5 in) 21.00. -- 4f. FIR.2X6 2x6 fir -- 5.45 5. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 23.01 7.45 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 23.01 x 0.85) + (1 / 7.45 x 0.15) = 0.057 Btu/hr-sf-F Total R -Value: 1 / 0.057 = 17.52 hr-sf-F/Btu CONSTRUCTION ASSEMBLY Page 10 3R Project Title.......... Residence for Binion Date...... 04/16/96 MICROPAS4 v4.50 File-BINIONCO Wth-CTZllS92 Program -FORM 3R User#-MP1320 User-Calctech Run -Proposed Residence Parallel Path Method Reference Name . AW.21.2X6.16 Description .... Wall R-21 2x6 169c Type ........... Wall R -Value ........ 21 Hr-sf-F/Btu Framing Material ..... FIR.2X6 Type .. ..... Wood Description .. 2x6 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value O. FILM.EX Exterior air film: winter value 0.17 0.17 lc. BATT.R21 R-21 batt insul (cavity = 5.5 in), 21.00 -- lf. FIR.2X6 2x6 fir -- 5.45 2. GYP.0.50 0.50 in gypsum or plaster board 0.45 '0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 22.30 6.74 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 22.30 x 0.85) + (1 / 6.74 x 0.15)= 0.060 Btu/hr-sf-F Total R -Value: 1 / 0.060 = 16.57 hr-sf-F/Btu CONSTRUCTION ASSEMBLY Page 11 3R Project Title.......... Residence for Binion Date........ 04/16/96 MICROPAS4 v4.50 File-BINIONCO Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-Calctech Run -Proposed Residence Parallel Path Method Reference Name . FC19.2X10.16 Description .... Floor Crwl R-19 2x10 16oc Type ........... Floor R -Value ........ 19 Hr-sf-F/Btu Framing Material ..... FIR.2X10 Type ......... Wood Description .. 2x10 fir Spacing 16 inches on center Framing Frac.. 0.10 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value O. FILM.EX Exterior air film: winter value 0.17 0.17 1. CRAWLSPACE Effective R -value of vented crawlspace 6.00 6.00 2c. BATT.RI9.0 R-19 batt insul (cavity > 5.5 in) 19.00 -- 2f. FIR.2X10 2x10 fir -- 9.16 3. PLY.0-.75 0.75 in plywood 0.93 0.93 4. CARPET Carpet & pad 2.08 2.08 I. FILM.IN.FLR Inside air film: heat flow down 0.92 0.92" Total Unadjusted R -Values 29.10 19.26 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 29.10 x 0.90) + (1 / 19.26 x 0.10)•= 0.036 Btu/hr-sf-F Total R -Value: 1 / 0.036. = 27.69 hr-sf-F/Btu CONSTRUCTION ASSEMBLY Page 12 3R Project Title......... Residence for Binion Date........ 04/16/96 MICROPAS4 v4.50 File-BINIONCO Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-Calctech Run -Proposed Residence Parallel Path Method Reference Name . FX19.2X10.16 Description .... Flr Exter. R-19 2x10 .16oc Type ........... F1oorExt R -Value ........ 19 Hr-sf-F/Btu Framing Material ..... FIR.2X10 Type ......... Wood Description .. 2x10 fir Spacing ...... 16 inches on center Framing Frac.. 0.10 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value O. FILM.EX Exterior air film: winter value 0.17 0.17 1. PLY.0.63 0.625 in plywood 0.78 0.78 2c. AIR.FLR.3.50 3.5 in & greater air space: heat down 1.00 -- 2f. FIR.2X10 2x10 fir -- 9.16 3c. BATT.Rl9.0 R-19 batt insul (cavity > 5.5 in) 19.00 -- 4. PLY.0.75 0.75 in plywood 0.93 0.93 5. CARPET Carpet & pad 2.08_ 2.08 I. FILM.IN.FLR Inside air film: heat flow down 0.92 0.92 Total Unadjusted R -Values 24.88 14.04 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 24.88 x 0.90) + (1 / 14.04 x 0.10) = 0.043 Btu/hr-sf-F Total R -Value: 1 / 0.043 = 23.10 hr-sf-F/Btu CONSTRUCTION ASSEMBLY Page 13 3R Project Title.......... Residence for Binion Date........ 04/16/96 MICROPAS4 v4.50 File-BINIONCO Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-Calctech Run -Proposed Residence Parallel Path Method Reference Name . R.38.2X4.24 Description .... Roof R-38 2x4 24oc Type ........... Roof R -Value ........ 38 Hr-sf-F/Btu Framing Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Name Description Material ..... FIR.2X4 Type ......... Wood Description .. 2x4 fir Spacing ....... 24 inches on center Framing Frac.. 0.07 Cavity Frame R -Value R -Value O. FILM.EX Exterior air film: winter value 0.17 0.17 1. SHNGL.ASPHLT Asphalt shingle roofing 0.44 0.44 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3. PLY.0.50 0.50 in plywood 0.62 0.62 4. AIR.RF.3.50 3.5 in & greater air space: heat flow up 0.80 0.80 5. BATT.R27.0 R-27 batt insulation 27.00 27.00 6c. BATT.RII.0 R-11 batt insul (cavity > 3.5 in) 11.00 -- 6f. FIR.2X4 2x4 fir -- 3.46 7. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.RF Inside air film: heat flow straight up 0.61 0.61 Total Unadjusted R -Values 41.15 33.62 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 41.15 x 0.93) + (1 / 33.62 x 0.07) = 0.025 Btu/hr-sf-F Total R -Value: 1 / 0.025 = 40.51 hr-sf-F/Btu HVAC SIZING Page 14 HVAC Project Title.......... Residence for Binion Date........ 04/16/96 Project Address........ Ro ing i s Oroville *v4.50* Documentation Author... Neal Kuopus ******* Building Permit Calctech 1835 South Villa Ave Plan Check Date Palermo, CA 95968 916-534-5066 Field Check Date Climate Zone. ..... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc.' MICROPAS4 v4.50 File-BINIONCO Wth-CTZllS92 Program -HVAC SIZING User#-MP1320 User-Calctech Run -Proposed Residence GENERAL INFORMATION FloorArea ................. 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....... Description 2270 sf 20553 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F No No No 0.20 HEATING AND COOLING LOAD SUMMARY 180 deg (S) Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 10120 5249 Glazing Conduction ............... 9202 5981 Glazing Solar .................... n/a 13718 Infiltration ..................... 11691 4800 Internal Gain .................... n/a 2100 Ducts ............................ 3101 3185 Sensible Load .................... LatentLoad ...................... 34114 n/a 35033 7007 Minimum Total Load 34114 42040 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. ti 7z JARAfs.'�F . Gj - �•r o �o W ,p CIVIL 4lf OF Z j • 2• 2 .........:...:. - �2 : S i J , • . 1 sr.: .e i.. i z; : , f .s - r- ...�.___...___._.._....-.-._. _ I L. J 47A Y? 138695. 1 i .. .._i .. c , . SUBJECT::.. ; C : _ i , IQ__DESCRIP:TION ! _ j. j -1 -t -h'+ TTj" f_.'t._ tom---•--�- -. -, - -- • -. -. -r--,•_ ..ems a osoe6 cfl+ �--'SHEET�� 1 f' 9 T cs 0 �20 A 7£s =I AJNo.-T3OP,2 . 1:1 f OFR C IVI I or c TFA Y-4 7- 1 w04. eL ..l-7 e, 7 -7, • r. 11AIX . ... ........ 7 f .-4 IF V! 5 138695': :';:..SUBJECT':: .......... + .cI NTS—NAME-7 ...... . )E T . --D CR PjT! E L- -17- - f.... .'.. .... ... -SHE�-Tjs- 71 -P -8, 1570 F.�-Ctviv JOB"-NiDJ" .... .. . ........... TION DATE- po. asm: 534-1 : , , , , t j : , 63 i .t , i i , r j I 138695' .. ... I .,... ....: ' :...SUBJECT' _..:.....E ' A ' 1 1 � CLIENTS IENTS - NAME.-i.... - 'JOB"?N01" L- • 1..x.- ..J. B._DESCRIP:TIONj. '. " - - - - r� , 1 :. ` ..H ETG i. 7_717T...— ' F- sx nn -�_.;_i...�..;.:. i...;-- I:J--NAME-'-.. ..y.. ....... _�. - - N -t - - - -• --i--r-i" 1 : ESCRIP:TION�.— {. : v N+� ss4 w, .. I �. SH .... i,. OF . S► , 225-5oo-l/�� Page 34 of 64 TJI® JOIST ALLOWABLE UNIFORM LOAD TABLES -FLOOR If) Report No. NER-119 SPAN (Ft.) rugo", �P I �' ALV iii \@,. .. .. .. . 91/2' TJI*/15 DF 117/x' TJI*/15'DF 14' TJla/25 DF LIVE TOTAL LOAD LOAD bPN (FA) LIVE LOAD LOAD LOAD LOAD (FA) 6 247 273 247 6 8 206 187 206 187 8 10 143 150 162 150 10 2 14 57 107 96 125 107 12 14 16 39 79 67 94 16 18 28 56 48 84 18 20 21 42 36 71 20 22 16 32 27 54 22 24 12 25 21 42 24 26 80 93 17 34 26 28 48 41 14 27 28 30 20 22 18 36 30 32 45 76 62 76 22 32 34 _ 29 24 48 35 34 SPAN (Ft.) rugo", �P I �' ALV iii \@,. .. .. .. . 91/2" TJI*/25 DF LIVE TOTAL LOAD LOAD 117/e° TJI®/25 DF LIVE TOTAL LOAD LOAD 14' TJla/25 DF LIVE TOTAL LOAD LOAD 16' 7,110/25 DF LIVE TOTAL LOAD LOAD SPAN (Ft.) 6 r I.-, 273 I : : .............. 273 273 273 6 8 206 206 .. t_ .�._:...:._..... I 206 206 .8 10 162 166 166 166 166 10 12 100 138 I• 138 138 138 12 14 65 119 109 119 119 119 14 16 45 90 76 104 104 104 16 18 32 65 54 93 80 93 93 18 20 24 48 41 81 59 83 80 83 20 22 18 36 31 62 45 76 62 76 22 24 14 29 24 48 35 70 48 70 24 26 11 23 19 38 28 56 39 64 26 28 15 31 23 46 31 60 28 30 13 26 19 38 26 51 30 32 15 31 21 42 34 13 26 1 E 138895 1 8 35 -- r— i'. - - 1576 r.:.I.. �-t'T("i-'; t L..' --��- - I - - — a►°soes 1o1�ss�-i SHE� s. SUBJECT' : , r I.-, I : : .............. f ' -NAM .. t_ .