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069-300-008
i I l RESIDENTIAL R 069-300-008 PERMIT#94-3258 BULRICE, JOHN s 6470 JACK HILL DR., OROVILLE ' CONT; BETTER BUILDERS CONST. NEW SINGLE FAMILY I., C�5MNL0�t¢G�LS�i� -ro (Bc L SU 15,C— OFFICE COPY Address QaW # ELECTRIC Meter By Dat JOB FINALED (Date) t t� Signature 1 J=OK O= Not OK • 1 = Not Read'yable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements �- 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) , 5. Electricity; Location-Clearences-Grnd-/ /Amp-Co6crete 6. Gas, Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance a Date _ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1', Date MOBILE HOME INSTALLATION (Plans) OK except #'s i 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 1 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 h It MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Con nectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O = Not OK = Not Applicable = Not Ready Date A UNDRAFLOOR (Plans) OK except N's RESIDENTIAL (Single & Duplex) / r /1qw`; pf Z,&4ing-Setbacks-Easements-Flood-Slope Jy3 bP-Wtg., Main; Soils-Elec. Grnd.-//&: Depth fTZ-- a V 3. Ftg., Garage; Soils -Steel -Flet. Grnd.-/ /" Ftg. Depth 7- 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 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. Electr' , Underground ums & Ducts; Clearan - rial-Support-Ins. irders-Sills-Anchor B (s -J ent Cripples 15. Access & Ventilation 16. Insulation iDate r Card B-1 Date Card B-1 Date Card B-1 v Date Card B-1 Date PLUMBING (Permit),OK except h's 16. W r Htr.. Vent -Access- om ustion r -Baffle --------- -- —_------------- ater Pipe; Test & Anchor -N --------- -------------- ------ ---- -------------- _—:W-V.: Test -Fittings & Anch - _ olection - - -- ho an; Test. First Floor -Tub ccess est Tub &Shower, Second Floor -Tub Access ----------------- ---- ------------------------ - - --------------- ors ------- -------- --- - ---- - -- --- - - - Date7�_J Card B-1 Date_ _ _ Card_B-1 Date Card B-1 Date Card B-1 Date ELEC ICAL (Permit) OK except ft's Fixture & Transformer_ Clearance -Ins. Protection Elec. Receptacles Spacing -Lights & Switches at Doors Si oxes & No. of Conductors -Stapled ----- - - --- - - --- - - -- - -- -- --- --- ---- ----- - - --- ------ -- ----- ------ ----- - Ronlgw<nstalled Close to Edge of Studs & C.J. ---_ Equund made'up w/Mech -Fastners-Bond - - Gas- - & Water----- --- ----i ro----------------------- Appliance Circuls in Kitchen & Conductor SizerGFI 28. Subfeed Wire Size i ga Cu or AI-A.C. Wire Size r / ga. Cu or At ------------------------------- - ----------------- --- ---------------------- 29. Range Circ. ' ' g or AI -Oven Circ. ! Insulated Neutral i5 -<es ❑ No -------------------------------------------------- ----------------------------- -- 98. Se rtg-R-,se-r ------- ---- ----- ser nductors & Ground -Main Disconnect ---------------------- ea -ran- --- Panels- --------------- _ _ earances Panels-Motors-Mech. Equip. ose g t -Shower Light -Spa Light --- ----- - - - - -- - - ------ ---------------------------------------- Smoke - --------------------- Smoke Detector - --------- - ----- - - - - --- -- ---- - ------------------------- - - Date Card B -t - Date - Card B_1 ---- ---------- --------- Date Card B-1 Date Card B-1 Date MECHA AL (Permit) OK except rt's LU -A -.C. Ducts Insulation & Support nt Fan; Exhaust above insulation -----------Condensate Drain & Overflow Size & Grade -- 37. 37. Furnance-Vent: Acxjss£artri5Air-Return Air Vent -