�._:...:._..... I B" .NOJ 'JOB" { . , . �.... 'RIP..:TION�. , II I• r— i'. - - 1576 r.:.I.. �-t'T("i-'; t L..' --��- - I - - — a►°soes 1o1�ss�-i SHE� s. , CC 3.Q62 a E 1311V ql CIVIL FOF.CAI.�F . . ._._._....................._...._ _..— �--- -------- T 138895" � � EC .......:.. SUBJ iAI NAME.: I . > ......... -- — -- - ----------------- --- --- - - UOB NW RIP.TIONj .• i..i. - r }-; .j. , • :DAT :. I - - _..... r' , r• -r . I--: .. ,..--� - - - — PO. B= aoay co+e�ss.-,w� gHEET...l.. �..OF� '.SHEETS-•� -I G OSOBS , 17. 1�2 1.38695 SUBJECT:� Ih. C1.1 --_NTSj- NAME; k4- ...... . . . ..... .. ........ ........ JOB' NO' 8 --DES ESCR!P:TlqNi 4.44—'L U ;DAE_j a PO. Ek� 1576 OF.Alk CA 95M (91B) 534-1911 rr SHEET.- m _J ""D":I: WWgi ABqVl�_- BL LC C< II ell L P05 or -0. iL (IA92A 4X& P05T t: 9.1 -00 4 rLOOR LIW PCR PLM 1.38695 SUBJECT:� Ih. C1.1 --_NTSj- NAME; k4- ...... . . . ..... .. ........ ........ JOB' NO' 8 --DES ESCR!P:TlqNi 4.44—'L U ;DAE_j a PO. Ek� 1576 OF.Alk CA 95M (91B) 534-1911 rr SHEET.- m .cJ U.0 7 Lo ✓� i lois 7t'. /G •��$ Rte, .. Lo � n Gs�/ 33� ;_ �7 �/G'dL° ! •2 • : s .i.. - :. 3 �. : LLJ r i.. : ! : T' I s i.. t.. i.... Lc}; , ! T - - : i I' ' : : 8....,� : ;38695: . . . . . I . . .. _ ... .. SUBJECT .:::.: , . �__ Li�l-�-= �._.•....L. ' : � .. i L... ..j I_._1._ i. _ _ r.�_..'.y .�._�. I...i ...t... I � ' �yf?:..� __�...I_ I C IENTS__ - ! NAME-" �' -r--I-�-I--a... Sc - �- I � 1 DATE_:- - L II t_- !._. _ -- ,- �— — e� a (016)534-1911.1-1_ OrF- lJG' ).. I' T"r f_. t'_--. cw owesr"SHEET�rSHEETS_ rr , ...:...... ......... 3710 : 1 :7 :......:... : :....j 4R ! _ : i i i : : . i ' : • 7 r118,3 3cr QS2: 3 X. 14, �... i j. i . . . . . . . . . .:.. i . . . . . :..:L� i i a : .SUBJECT i ! i i 1 T f C'— • 9 • � � � i i . 1 I 1 J. S__DESCRIP;TIQN .t._,....I...�:..:....:...._ .:..!...a..i...:�::�_ ......€....:E....:. see- I!�r;_l: ' - - 9W.14 cw HEET. OF:I' SH S. :--S .i --- •--+- I ..r. v.... u-------..-.� i t L. LC . J VV111.1 L L%= VVQ11 2060 Park Avenue Descr:•3' Concrete Wall �Oroville, CA 95966 APN: 036-022-171 Page of 916-534-1911 Job #: 96036 By:LFG Date: 6/04/96 ^Fax 916-534-0908 RetainPro 3.1(c)1993 File:96036.RPF --------------------------------- STEM DESIGN ---------------------------------- (Values shown for concrete stems have been factored) Pg 2 of 2 Descending Stem Sections, Highest @ Left -; Stem Construction Data Highest (use columns from left to right) ------------------------------------------------------------------------- DESIGN HT. ABOVE FTG. = 0.00 ft WALL TYPE ABOVE HT. :Concrete Thickness (nominal) = 8.00 in Rebar Size = # 3 Rebar Spacing = 16.00 in Rebar Placed at Edge DESIGNDATA.............................................................. fb/Fb + fa/Fa = 0.148 Lateral Load @ Design Ht = 230 # MOMENT..... Actual = 230 ft-# Allowable = 1,546 ft-# SHEAR...... Actual = 3.03 psi Allowable = 85.00 psi Embedment Length Req'd = 6.00 Wall Weight = 100.0oQROfESS/py�� psf Rebar Placed at Depth 'd'= 6.31 �Q`` JAa1f �, F� in MASONRY DATA ............. ~ .�g�a= ......... f ' m _ CZ o '+ W 2 o Psi CC = `` Grouting .3/31/9 psi Special Inspection CMI. n : Es / Em OFC Short Term Increase = CONCRETE DATA:........................................................... f'c = 2,500 psi Fy = 40,000 psi ------------------------- SUMMARY OF FORCES & MOMENTS ---------------------- :- Overturning Moments Resisting Moments -; Origin of Force: # ft ft-## # ft ft-# Heel Active Press. = 220 1.28 282 Soil over Heel = 178 1.41 251 Toe Active Press. _ -10 0.28 -3 Soil over Toe = 0 0.00 0 Sloped Soil @ Heel = 0 0.00 0 Adjacent Ftg. Load = 0 0.00 0 0 0.00 0 Surcharge @ Heel = 0 0.00 0 Surcharge @ Toe = 0 0.00 0 0 0.00 0 Axial Load on Wall = 0 200 0.83 167 Load @ Proj. Wall = 0 0.00 0 Averaged Stem Wts. = 300 0.83 250 Earth Behind Stem = 0 0.00 0 Added Lateral Load 0 0.00 0 Footing Weight = 207 0.83 172 Key Weight = 67 0.83 56 Vert. Componant of = 0 0.00 0 Active Press. --------- --------- -------- --------- TOTALS = 210 279 952 895 - ------=-- --------- -------- --------- Totals used for Soil Pressure, Pv Included = 952 895 a ra& U1 �IVAA .x. r 0c'ut.lu LCo 2060 Park Avenue 11 Lle: J' concrete wall Descr:'3' Concrete Wall Oroville, CA 95966 APN: 036-022-171 Page of 916-534-1911 Job #: 96036 By:LFG Date: 6/04/96 _Fax 916-534-0908 ---------------------------------------------------------------- RetainPro 3.1(c)1993 File:96036.RPF CANTILEVERED RETAINING WALL DESIGN ------------------------------7--------------------------------- Pg 1 of 2 ---------- SOIL DATA ------------- ------ ADDED VERTICAL LOADS ----- Allowable Bearing = 2,500 psf Axial DL on Stem = 200 plf Active Lateral EFP = 30.0 psf Axial LL on Stem = 400 plf . ..Slope Active = 0.0 psf ..Ecc Left of Stem CL = 0.00 in ..Active Press Limit = N/A psf Surcharge over Toe = 0.0 psf Bkfill Slope(0=level)= 0.0:1 Surcharge over Heel = 0.0 psf Passive Lateral = 500 pcf Using Surcharge to resist Soil Density = 120.0 pcf overturning @ Heel Yes Soil Ht over Toe = 0.0 in @ Toe Yes ------ ADDED LATERAL LOADS ------- -------- ADJACENT FOOTING ---------- Lateral Load Acting* Vertical load = 0 plf On Stem Above Soil = 0.00 psf ...Ecc. (Toe side +) = 0.00 in Footing Width (perp) = 0.00 ft Add'l Lateral Load = 0.0 plf Face Top Stem to Ftg. CL= 0.00 ft ...height to stop = 0.00 ft Ftg. Base Above/Below Soil ...height to start = 0.00 ft At Wall Face (+/-) = 0.00 ft Footing Type Line .-------------------.--------- WALL & FOOTING DATA -_----------------------- Retained Height = 3.00 ft Toe Width = 0.50 ft Wall Ht. above soil = 0.00 ft Heel Width = 1.16 ft Total Wall Height = 3.00 ft ------- Key Depth = 8.00 in Total Width = 1.66 ft Key Width = 8.00 in Thickness = 10.00 in Key Dist. to Toe = 0.500 ft -------------------- SUMMARY Pressure @ Toe = 1,189 psf Factors of Safety: ' Pressure @ Heel = 440 psf Overturning = 3.21 :1 ' Allowable Press. = 2,500 psf Sliding = 5.40 :1 ' Eccentricity = 1.53 in Allowable Shear = 76.03 psi ; Resultant Within Middle Third 1 -Way Shear @ Toe = 0.0 psi Note: "Pv: Used for Soil Pres. 1 -Way Shear @ Heel = 0.8 psi ----------------------------- SLIDING CHECK ------------------------------ Ftg/Soil Friction = 0.600 Tot Lateral Force*1.5= 315.0 # Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 562.5 # Factor of Safety = 5.40 (-)Friction = 571.1 # Add'l Force Req'd = 0.0 # ---------------------------- FOOTING DESIGN ------------------------------ (Using ACI Factors) ---Toe--- --Heel-- f'c = 2,000 psi ACI 9.1 Pressure = 1,770 655 psf Fy = 40,000 psi Mu - Upward = 207 93 ft-# Upward soil pres.. used on heel Mu - Downward = Mu - Design = One -Way Shear: vu = vn=2(f'c)1/2*.85= Rebar CL To Edge = Depth to steel = Ru = Mu/bd"2 = Min. Rebar Ratio = 22 83 ft-# 185 11 ft-# 0.0 76.0 3.5 6.0 0. 0.000 -------- Rebar Toe(bot) #4 @Not Reqd #5 @Not Reqd 96 @Not Reqd #7 @Not Reqd #8 @Not Reqd #9 @Not Reqd #10 @Not Reqd Choices Heel (top) in Not Reqd in in Not Reqd in in Not Reqd in in Not Reqd in in Not Reqd in in Not Reqd in in Not Reqd in 13 0.F �� IJCI1III IQ1 L-UIUWII M !'1JJUl:_LCL LCJ 11L_L 'I VUIIUI'CLC Wdll _2060 Park Avenue Descr:'4' Concrete Wall Oroville, CA 95966 APN: 036-022-171 Page of 916-534-1911 Job #: 96036 By:LFG Date: 6/04/96 .Fax 916-534-0908 -------------------------------------------------------------------------------- RetainPro 3.1(c)1993 File:96036.RPF CANTILEVERED RETAINING --------------------------------------------- WALL DESIGN Pg 1 of 2 ---------- SOIL DATA ------------- ----------------------------------- ------ ADDED VERTICAL LOADS-------- Allowable Bearing = 2,500 psf Axial DL on Stem = 200 plf Active Lateral EFP = 30.0 psf Axial LL on Stem = 400 plf ....Slope Active = 0.0 psf ..Ecc Left of Stem CL = 0.00 in ..Active Press Limit = N/A psf Surcharge over Toe = 0.0 psf Bkfill Slope(0=level)= 0.0:1 Surcharge over Heel = 0.0 psf Passive Lateral = 500 pcf Using Surcharge to resist Soil Density = 120.0 pcf overturning @ Heel Yes Soil Ht over Toe = 0.0 in @ Toe Yes ------ ADDED LATERAL LOADS------- -------- ADJACENT FOOTING---------- Lateral Load Acting Vertical load = 0 plf On Stem Above Soil = 0.00 psf ...Ecc. (Toe side +) = 0.00 in Footing Width (perp) = 0.00 ft Add'l Lateral Load = 0.0 plf Face Top Stem to Ftg. CL= 0.00 ft ...height to stop = 0.00 ft Ftg. Base Above/Below Soil ...height to start = 0.00 ft At Wall Face [+/-] = 0.00 ft Footing Type Line ---------------------------- WALL & FOOTING DATA ------------------------- Retained Height = 4.00 ft Toe Width = 0.67 ft Wall Ht. above soil = 0.00 ft Heel Width = 1.33 ft Total Wall Height = 4.00 ft ------- Key Depth = 8.00 in Total Width = 2.00 ft Key Width = 8.00 in Thickness = 10.00 in Key Dist. to Toe = 0.830 ft '------------------------------- SUMMARY Pressure @ Toe = 1,320 psf Factors of Safety: ; Pressure @ Heel = 316 psf Overturning = 2.60 :1 ' Allowable Press. = 2,500 psf Sliding = 3.83 :1 ; Eccentricity = 2.46 in Allowable Shear = 76.03 psi ; Resultant Within Middle Third 1-Way Shear @ Toe = 4.0 psi ; Note: "Pv: Used for Soil Pres. 1-Way Shear @ Heel = 1.1 psi ; ----------------------------- SLIDING CHECK ------------------------------ Ftg/Soil Friction = 0.600 Tot Lateral Force*1.5= 510.0 # Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 562.5 # Factor of Safety = 3.83 (-)Friction = 741.0 # Add'l Force Req'd = 0.0 # ---------------------------- FOOTING DESIGN ------------------------------ (Using ACI Factors)---Toe--- --Heel-- f'c = 2,000 psi ACI 9.1 Pressure = 1,944 465 psf Fy = 40,000 psi Mu - Upward = 399 138 ft-# Upward soil pres. used on heel Mu - Downward = 39 186 ft-# -------- Rebar Choices-------- Mu - Design = 360 48 ft-# Toe(bot) Heel(top) One-Way Shear: #4 @Not Reqd in Not Reqd in vu = 4.03 fg36i #5 @Not Reqd in Not Reqd in vn=2(f'c)1/2*.85= 76.03 ill, #6 @Not Reqd 'n tic in Not Reqd in Rebar CL To Edge = 3.50 „ .� #7 @Not Reqd in Not Reqd in Depth to steel = 6.00 0 8 @Not Reqd in Not Reqd in Ru = Mu/bd"2 = 0.0 g2 9 @Not Reqd in Not Reqd in Min. Rebar Ratio = 0.0000 1 10 @Not Reqd in Not Reqd in 14 or 4& Dd1'1111d1'L-D1'UW11 01 HJJUCIULUS 11Lle; q DIUCK Wall. _2060 Park Avenue Descr:•4' Block Wall Oroville, CA 95966 APN: 036-022-171 Page of 916-534-1911 Job #: 96036 By:LFG Date: 6/04/96 -Fax 916-534-0908 RetainPro 3.1(c)1993 File:96036.RPF --------------------------------- STEM DESIGN ---------------------------------- (Values shown for concrete stems have been factored) Pg 2 of 2 Descending Stem Sections, Highest @ Left Stem Construction Data Highest (use columns from left to right) -----------------------------------------7------------------------------- DESIGN HT. ABOVE FTG. = 0.00 ft WALL TYPE ABOVE HT. Masonry Thickness (nominal) = 8.00 in Rebar Size = # 4 Rebar Spacing = 16.00 in Rebar Placed at Edge DESIGN DATA. .............. ................. fb/Fb + fa/Fa = 0.353 QROFESS/p�,4 Lateral Load @ Design Ht = 240 # MOMENT..... Actual = 320 ��Q�\�� o tic ft-# Allowable = 905 � o`T� ft-# SHEAR...... Actual = 4.20 cc o. 062 7D psi Allowable = 19.36 XP. 3/31/97 psi Embedment Length Req'd = 6.00 Q Wall Weight = 78.0�l4lF�F'Ci►��pQ�� psf Rebar Placed at Depth 'd'= 5.25 in MASONRY DATA............................................................. f'm = 1,500 psi Fs = 24,000 psi Grouting Full Special Inspection No n : Es / Em = 25.78 Short Term Increase = 1.00 CONCRETE DATA............................................................ f'c = psi Fy = psi ------------------------- SUMMARY OF FORCES & MOMENTS -7-------------------- - Overturning Moments -;- Resisting Moments -; Origin of Force: # ft ft-#. # ft ft-# Heel Active Press. = 350 1:61 565 Soil over Heel = 318 1.67 531 Toe Active Press. _ -10 0.28 -3 Soil over Toe = 0 0.00 0 Sloped Soil @ Heel = 0 0.00 0 Adjacent Ftg. Load = 0 0.00 0 0 0.00 0 Surcharge @ Heel = 0 0.00 0 Surcharge @ Toe = 0 0.00 0 0 0.00 0 Axial Load on Wall = 0 0 0.00 0 Load @ Proj. Wall = 0 0.00 0 Averaged Stem Wts. = 312 1.00 313 Earth Behind Stem = 0 0.00 0 Added Lateral Load— 0 0.00 0 Footing Weight = 250 1.00 250 Key Weight = 67 1.00 67 Vert. Componant of = 0 0.00 0 Active Press. --------- --------- -------- --------- TOTALS = 340 562 947. 1,161 Totals used for Soil Pressure, Pv Included = 947 1,161 157 4� uai 1111Qi L-01 UW11 Ot t1JJVl 1CL LCJ 111.10: a Uull :I'e Ce Yvall 2060 Park Avenue Descr:'5' Concrete Wall Oroville, CA 95966 APN: 036-022-171 Page of 916-534-1911 Job #: 96036 By:LFG Date: 6/04/96 -Fax 916-534-0908 RetainPro 3.1(c)1993 File:96036.RPF -------------------------------------------------------------------------------- CANTILEVERED RETAINING WALL DESIGN Pg 1 of 2 -------------------------------------------------------------------------------- ---------- SOIL DATA -------------' ------ ADDED VERTICAL LOADS -------- Allowable Bearing = 2,500 psf Axial DL on Stem = 200 plf Active Lateral EFP = 30.0 psf Axial LL on Stem = 400 plf ....Slope Active = 0.0 psf ..Ecc Left of Stem CL = 0.00 in ..Active Press Limit = N/A psf Surcharge over Toe = 0.0 psf Bkfill Slope(0=level)= 0.0:1 Surcharge over Heel = 0.0 psf Passive Lateral = 500 pcf Using Surcharge to resist Soil Density = 120.0 pcf overturning @ Heel Yes Soil Ht over'Toe = 0.0 in @ Toe Yes ------ ADDED LATERAL LOADS ------- -------- ADJACENT FOOTING ---------- Lateral Load Acting Vertical load = 0 plf On Stem Above Soil = 0.00 psf ...Ecc. (Toe side +) = 0.00 in Footing Width (perp) = 0.00 ft Add'l Lateral Load = 0.0 plf Face Top Stem to Ftg. CL= 0.00 ft ...height to stop = 0.00 ft Ftg. Base Above/Below Soil ...height to start = 0.00 ft At Wall Face [+/-J = 0.00 ft Footing Type. Line ---------------------------- WALL & FOOTING DATA Height = 5.00 ft Toe Width = 0.83 ft Wall Ht. above soil = 0.00 ft Heel Width = 1.67 ft Total Wall Height = 5.00 ft ------- Key Depth = 10.00 in Total Width = 2.50 ft Key Width = 10.00 in Thickness = 10.00 in Key Dist. to Toe = 1.160 ft SUMMARY Pressure @ Toe = 1,424 psf Factors of Safety: ; Pressure @ Heel = 271 psf Overturning = 2.60 :1 ' Allowable Press. = 2,500 psf Sliding = 3.45 :1 Eccentricity = 3.40 in Allowable Shear = 76.03 psi ; Resultant Within Middle Third 1 -Way Shear @ Toe = 8.2 psi ; Note: "Pv: Used for Soil Pres. 1 -Way Shear @ Heel = 3.4 psi ----------------------------- SLIDING CHECK ------------------------------ Ftg/Soil Friction = 0.600 Tot Lateral Force*1.5= 750.0 # Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 694.4 # Factor of Safety = 3.45 (-)Friction = 1,031.2 # Add'1 Force Req'd = 0.0 # ---------------------------- FOOTING DESIGN ------------------------------ (Using ACI Factors) --- Toe--- --Heel-- f'c = 2,000 psi ACI 9.1 Pressure = 2,074 395 psf Fy = 40,000 psi Mu - Upward = 650 312 ft-# Upward soil pres. used on heel Mu - Downward = 60 511 ft-# -------- Rebar Choices -------- Mu - Design = 590 199 ft-# Toe(bot) Heel(top) One -Way Shear: #4 @Not Reqd in Not Reqd in vu = 8.20 F #5 @Not Reqd in Not Reqd in vn=2(f'c)1/2*.85= 76.03 #6 @Not Reqd in Not Reqd in Rebar CL To Edge = 3.50 S Fyc #7 @Not Reqd in Not Reqd in Depth to steel = 6.00 C 0 o� 8 @Not Reqd in Not Reqd in Ru = Mu/bd"2 = 0.0 0 2 9 @Not Reqd in Not Reqd in Min. Rebar Ratio = 0.0000 1 E _3131/97 10 @Not -Regd in Not Reqd in 16 or 46 2060 Park Avenue "Oroville, ft L 1 L . J li l V 1:11 W d 1 1 Descr:'S' Block Wall g # ft CA 95966 = 510 APN: 036-022-171 Page of 916-534-1911 Fax 916-534-0908 ----- Job #: 96036 By:LFG Date: 6/04/96 = 1,409 RetainPro 3.1(c)1993 File:96036.RPF 2.00 --------------------------------- STEM DESIGN ----------------------------------- 0.28 (Values shown for concrete stems have been factored) Pg 2 of 2 = ;- Descending Stem Sections, Highest @ Left - Stem Construction Data -_--Highest --- 0 (use columns from left to right) DESIGN HT. ABOVE FTG. ------------------------------------- = 0.00 0.00 ft WALL TYPE ABOVE HT. Masonry 0 0 Thickness (nominal) = 8.00 = Rebar Size = # 4 0.00 in Rebar Spacing = 16.00 0 0 Rebar Placed at Edge = in DESIGNDATA .............. ................................................ 0.00 0 fb/Fb + fa/Fa 0.690 .................................. Lateral Load @ Design Ht = 375 = # MOMENT..... Actual = 625 /ONq ft-# Allowable SHEAR...... Actual = 905 oQROFES ��`� a fS ft-# 0.00 = 6.56 ��'� oo psi Allowable = 19.36 W Q Embedment Length Req'd = 6.00 - Psi Wall Weight 78.0 3 V 97 psf Rebar Placed at Depth 'd'= 5.25 J'jgr in MASONRY DATA.... C1m. FOFCAI.t�� ......... f'm _...1............ ...... Fs ,500 _ 24,000 psi Grouting Full psi Special Inspection No n : Es / Em = 25.78 Short Term Increase = 1.00 CONCRETE DATA............ ...... F.y - p s i ------------------------- SUMMARY OF FORCES & MOMENTS --------_-_-__----psi- ;- Overturning Moments -'- Resistin Mo t ' Origin of Force: Heel Active Press. Soil over Heel Toe Active Press. Soil over Toe Sloped Soil @ Heel Adjacent Ftg. Load Surcharge @ Heel Surcharge @ Toe Axial Load on Wall Load @ Proj. Wall Averaged Stem Wts. Earth Behind Stem Added Lateral Load Footing Weight Key Weight Vert. Componant of Act' P # ft ft-'# g # ft men s -, ft-# = 510 1.94 992 - ----- --------- = 1,409 602 2.00 1,203 _ -10 0.28 -3 = 0 0.00 0 = 0 0.00 0 = 0 0.00 0 0 0.00 0 = 0 0.00 0 = 0 0.00 0 0 0.00 0 = 0 0 0.00 0 = 0 0.00 0 = 390 1.16 454 = 0 0.00 0 = 0 0.00 0 lve ress.--- - - - - ---__-__-__ TOTALS = 500 990 Totals used for Soil Pressure, Pv Included = 312 1.25 391 104 1.58 164 0 -------- 0.00 0 1,409 --------- 2,212 1,409 2,212 ✓La. AIAAC11 L-LJ1 VW11 oc [-1J3Vl.14LCJ 11110: o t-;ullcrete wall Mu - Design = 2060 Park Avenue Descr:'6' Concrete Wall Oroville, CA 95966 6.98 APN: 036-022-171 Page of 916-534-1911 Job #: 96036 By:LFG Date: 6/04/96 .Fax 916-534-0908 --------------------------------------------------------------------------=----- Ru = Mu/bd-2 = RetainPro 3.1(c)1993 File:96036.RPF CANTILEVERED RETAINING WALL DESIGN -------------------------------------------------------------------------------- Pg 1 of 2 ---------- SOIL DATA ------------- ------ ADDED VERTICAL LOADS -------- Allowable Bearing = 2,500 psf Axial DL on Stem = 200 plf Active Lateral EFP = 30.0 psf Axial LL on Stem = 400 plf ....Slope Active = 0.0 psf ..Ecc Left of Stem CL = 0.00 in ..Active Press Limit = N/A psf Surcharge over Toe = 0.0 psf Bkfill Slope(0=level)= 0.0:1 Surcharge over Heel = 0.0 psf Passive Lateral = 500 pcf Using Surcharge to resist Soil Density = 120.0 pcf overturning @ Heel Yes Soil Ht over Toe = 0.0 in @ Toe Yes ------ ADDED LATERAL LOADS ------- -------- ADJACENT FOOTING ---------- Lateral Load Acting Vertical load = 0 plf On Stem Above Soil = 0.00 psf ...Ecc. (Toe side +) = 0.00 in Footing Width (perp) = 0.00 ft Add'1 Lateral Load = 0.0 plf Face Top Stem to Ftg. CL= 0.00 ft ...height to stop = 0.00 ft Ftg. Base Above/Below Soil ...height to start = 0.00 ft At Wall Face [+/-] = 0.00 ft Footing Type Line ---------------------------- WALL & FOOTING DATA ------------------------- Retained Height = 6.00 ft Toe Width = 1.00 ft Wall Ht. above soil = 0.00 ft Heel Width = 2.00 ft Total Wall Height = 6.00 ft ------- Key Depth = 10.00 in Total Width = 3.00 ft Key Width = 10.00 in Thickness = 12.00 in Key Dist. to Toe = 1.500 ft '------------------------- SUMMARY Pressure @ Toe = X66 :sf Factors of Safety: ; ' Pressure @ Heel = 194 psf Overturning = 2.45 :1 ; Allowable Press. = 2,500 psf Sliding = 3.10 :1 ' Eccentricity = 4.72 in Allowable Shear = 76.03 psi Resultant Within Middle Third 1 -Way Shear @ Toe = 7.0 psi ' Note: "Pv: Used for Soil Pres. 1 -Way Shear @ Heel = 5.9 psi ; ----------------------------- SLIDING CHECK ------------------------------ Ftg/Soil Friction = 0.600 Tot Lateral Force*1.5= 1,080.0 # Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 840.3 # Factor of Safety = 3.10 (-)Friction = 1,388.5 # Add'l Force Req'd = 0.0 # ---------------------------- FOOTING DESIGN ------------------------------ (Using ACI Factors) --- Toe--- --Heel-- f'c = 2,000 psi ACI 9.1 Pressure = 2,334 280 psf Fy = 40,000 psi Mu - Upward = 1,053 519 ft-# Upward soil pres. used on heel Mu - Downward = 105 Mu - Design = 948 One -Way Shear: vu = 6.98 vn=2(f'c)1/2*.85= 76.03 Rebar CL To Edge = 3.50 Depth to steel = 8.00 Ru = Mu/bd-2 = 0.0 Min. Rebar Ratio = 0.0000 1,083 ft-# 564 ft-# -------- Rebar Toe(bot) #4 @Not Reqd k, 95 @Not Reqd #6 @Not Reqd 7 @Not Reqd A 8 @Not Reqd =N9 @Not Reqd */fl 10 @No t Reqd Choices-------- Heel(top) in Not Reqd in in Not Reqd in in Not Reqd in in Not Reqd in in Not Reqd in in Not Reqd in in Not Reqd in 18 or 46, Dd1'1111d1'L-D1'UW11 of 1ASSUCIdLeS lltle: e' Concrete Wall ,2060 Park Avenue Descr:•6' Concrete Wall Oroville, CA 95966 APN: 036-022-171 Page of 916-534-1911 Job #: 96036 By:LFG Date: 6/04/96 ,Fax 916-534-0908 RetainPro 3.1(c)1993 File:96036.RPF --------------------------------- STEM DESIGN ---------------------------------- (Values shown for concrete stems have been factored) Pg 2 of 2 Descending Stem Sections, Highest @ Left -; Stem Construction Data Highest (use columns from left to right) ------------------------------------------------------------------------- DESIGN HT. ABOVE FTG. = 0.00 ft WALL TYPE ABOVE HT. :Concrete Thickness (nominal) = 8.00 in Rebar Size = # 4 Rebar Spacing = 16.00 in Rebar Placed at Edge DESIGN DATA ............. _.................................. fb/Fb + fa/Fa 0.665 Lateral Load @ Design Ht = 918 Q�� ,� f # MOMENT..... Actual = 1,836_y ft-# x', Allowable = 2,759 � o .t�;'� ft-# a: N . SHEAR...... Actual = 12.24 psi Allowable = 85.00 isr E �'�► psi Embedment Length Req'd 6.26 Wall Weight = 100.0 psf Rebar Placed at Depth 'd'= 6.25 in MASONRYDATA............................................................. f'm = psi Fs = psi Grouting Special Inspection n : Es / Em = Short Term Increase = CONCRETEDATA............................................................ f = 2,500 psi Fy = 40,000 psi ------------------------- SUMMARY OF FORCES & MOMENTS ---------------------- ;- Overturning Moments Resisting Moments Origin of Force: Heel Active Press. Soil over Heel Toe. Active Press. Soil over Toe Sloped Soil @ Heel Adjacent Ftg. Load Surcharge @ Heel Surcharge @ Toe Axial Load on Wall Load @ Proj. Wall Averaged Stem Wts. Earth Behind Stem Added Lateral Load Footing Weight Key Weight Vert. Componant of A t'P # ft ft -# # ft ft-# 735 2.33 1,715 960 2.33 2,240 -15 0.33 -5 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0. 0 200 1.33 267 0 0.00 0 600 1.33 800 0 0.00 0 0 0.00 0 450 1.50 675 104 1.92 200 0 0.00 0 c lve ress.--- - - - - - - --------- TOTALS = 720 1,710 --------- --------- Totals used,for Soil Pressure, Pv Included 2,314 4,181 ----- --------- 2,314 4,181 nar•rrnart-grown & Associates = 7.00 ft Toe Width Title: 7' Concrete Wall Wall Ht. above soil = 0.00 ft .2060 Park Avenue = 2.33 ft Total Wall Height Descr: 7' Concrete Wall ------- Oroville, CA 95966 = 10.00 in Total Width APN: 036-022-171 Page of = 10.00 in 916-534-1911 = 12.00 in Key Dist. to Toe Job #: 96036 By:LFG Date: 6/04/96 -Fax 916-534-0908 -------------------------------------------------------------------------------- SUMMARY =------------------- -- Pressure @ Toe= RetainPro 3.1(c)1993 File:96036.RPF Factors of Safety: CANTILEVERED RETAINING -------------------------------------------------------------------------------- WALL DESIGN Pg 1 of 2 ---------- SOIL DATA ------------- = 2,500 psf Sliding = ------ ADDED VERTICAL LOADS -------- = 5.61 in Allowable Bearing = 2,500 psf Axial DL on Stem = 200 plf Active Lateral EFP = 30.0 psf Axial LL on Stem = 400 plf ....Slope Active = 0.0 psf ..Ecc Left of Stem CL = 0.00 in ..Active Press Limit = N/A psf Surcharge over Toe = 0.0 psf Bkfill Slope(0=level)= 0.0:1 Surcharge over Heel = 0.0 psf Passive Lateral = 500 pcf Using Surcharge to resist ---------------------------- FOOTING Soil Density = 120.0 pcf overturning @ Heel Yes 2,000 psi Soil Ht over Toe = 0.0 in @ Toe Yes 1,496 855 ------ ADDED LATERAL LOADS ------- Mu - Downward = -------- ADJACENT FOOTING ---------- ft-# -------- Rebar Choices -------- Mu - Design = Lateral Load Acting ft-# Toe(bot) Heel(top) Vertical load = 0 plf On Stem Above Soil = 0.00 psf ...Ecc. (Toe side +) = 0.00 in #6 @Not Reqd in Not Reqd in Rebar CL To Edge = Footing Width (perp) = 0.00 ft Add'l Lateral Load = 0.0 plf Face Top Stem to Ftg. CL= 0.00 ft ...height to stop = 0.00 ft Ftg. Base Above/Below Soil rn ;U 10 @Not Reqd in Not Reqd in ...height to start = 0.00 ft At Wall Face [+/-] = 0.00 ft Footing Type Line WALL & FOOTING DATA Retained Height = 7.00 ft Toe Width = 1.16 ft Wall Ht. above soil = 0.00 ft Heel Width = 2.33 ft Total Wall Height = 7.00 ft ------- Key Depth = 10.00 in Total Width = 3.49 ft Key Width = 10.00 in Thickness = 12.00 in Key Dist. to Toe = 1.830 ft ---------------------------T=--- SUMMARY =------------------- -- Pressure @ Toe= 1,718 psf Factors of Safety: ' Pressure @ Heel 18`7 psf Overturning = 2.43 :1 ; ' Allowable Press. = 2,500 psf Sliding = 2.75 :1 ; Eccentricity = 5.61 in Allowable Shear = 76.03 psi Resultant Within Middle Third 1 -Way Shear @ Toe = 10.8 psi Note: "Pv: Used for Soil Pres. 1 -Way Shear @ Heel = 9.1 psi ; --------------------------------- ----------------------------- SLIDING CHECK ------------------------------ Ftg/Soil Friction = 0.600 Tot Lateral Force*1.5= 1,417.5 # Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 840.3 # Factor of Safety = 2.75 (-)Friction = 1,754.9 # Add'1 Force Req'd = 0.0 # ---------------------------- FOOTING DESIGN ------------------------------ (Using ACI Factors) --- Toe--- --Heel-- f'c = 2,000 psi ACI 9.1 Pressure = 2,467 269 psf Fy = 40,000 psi Mu - Upward = 1,496 855 ft-# Upward soil pres. used on heel Mu - Downward = 141 1,917 ft-# -------- Rebar Choices -------- Mu - Design = 1,355 1,062 ft-# Toe(bot) Heel(top) One -Way Shear: #4 @Not Reqd in Not Reqd in vu = 10.80 9.14 si #5 @Not Reqd in Not Reqd in vn=2(f'c)1/2*.85= 76.03 7 E #6 @Not Reqd in Not Reqd in Rebar CL To Edge = 3.50 #7 @Not Re.qd in �y� Not Reqd in Depth to steel = 8.00 ��, #8 @Not Reqd in Not Reqd in Ru = Mu/bd"2 = 0.0 � o�. o� #9 @Not Reqd in Not Reqd in Min. Rebar Ratio = 0.0000 w �� rn ;U 10 @Not Reqd in Not Reqd in 2 0 nF �6 Barnhart-Brown & Associates Title:.7' Concrete Wall - 2060 Park Avenue Descr: 7' Concrete Wall Oroville, CA 95966 APN: 036-022-171 Page of 916-534-1911 Job #: 96036 By:LFG Date: 6/04/96 .Fax 916-534-0908 RetainPro 3.1(c)1993 File:96036.RPF ----------------=---------------- STEM DESIGN ---------------------------------- (Values shown for concrete stems have been factored) Pg 2 of 2 - Descending Stem Sections, Highest @ Left - Stem Construction Data ------------------------------------------------------------------------- Highest (use columns from left to right) DESIGN HT. ABOVE FTG. = 0.00 ft WALL TYPE ABOVE HT. :Concrete Thickness (nominal) = 8.00 in Rebar Size = # 5 Rebar Spacing = 16.00 in Rebar Placed at Edge DESIGN DATA .............. .................. .............................. fb/Fb + fa/Fa = 0.696 Lateral Load @ Design Ht = 1,250 # MOMENT..... Actual = 2,916 oQ FES Oq ft-# Allowable = 4,188 ft-# SHEAR...... Actual = 16.83 Q� °o psi Allowable = 85.00 W rnpsi Embedment Length Req'd = 7.83 �0 0 Wall Weight = 100.0 E 197) psf Rebar Placed at Depth 'd'= MASONRY 6.19 r C 4rF.OF i n DATA ............. ................... CA1.�E��`� ............... f'm = psi Fs = psi Grouting . Special Inspection n : Es / Em = Short Term Increase = CONCRETE DATA............ ................................................ f'c = 2,500 psi Fy = 40,000 psi ------------------------- SUMMARY OF FORCES & MOMENTS ---------------------- '- Overturning Moments -;- Resisting Moments -; Origin of Force: ----------- ------------ # ft ft-# # ft ft-# - Heel Active Press. = --------------- 960 2.67 ------- 2,560 -------------- Soil over Heel = 1,397 2.66 3,714 Toe Active Press. _ -15 0.33 -5 Soil over Toe = 0 0.00 0 Sloped Soil @-Heel = 0 0.00 0 Adjacent Ftg. Load = 0 0.00. 0 0 0.00 0 Surcharge @ Heel = 0 0.00 0 Surcharge @ Toe = 0 0.00 0 0 0.00 0 Axial Load on Wall = 0 200 1.49 299 Load @ Proj. Wall = 0 0.00 0 Averaged Stem Wts. = 700 1.49 1,045 Earth Behind .Stem = 0 0.00 0 Added Lateral Load = 0 0.00 0 Footing Weight = 523 1.75 914 Key Weight = 104 2.25 234 Vert. Componant of = 0 0.00 0 Active Press.--------- --------- -------- --------- TOTALS = 945 2,555 2,925 6,206 Totals used for Soil Pressure, Pv Included = 2,925 6,206 21.44 tsarnnart-tsrown & Associates Title:. 3' Block Wall . 2060 Park Avenue Descr: 3' Block Wall Oroville, CA 95966 APN: 036-022-171 Page of 916-534-1911 Job #: 96036 By:lfg Date: 6/04/96 • Fax 916-534-0908 RetainPro 3.1(c)1993 File:96036.RPF ----------------=---------------- STEM DESIGN ---------------------------------- (Values shown for concrete stems have been factored) Pg 2 of 2 ;- Descending Stem Sections, Highest @ Left - Stem Construction Data --------------------------------------------------------------- Highest (use columns from left to right) DESIGN HT. ABOVE FTG. = 0.00 ft WALL TYPE ABOVE HT. Masonry Thickness (nominal) = 8.00 Rebar Size = # 4 in Rebar Spacing = 16.00 Rebar Placed at Edge in DESIGN DATA.......... ...... fb/Fb +fa/Fa _................................... 0.149 Lateral Load @ Design Ht = 135 # MOMENT..... Actual = 135 ft-# Allowable = 905 ft-# SHEAR...... Actual = 2.36 Allowable = 19.36 psi Embedment Length Req'd = 6.00 psi Wall Weight = 78.0 ps f Rebar Placed at Depth 'd'= 5.25 @�' S F� in in MASONRY MASONRY DATA ............. ............. � ........... f'm _. 1,500 � � o xrn psi Fs = 24,000 oc No. 3 2 7D psi Grouting Full Exp. /31/97 Special Inspection No s� ,a n : Es / Em = 25.78 ��v�` glFOc Short Term Increase = 1.00 r r " CONCRETE DATA............ .............. ................................psi f'c _ Fy = psi ------------------------- SUMMARY OF FORCES & MOMENTS ---------------------- '- Overturning Moments -;- Resisting Moments -; Origin of Force: ---------------- -------- # ft ft-# ------ # ft ft-# Heel Active Press. = --------- 220 1.28 ------- 282 -------------- Soil over Heel = 178 1.41 251 Toe Active Press. _ -10 0.28 -3 Soil over Toe = 0 0.00 0 Sloped Soil @ Heel = 0 0.00 0 Adjacent Ftg. Load = 0 0.00 0 0 0.00 0 Surcharge @ Heel = 0 0.00 0 Surcharge @ Toe = 0 0.00 0 0 0.00 0 Axial Load on Wall = 0 0 0.00 0 Load @ Proj. Wall = 0 0.00 0 Averaged Stem Wts. = 234 0.83 195 Earth Behind Stem = 0 0.00 0 Added Lateral Load = 0 0.00 0 Footing Weight = 207 0.83 172 Key Weight = 67 0.83 56 Vert. Componant of = 0 0.00 0 Active Press.--------- --------- -------- --------- TOTALS = --------- 210 279 686 674 ----------------- Totals used for Soil Pressure, Pv Included = 686 --------- 674 / 22� 4 ., - yr .r. [7J JV l..1Cl LCJ _ 2060 Park Avenue Toe(bot) 1 1 LIC: J jjiocK Wall Descr:' 3' Block Wall Heel(top) Oroville, CA 95966 @Not Reqd APN: 036-022-171 Page of 916-534-1911 in Job #: 96036 By:lfg Date: 6/04/96 . Fax 916-534-0908 ------------------------------------------------------------------ in Not RetainPro 3.1(c)1993 File:96036.RPF CANTILEVERED RETAINING WALL DESIGN ------------------------------------------------------------------ Pg 1 of 2 ---------- SOIL DATA ------------- Reqd in ------ ADDED VERTICAL LOADS ----- Allowable Bearing = 2,500 psf Axial DL on Stem = 0 plf Active Lateral EFP = 30.0 psf Axial LL on Stem = 0 plf ..Slope Active = 0.0 psf ..Ecc Left of Stem CL = 0.00 in ..Active Press Limit = N/A psf Surcharge over Toe = 0.0 psf Bkfill Slope(0=level)= 0.0:1 #10 Surcharge over Heel = 0.0 psf Passive Lateral = 500 pcf Using Surcharge to resist Soil Density = 120.0 pcf overturning @ Heel Yes Soil Ht over Toe = 0.0 in @ Toe Yes ------ ADDED LATERAL LOADS ------- -------- ADJACENT FOOTING ------ Lateral Load Acting Vertical load = 0 plf On Stem Above Soil = 0.00 psf ...Ecc. (Toe side +) = 0.00 in Footing Width (perp) = 0.00 ft Add'1 Lateral Load = 0.0 plf Face Top Stem to Ftg. CL= 0.00 ft ...height to stop = 0.00 ft Ftg. Base Above/Below Soil ...height to start = 0.00 ft At Wall Face (+/-] = 0.00 ft Footing Type Line ---------------------------- WALL & FOOTING DATA ------------------------- Retained Height = 3.00 ft Toe Width = 0.50 ft Wall Ht. above soil = 0.00 ft Heel Width = 1.16 ft Total Wall Height = 3.00 ft ------- Key Depth = 8.00 in Total Width = 1.66 ft Key Width = 8.00 in Thickness = 10.00 in Key Dist. to Toe = 0.500 ft SUMMARY -------------------------------- Pressure @ Toe = 792 psf Factors of Safety: ' Pressure @ Heel = 34 psf Overturning = 2.42 :1 ; ' Allowable Press. = 2,500 psf Sliding = 4.64 :1 Eccentricity = 3.05 in Allowable Shear = 76.03 psi ; Resultant Within Middle Third 1 -Way Shear @ Toe = 5.4 psi ; ' Note: "Pv: Used for Soil Pres. 1 -Way Shear @ Heel = 2.8 psi ; ----------------------------- SLIDING CHECK ------------------------------ Ftg/Soil Friction = 0.600 Tot Lateral Force*1.5= 315.0 # Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 562.5 # Factor of Safety = 4.64 (-)Friction = 411.5 # Add'l Force Req'd = 0.0 # ---------------------------- FOOTING DESIGN ------------------------------ (Using ACI Factors) --- Toe--- --Heel-- f'c = 2,000 psi ACI 9.1 Pressure = 1,109 47 psf Fy = 40,000 psi Mu - Upward = 215 41 ft-# Upward soil pres. used on heel Mu - Downward = Mu - Design = One -Way Shear: vu = vn=2(f'c)1/2*.85= Rebar CL To Edge = Depth to steel = Ru = Mu/bd"2 = Min. Rebar Ratio = 39 148 ft-# 176 107 ft-# 5.3 76.0 3.5 6.0 0. 0.000 Rebar Choices 2 3 � �16 Toe(bot) Heel(top) #4 @Not Reqd in Not Reqd in #5 @Not Reqd in Not Reqd in #6 @Not Reqd in Not Reqd in #7 @Not Reqd in Not Reqd in #8 @Not Reqd in Not Reqd in #9 @Not Reqd in Not Reqd in #10 @Not Reqd in Not Reqd in 2 3 � �16 1)CLl lllldl L-171 UW11 01 t16JUl:.Ld LCJ 11 L1C . 4 DIUCK Wdll _2060 Park Avenue Descr:'4' Block Wall Oroville, CA 95966 APN: 036-022-171 Page of 916-534-1911 Job #: 96036 By:LFG Date: 6/04/96 .Fax 916-534-0908 RetainPro 3.1(c)1993 File:96036.RPF -------------------------------------------------------------------------------- CANTILEVERED RETAINING WALL DESIGN Pg 1 of 2 -------------------------------------------------------------------------------- ---------- SOIL DATA ------------- ------ ADDED VERTICAL LOADS -------- Allowable Bearing = 2,500 psf Axial DL on Stem = 0 plf Active Lateral EFP = 30.0 psf Axial LL on Stem = 0 plf ....Slope Active = 0.0 psf ..Ecc Left of Stem CL = 0.00 in ..Active Press Limit = N/A psf Surcharge over Toe = 0.0 psf Bkfill Slope(0=level)= 0.0:1 Surcharge over Heel = 0.0 psf Passive Lateral = 500 pcf Using Surcharge to resist Soil Density = 120.0 pcf overturning @ Heel Yes Soil Ht over Toe = 0.0 in @ Toe Yes ------ ADDED LATERAL LOADS ------- -------- ADJACENT FOOTING ---------- Lateral Load Acting Vertical load = 0 plf On Stem Above Soil 0.00 psf ...Ecc. (Toe side +) = 0.00 in Footing Width (perp) = 0.00 ft Add'1 Lateral Load = 0.0 plf Face Top Stem to Ftg. CL= 0.00 ft ...height to stop = 0.00 ft Ftg. Base Above/Below Soil ...height to start = 0.00 ft At Wall Face [+/-] = 0.00 ft Footing Type Line ---------------------------- WALL & FOOTING DATA ------------------------- Retained Height = 4.00 ft Toe Width = 0.67 ft Wall Ht. above soil = 0.00 ft Heel Width = 1.33 ft Total Wall Height = 4.00 ft ------- Key Depth = 8.00 in Total Width = 2.00 ft Key Width = 8.00 in Thickness = 10.00 in Key Dist. to Toe = 0.670 ft ------------------------------- SUMMARY Pressure @ Toe = 997 psf Factors of Safety: ; Pressure @ Heel = 0 psf Overturning = 2.07 :1 ' Allowable Press. = 2,500 psf Sliding = 3.33 :1 Eccentricity = 4.40 in Allowable Shear = 76.03 psi ; Resultant Outside Middle Third 1 -Way Shear @ Toe = 9.1 psi ; Note: "Pv: Used for Soil Pres. 1 -Way Shear @ Heel = 5.3 psi ---------- ---------- ----------------------------- SLIDING CHECK ------------------------------ Ftg/Soil Friction = 0.600 Tot Lateral Force*1.5= 510.0 # Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 562.5 # Factor of Safety = 3.33 (-)Friction = 568.2 # Add'1 Force Req'd = 0.0 # ---------------------------- FOOTING DESIGN ------------------------------ (Using ACI Factors) ---Toe--- --Heel-- f'c = 2,000 psi ACI 9.1 Pressure = 1,396 0 psf Fy = 40,000 psi Mu - Upward = 417 47 ft-# Upward soil pres. used on heel Mu - Downward = 61 292 ft-# -------- Rebar Choices -------- Mu - Design = 356 244 ft-# Toe(bot) Heel(top) One -Way Shear: #4 @Not Reqd in Not Reqd in vu = 9.07 5.30 psi #5 @Not Reqd in Not Reqd in vn=2(f'c)1/2*.85= 76.03 76 #6 @Not Reqd in Not Reqd in Rebar CL To Edge = 3.50 R. � #7 @Not Reqd in Not Reqd in Depth to steel = 6.00 ��@ A c #8 @Not Req.d in Not Reqd in Ru = Mu/bd"2 = 0.0 co '0 o y #9 @Not Reqd in Not Reqd in Min. Rebar Ratio = 0.0000 w �, ��` #10 @Not Reqd in Not Reqd in 24,pv /& tsarnnart-rsr•own & AssuclaLes 11L1C: O lUlll l"CLC Wdll 0 .2060 Park Avenue Descr:•5' Concrete Wall 0 Oroville, CA 95966 APN: 036-022-171 Page of 916-534-1911 Job #: 96036 By:LFG Date: 6/04/96 -Fax 916-534-0908 RetainPro 3.1(c)1993 File:96036.RPF --------------------------------- STEM DESIGN -------------------- -------------- 200 (Values shown for concrete stems have been factored) Pg 2 of 2 1.16 ;- Descending Stem Sections, Highest @ Left -; 0 Stem Construction Data Highest (use columns from left to right) 312 ------------------------------------------------------------------------- DESIGN HT. ABOVE FTG. = 0.00 ft WALL TYPE ABOVE HT. :Concrete 0 Thickness (nominal) = 8.00 in Rebar Size" _ # 3 1,719 Rebar Spacing = 16.00 in Rebar Placed at Edge DESIGN DATA .............. ..................... .ES D,p .............. q fb/Fb + fa/Fa = 0.687 A Sc Lateral Load @ Design Ht = 638 y�Q�� # MOMENT..... Actual = 1,063 � a � �. ft-# Allowable rn = 1,546 3� ft-# SHEAR...... Actual = 8.42 E /81/91 psi Allowable = 85.00 1P CIVIL. psi Embedment Length Req' d = 6.00 6.00 FOFCAI�F� Wall Weight" = 100.0 psf Rebar Placed at Depth 'd'= 6.31 in MASONRY DATA............. ................................................ f'm = psi Fs = psi Grouting Special Inspection n : Es / Em = Short Term Increase = CONCRETE DATA............ ................................................ f'c = 2,500 psi Fy = 40,000 psi ------------------------- SUMMARY OF FORCES & MOMENTS ---------------------- - Overturning Moments -;- Resisting Moments - Origin of Force: Heel Active Press. Soil over Heel Toe Active Press. Soil over Toe Sloped Soil @ Heel Adjacent Ftg. Load Surcharge @ Heel Surcharge @ Toe . Axial Load on Wall Load @ Proj. Wall Averaged Stem Wts. Earth Behind Stem Added Lateral Load Footing Weight Key Weight Vert. Componant of # ft ft-# # ft ft-# -------- ---------------------- ----- --------- 510 1.94 992 -10 0.28 -3 0 0.00 0 0.00 0 0.00 0 I 0 0.00 0 Active Press. --------- --------- TOTALS ------TOTALS = 500 990 Totals used for Soil Pressure, Pv Included = 602 2.00 1,203 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 200 1.16 233 500 1.16 582 0 0.00 0 312 1.25 391 104 1.58 164 0 0.00 0 -------- 1,719 --------- 2,572 1,719 29572, 25�� ,_,a,.i.iai L-ni'Uwii a, r»,iULIaLeS 11Lie: o tslocx wall _2060 Park Avenue Descr:*5' Block Wall .Oroville, CA 95966 APN: 036-022-171 Page of 916-534-1911 Job #: 96036 By:LFG Date: 6/04/96 _Fax 916-534-0908 -------------------------------------------------------------------------------= RetainPro 3.1(c)1993 File:96036.RPF CANTILEVERED RETAINING WALL DESIGN -------------------------------------------------------------------------------- Pg 1 of 2 ---------- SOIL DATA ------------- ------ ADDED VERTICAL LOADS -------- Allowable Bearing = 2,500 psf Axial DL on Stem = 0 plf Active Lateral EFP = 30.0 psf Axial LL on Stem = 0 plf ....Slope Active = 0.0 psf ..Ecc Left of Stem CL = 0.00 in ..Active Press Limit = N/A psf Surcharge over Toe = 0.0 psf Bkfill Slope(0=level)= 0.0:1 Surcharge over Heel = 0.0 psf Passive Lateral = 500 pcf Using Surcharge to resist Soil Density = 120.0 pcf overturning @ Heel Yes Soil Ht over Toe = 0.0 in @ Toe Yes ------ ADDED LATERAL LOADS -=----- -------- ADJACENT FOOTING ---------- Lateral Load Acting Vertical load = 0 plf On Stem Above Soil = 0.00 psf ...Ecc. (Toe side +) = 0.00 in Footing Width (perp) = 0.00 ft Add'l Lateral Load = 0.0 plf Face Top Stem to Ftg. CL= 0.00 ft ...height to stop = 0.00 ft Ftg. Base Above/Below Soil ...height to start = 0.00 ft At Wall Face [+/-J = 0.00 ft Footing Type Line ---------------------------- WALL & FOOTING DATA ------------------------- Retained Height = 5.00 ft Toe Width = 0.83 ft Wall Ht. above soil = 0.00 ft Heel Width = 1.67 ft Total Wall Height = 5.00 ft ------- Key Depth = 10.00 in Total Width = 2.50 ft Key Width = 10.00 in Thickness = 10.00 in Key Dist: to Toe = 1.160 ft ------------------------------- SUMMARY -------------------------------- Pressure @ Toe = 1,081 psf Factors of Safety: ; ' Pressure @ Heel = 46 psf Overturning = 2.23 :1 Allowable Press. = 2,500 psf Sliding = 3.08 :1 ' Eccentricity = 4.59 in Allowable Shear = 76.03 psi ; Resultant Within Middle Third 1 -Way Shear @ Toe = 12.7 psi ; Note: "Pv: Used for Soil Pres. 1 -Way Shear @ Heel = 7.9 psi ----------------------------- SLIDING CHECK ------------------------------ Ftg/Soil Friction = 0.600 Tot Lateral Force*1.5= 750.0 # Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 694.4 # Factor of Safety = 3.08 (-)Friction = 845.2 # Add'l Force Req'd = 0.0 # ---------------------------- FOOTING DESIGN ------------------------------ (Using ACI Factors) --- Toe--- --Heel-- f'c = 2,000 psi ACI 9.1 Pressure = 1,513 65 psf Fy = 40,000 psi Mu - Upward = 656 199 ft-# Upward soil pres. used on heel Mu - Downward = 87 695 ft-# -------- Rebar Choices -------- Mu - Design = 569 496 ft-# Toe(bot) Heel(top) One -Way Shear: #4 @Not Reqd in Not Reqd in vu = 12.65 f i #5 @Not Reqd in Not Reqd in vn=2(f'c)1/2*.85= 76.03 #6 @Not Reqd in Not Reqd in Rebar CL To Edge = 3.50 �Q �,1?. �7. #7 @Not Reqd in Not Reqd in Depth to steel = 6.0 #8 @Not Reqd in Not Reqd in Ru = Mu/bd-2 = 0. w 0 #9 @Not Reqd in Not Reqd in Min. Rebar Ratio = 0.000 °' #10 @Not Reqd in Not Reqd in s� Civic. 2 6 Orf OF CA1,�F�� llai'iiiidl'L-ni'uwii 61 Title: b' block Wall .2060 Park Avenue Descr:'6' Block Wall Oroville, CA 95966 APN: 036-022-171 Page of 916-534-1911 Job #: 96036 By:LFG Date: 6/04/96 .Fax 916-534-0908 -------------------------------------------------------------------------------- RetainPro 3.1(c)1993 File:96036.RPF CANTILEVERED RETAINING WALL DESIGN -------------------------------------------------------------------------------- Pg 1 of 2 ---------- SOIL DATA ------------- ------ ADDED VERTICAL LOADS -------- Allowable Bearing = 2,500 psf Axial DL on Stem = 0 plf Active Lateral EFP = 30.0 psf Axial LL on Stem = 0 plf ....Slope Active = 0.0 psf ..Ecc Left of Stem CL = 0.00 in ..Active Press Limit = N/A psf Surcharge over Toe = 0.0 psf Bkfill Slope(0=level)= 0.0:1 Surcharge over Heel = 0.0 psf Passive Lateral = 500 pcf Using Surcharge to resist Soil Density = 120.0 pcf overturning @ Heel Yes Soil Ht over Toe = 0.0 in @ Toe Yes ------ ADDED LATERAL LOADS ------- -------- ADJACENT FOOTING ---------- Lateral Load Acting Vertical load = 0 plf On Stem Above Soil = 0.00 psf ...Ecc. (Toe side +) = 0.00 in Footing Width (perp) = 0.00 ft Add'l Lateral Load = 0.0 plf Face Top Stem to Ftg. CL= 0.00 ft ...height to stop = 0.00 ft Ftg. Base Above/Below Soil ...height to start = 0.00 ft At Wall Face [+/-] = 0.00 ft Footing Type Line ---------------------------- WALL & FOOTING DATA -------------------------- Retained Height = 6.00 ft Toe Width = 1.00 ft Wall Ht. above soil = 0.00 ft Heel Width = 2.00 ft Total Wall Height = 6.00 ft ------- Key Depth = 10.00 in Total Width = 3.00 ft Key Width = 10.00 in Thickness = 10.00 in Key Dist. to Toe = 1.500 ft '------------------------------= SUMMARY Pressure @ Toe = 1,187 psf Factors of Safety: ' Pressure @ Heel = 84 psf Overturning = 2.28 :1 ' Allowable Press. = 2,500 psf Sliding = 2.66 :1 ; Eccentricity = 5.20 in Allowable Shear = 76.03 psi ; ' Resultant Within Middle Third 1 -Way Shear @ Toe = 17.1 psi ' Note: "Pv: Used for Soil Pres. 1 -Way Shear @ Heel = 11.5 psi ; ------------------------- ----------------------------- SLIDING CHECK ------------------------------ Ftg/Soil Friction = 0.600 Tot Lateral Force*1.5= 1,035.0 # Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 694.4 # Factor of Safety = 2.66 (-)Friction = 1,144.3 # Add'l Force Req'd = 0.0 # ---------------------------- FOOTING DESIGN ------------------------------ (Using ACI Factors) --- Toe--- --Heel-- f'c = 2,000 psi ACI 9.1 Pressure = 1,662 118 psf Fy = 40,000 psi Mu - Upward = 995 422 ft-# Upward soil pres. used on heel Mu - Downward = 119 1,331 ft-# -------- Rebar Choices -------- Mu - Design = 876 909 ft-# Toe(bot) Heel(top) One -Way Shear: #4 @Not Reqd in Not Reqd in vu = 17.08 ��68 95 @Not Reqd in Not Reqd in vn=2(f'c)1/2*.85= Rebar CL To Edge = 76.03 AM 3.50 F #6 @Not Reqd in @Not Not Reqd in .50 rf' #7 Reqd in Not Reqd in Depth to steel = 6.00 o��l. 0 i #8 @Not Reqd in Not Reqd in Ru = Mu/bd"2 = 0.0 W #9 @Not Reqd in Not Reqd in Min. Rebar Ratio = 0.0000 E #10 @Not Reqd in Not Reqd in �r CIVA, 4lF 2 7 �� OF c�t�F°� uai'iiiidi' L-Di'uwii & ASSUC:ld LeS 0.00 11 Cie : 6' block Wall 0 _2060 Park Avenue 0 Descr:*6' Block Wall 0.00 Oroville, CA 95966 0 APN: 036-022-171 Page of 916-534-1911 0.00 Job #: 96036 By:LFG Date: 6/04/96 .Fax 916-534-0908 0 RetainPro 3.1(c)1993 File:96036.RPF 1.33 --------------------------------- STEM DESIGN ---------------------------------- 0 (Values shown for concrete stems have been factored) Pg 2 of 2 1.92 - Descending Stem Sections, Highest @ Left - Stem Construction Data ------------------------------------------------------------------------- Highest (use columns from left to right) DESIGN HT. ABOVE FTG. = 0.00 3,626 ft WALL TYPE ABOVE HT. Masonry Thickness (nominal) = 8.00 in Rebar Size = # 6 Rebar Spacing = 16.00 in Rebar Placed at Edge DESIGNDATA.............. ................................................ fb/Fb + fa/Fa = 0.910 Lateral Load @ Design Ht = 540 # MOMENT..... Actual = 1,080 �pFESS ft-# Allowable = 1,187 �Q ��*�c'\��.�A y� ft-# SHEAR...... Actual = 9.83 it oo� 2� psi Allowable = 19.36 W c 0�2 psi Embedment Length Req'd = 6.00 �'" Wall Weight = 78.0 {r E..3/31/9? psf Rebar Placed at Depth 'd'= 5.25 'P CIv1\- ��`� in MASONRY DATA ............. ...................... PF.pFapa.\F� ................ f ' m = 1,500 ps i Fs = 24,000 psi Grouting Full Special Inspection No n : Es / Em = 2.5.78 Short Term Increase = 1.00 CONCRETE DATA............ ................................................ f'c = psi Fy = psi ------------------------- SUMMARY OF FORCES & MOMENTS ---------------------- ;- Overturning Moments -;- Resisting Moments - Origin of Force: Heel Active Press. Soil over Heel Toe Active Press. Soil over Toe Sloped Soil @ Heel Adjacent Ftg. Load Surcharge @ Heel Surcharge @ Toe Axial Load on Wall Load @ Proj. Wall Averaged Stem Wts. Earth Behind Stem Added Lateral Load Footing Weight Key Weight Vert. Componant of # ft ft-# # ft ft-# -------- ---------------------- ----- --------- 700 2.28 1,595 -10 0.28 -3 0 0.00 0 0 0.00 0 0 0 0.00 0 0 0.00 0 Active Press. --------- --------- TOTALS = 690 1,593 --------- --------- Totals used for Soil Pressure, Pv Included = 960 2.33 2,240 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 468 1.33 624 0 0.00 0 375 1.50 562 104 1.92 200 0 0.00 0 1,907 -------- 3,626 1,907 --------- 3,626 2 8 '� �� barnnarL-brown & Associates = 7.00 ft Toe Width lltle: %' tilocx wall ft Wall Ht. above soil .2060 Park Avenue Heel Width Descr:'7' Block Wall ft Total Wall Height Oroville, CA 95966 ------- APN: 036-022-171 Page of = 10.00 in 916-534-1911 = 3.50 ft Job #: 96036 By:LFG Date: 6/04/96 Thickness .Fax 916-534-0908 -------------------------------------------------------------------------------- in Key Dist. to Toe RetainPro 3.1(c)1993 File:96036.RPF CANTILEVERED RETAINING WALL DESIGN -------------------------------------------------------------------------------- Pg 1 of 2 ---------- SOIL DATA ------------- ------ ADDED VERTICAL LOADS -------- Factors of Safety: Allowable Bearing = 2,500 psf Axial DL on Stem = 0 plf Active Lateral EFP = 30.0 psf Axial LL on Stem = 0 plf ....Slope Active = 0.0 psf ..Ecc Left of Stem CL = 0.00 in ..Active Press Limit = N/A psf Surcharge over Toe = 0.0 psf Bkfill Slope(0=level)= 0.0:1 Surcharge over Heel = 0.0 psf Passive Lateral = 500 pcf Using Surcharge to resist SLIDING CHECK ------------------------------ Soil Density = 120.0 pcf overturning @ Heel Yes 1,365.0 Soil Ht over Toe = 0.0 in @ Toe Yes # ------ ADDED LATERAL LOADS ------- = 2.41 -------- ADJACENT FOOTING ---------- 1,495.7 # Lateral Load Acting Add'l Force Req'd = Vertical load = 0 plf On Stem Above Soil = 0.00 psf ...Ecc. (Toe side +) = 0.00 in f'c = 2,000 psi Footing Width (perp) = 0.00 ft Add'1 Lateral Load = 0.0 plf Face Top Stem to Ftg. CL= 0.00 ft ...height to stop = 0.00 ft Ftg. Base Above/Below Soil -------- ...height to start = 0.00 ft At Wall Face [+/-J = 0.00 ft #4 @ 24.92 in 31.11 Footing Type Line. 19.99 14.39 WALL & FOOTING DATA Retained Height = 7.00 ft Toe Width = 1.17 ft Wall Ht. above soil = 0.00 ft Heel Width = 2.33 ft Total Wall Height = 7.00 ft ------- Key Depth = 10.00 in Total Width = 3.50 ft Key Width = 10.00 in Thickness = 10.00 in Key Dist. to Toe = 1.830 ft ------------------------------- ----------------------- SUMMARY Pressure @ Toe = 1,301 psf Factors of Safety: ; Pressure @ Heel = 124 psf Overturning = 2.32 :1 ' Allowable Press. = 2,500 psf Sliding = 2.41 :1 ; Eccentricity = 5.78 in Allowable Shear = 76.03 psi Resultant Within Middle Third 1 -Way Shear @ Toe = .20.0 psi ; Note: "Pv: Used for Soil Pres. 1 -Way Shear @ Heel = 14.4 psi ; ----------------------------- SLIDING CHECK ------------------------------ Ftg/Soil Friction = 0.600 Tot Lateral Force*1.5= 1,365.0 # Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 694.4 # Factor of Safety = 2.41 (-)Friction = 1,495.7 # Add'l Force Req'd = 0.0 # ---------------------------- FOOTING DESIGN ------------------------------ (Using ACI Factors) --- Toe--- --Heel-- f'c = 2,000 psi ACI 9.1 Pressure = 1,655 158 psf Fy = 40,000 psi Mu - Upward = 1,465 478 ft-# Upward soil pres. used on heel Mu - Downward = 176 1,686 ft-# -------- Rebar Choices -------- Mu - Design = 1,288 1,208 ft-# Toe(bot) Heel(top) One -Way Shear: #4 @ 24.92 in 31.11 in vu = 19.99 14.39 psi #5 @ 38.62 in 48.00 in vn=2(f'c)1/2*.85= 76.03 #6 @ 48.00 in 48.00 in Rebar CL To Edge = 3.50 11;)Q #7 @ 48.00 in 48.00 in Depth to steel = 6.00 ��``�' 4,`Q F� #8 @ 48.00 in 48.00 in Ru = Mu/bd"2 = 39.a / O #9 @ 48.00 in 48.00 in Min. Rebar Ratio = 0.000 4, ,�___ rn #10 @ 48.00 in 48.00 in bal'1111arl-t3rown & Associates 'Title: 7' Block Wall .2060 Park Avenue Descr:'7' Block Wall Oroville, CA 95966 APN: 036-022-171 Page of °916-534-1911 Job #: 96036 By:LFG Date: 6/04/96 .Fax 916-534-0908 RetainPro 3.1(c)1993 File:96036.RPF ----------=---------------------- STEM DESIGN ---------------------------------- (Values shown for concrete stems have been factored) Pg 2 of 2 Descending Stem Sections, Highest @ Left Stem Construction Data Highest (use columns from left to right) ------------------------------------------------------------------------- DESIGN HT. ABOVE FTG. = 1.33 0.00 ft WALL TYPE ABOVE HT. Masonry Masonry Thickness (nominal) = 8.00 12.00 in Rebar Size = # 5 # 5 Rebar Spacing = 16.00 16.00 in Rebar Placed at Edge Edge DESIGN DATA............ fb/Fb + fa/Fa .. -. .. ... ..... 0.861 0.669 Lateral Load @ Design Ht = 482 735 10 E ►ON # MOMENT..... Actual = 911 1,715 J E �` ft-# Allowable = 1,058 2,563@vft-# SHEAR...... Actual = 8.61 7.48 psi Allowable = 19.36 19.36 psi Embedment Length Req'd = 22.50 6.00 F �•3t'"'�` Wall Weight = 78.0 124.0 CIVIL �a ps f Rebar Placed at Depth 'd'= 5.25 9.00s��Tf OFC. F CA�\�0� in MASONRY DATA ............. ................. f'm = ....... ................ 1,500 1,500psi Fs = 24,000 24,000 psi Grouting Full Full Special Inspection No No n : Es / Em = 25.78 25.78 Short Term Increase = 1.00 1.00 CONCRETEDATA............................................................ f'c p - psi 3' psi ------------------------- SUMMARY OF FORCES & MOMENTS ---------------------- :- Overturning Moments Resisting Moments ' Origin of Force: Heel Active Press. Soil over Heel Toe Active Press. Soil over Toe Sloped Soil @ Heel Adjacent Ftg. Load Surcharge @ Heel Surcharge @ Toe Axial Load on Wall Load @ Proj. Wall Averaged Stem Wts. Earth Behind Stem Added Lateral Load Footing Weight Key Weight Vert. Componant of A t' # ft ft-# # ft ft-# -------- ---------------------- -------------- 920 2.61 2,403 1,117 2.84 3,167 -10 0.28 -3 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0 0.00 0 0 0.00 0 607 1.55 940 227 2.00 454 0 0.00 0 437 1.75 766 104 2.25 234 0 0.00 0 c lve Press. - - - - - - - ----- - - - - -- TOTALS = 910 2,400 --------- --------- Totals used for Soil Pressure, Pv Included = 2,493 5,562 ----- --------- 2,493 5,.562 3!0 � �f6 :. FC. E. ofy,c� „Z„ ELcN►JFv/ ",/' ;A. 'cue"x-145U.'� meAeae'veti :. 2" > 9AF6E BOARD -.M. AT FABS . • . SLL rW ELD" FCTARMNS MALL GtAV[L OR1vDMY - M. . PER SRM RC AM - M. AT ORN5gAT 7etAILM7 7.1 MAK BLDM AT t • ALL FIMSt® MAOE5 '-� �QSEE DE'fAj� QSEE DETAIt� 1 9� SAI &. r 'e® 24•. X b• 61. 9Cgl9® CgAOt5PA4[ ALLG! OTC" PM IAC REAR ELEVA.TI ON' — ' '\LO/G.WSlHaAT. STY'PS MD 11.N7616� T2 1RiN1 - M. FMTAw'6 HALL! rM 1'L/•X - M. Qblie A1. scit (77i ISL - la " X 7 N' 6.1. SGtEHC:fl fAA,I'rD a - Tvr. ' - 1'OR IIMN R.P00. Tl 1AC - M. '.(NOR T A 6 1 N6)I r r _r SGALZ- VB- • 1.O' ....:: -I- .. �FC AN. r e ' E C,,,, t�?7-. ; . . 2 c.i �c7o=� : � rz�4 - : ' ° 1i °� ��""" :IS - - i •, . : r r , r .. _ .. I 'o _ }Q' 1 j_....._...... . r - t ; r i : _oma. Ir Gt I I.i o )Des �- r I 1,38695': r ... .. 94, I ' SUBJECT ' j .. I ..... ; i ....._ri' _...... !. I _.. C IENT:SL_..NAM -'-- -- - - r- -IF 0 : II II , I iEY Nol. f - .. ,J �__DESCRIP. i I 710Nj....._{DATE_.; r - r ;r r r I 0a11576 'f,i..:a: i -i oa.de .L .:_._E' --- •'1 Q/'i-'i-`r. _..— _ t r ... ........ 7 , y 'I'� 1 ILII: Y11 I IIl. r � II. �. .•.r` .� . I n. SII. �'1 •'au'.. 'f 1 � -- »Y! �/' OIAM1' MV �L D I: L r }' _ ., I :. 1,l 11 Y f jI Ju .J) {J '- �1 I I, j �� 1 ;,.. `4. , Y �. _-- j((rc']jQ I1lYr��1 II.� I I 11 1 01 I!1 QJ �117Il�(tI ,I )j7 II IIID" .. -. ... - I UUU L' 111 I 1 UUU III�I II U 11 11 AT A QW .. "" "•` 1 ' �v ; F_71 'e® 24•. X b• 61. 9Cgl9® CgAOt5PA4[ ALLG! OTC" PM IAC REAR ELEVA.TI ON' — ' '\LO/G.WSlHaAT. STY'PS MD 11.N7616� T2 1RiN1 - M. FMTAw'6 HALL! rM 1'L/•X - M. Qblie A1. scit (77i ISL - la " X 7 N' 6.1. SGtEHC:fl fAA,I'rD a - Tvr. ' - 1'OR IIMN R.P00. Tl 1AC - M. '.(NOR T A 6 1 N6)I r r _r SGALZ- VB- • 1.O' ....:: -I- .. �FC AN. r e ' E C,,,, t�?7-. ; . . 2 c.i �c7o=� : � rz�4 - : ' ° 1i °� ��""" :IS - - i •, . : r r , r .. _ .. I 'o _ }Q' 1 j_....._...... . r - t ; r i : _oma. Ir Gt I I.i o )Des �- r I 1,38695': r ... .. 94, I ' SUBJECT ' j .. I ..... ; i ....._ri' _...... !. I _.. C IENT:SL_..NAM -'-- -- - - r- -IF 0 : II II , I iEY Nol. f - .. ,J �__DESCRIP. i I 710Nj....._{DATE_.; r - r ;r r r I 0a11576 'f,i..:a: i -i oa.de .L .:_._E' --- •'1 Q/'i-'i-`r. _..— _ t r ... ........ `� ZgG�/ 2�� . /2Go_. z�4' .... ��; ':: �oQ�pfE IS�/p q�< L .5LLOOW W-40GK PZrAIMMS MALL PM SM TYP. AT MVlB,4AY 4E VeTAIL 1 ]386 S� 6'tAVI!L M.T74AY - M.. - �lj lb'IEX 4AL L0J^M/5ClW4M 6ABLE N&M 5wD16LE MOLD ON 2X0 5M" BAR61! BOARD - rrP. AT RAKE N 0 T E 1 2-1 MAX BLOPE AT ALL PD05NM GRADES 12 r- L L V A T 1 0 N 5C.Nz Vb, No! ('SOUTH -PAG INE) ..... . .... ..... Z,4 f4' A., CIA/ eta .4s "j. j. 1 .. is -�.:.......... __. _____ • 0 .4 �Rp�E IDN i ... ...: ! ::.. ....: � :.... , ; C Z,(J;cG6�cni %7GL'�5:. i. `7 4.4000'. 7 .No 1-4 r 0 1 f IN . . . . . . CIVA EJECT: ... ... �1; CIVA .0 F:c L —4. AME--:. -4 ijoB, Nol A IPTIONi - , MMMM...i.t FF� -:F SHEETT- :,J '�kEETI OW.k CA QSM jQ16) 534-11MI "I PC;. El- 1576 "Ne t hwlk� L Ll,�_ , SLUW BLOCK RETAWNS HALL POR SRT! PLAN AT OR)Y&IAY 4" VeTAIL G� C7 I .FRONT ELEVATION ("SOUTH -PAGING 6 -AVM OK1v13,"y - Tyr.. - W_ 186 W–KA604AL UX%`RED15WtM%4W 6AME'V9ff -5-6LE noir OR 2xb 5MaXL BARZf BOARD - ryP. AT RIAM • MOTE, 2-IPIAK 'LO"C AT All POMW P.Ace e93 17 6 5CAL4 Vbl : v F7R E A R E L E V A -T 1 0 (NORTH -PAG G I N ... . . . . . . . . 4 1 . ... ....... U A -W6 ra A! 11;4 � f�506 L - A Z? /�/t �.�✓Cyo�,aGti� z �7�7• .¢Ep`��Dew.•-f��6n• /Ga/ � S7/cC* .CJ/�L ..:.... . ........ .. :w. ..... .. 68695 . . . . . . . . . . ... . . . . . . SUBJECT:' ....... ... ...... ME.: IENT , t.CT �Y� I 4 ..... . iJOE)' -NO! 7 i J. DESCR!IP�T ION T. -AL-LIVill !DATIE.. A =Wwl "\ COIL. VRIME151AY, STEPS, AM LARDolft rm mm - Typ RMANNIS W4.LS POR FLM ryp. L AQjr_ PRO`AVC (22) HN. - 14 V2* X 9 V2- 24'XIb*6J.SCROD® 61. SCAMW CRAKPACA VVITS CoWtSPACZ ACC[!! Orcmmd Pm tea TOP! HAM MOOR FM LOG - Typ. F7R E A R E L E V A -T 1 0 (NORTH -PAG G I N ... . . . . . . . . 4 1 . ... ....... U A -W6 ra A! 11;4 � f�506 L - A Z? /�/t �.�✓Cyo�,aGti� z �7�7• .¢Ep`��Dew.•-f��6n• /Ga/ � S7/cC* .CJ/�L ..:.... . ........ .. :w. ..... .. 68695 . . . . . . . . . . ... . . . . . . SUBJECT:' ....... ... ...... ME.: IENT , t.CT �Y� I 4 ..... . iJOE)' -NO! 7 i J. DESCR!IP�T ION T. -AL-LIVill !DATIE.. A =Wwl :leiyt QVF .. .. 8 z 98695 . . . . . . . I. . SUBJECT:... .. : : I .. CLIENTS:- NAME 1 408__DESCRIPTIONI _ 1 ...DATEA. _.:....: — i -1—t ._......... _....._ ..... I ;— Owi4 G OSB 9s�� _ HE-rti L t _ SHE Sr�� ArL. � 9� 4 z47Id r., 1,38695: SUBJECT: .: VENTS: NAME • --'------ ----- - -- -- -�--- --- 9 : VO -444--: - - ,.. 9__OESCRIP.T j IJ IONj P.O. 6- 1576 ' -7--SHEET:.- .�f'�' SFE T• s... AZ / yea ' Cmc L ,�f D • L - -- .. . --- --- - OF _ I CA�� SUBJECT :. ::.. _i4- . ... IENTS:- NAME. -•_ -�-- - _, - -- ---- -- ---- ------ �J • 8 i.. r �"='� BARNHART.•BROI^/N8'ASSOCIATES '' �w PO. Sm 1570 1 wo RIPTIO Agg L. L i... PO. 8- 1570 SHE;ET�-- (91 a) S34. 1911 SiiEEr,:- O—mw. CA 950% i.. L CV- 21-0 nl W 10 MIN. FROM HOUSE Lf 600' LEACH FIELD N a1 i Ao DRIVEWAY OO bfl / (16% SLOPE b pb / 24' DIA. 6.1. \ DRAIN PIPE EXPAN51ON AREA 00°00100" E. %3-1.00' F7 D DB DB DB OB DB EE I I'. 3 3 �� ,_ �t __ t . !""+. 3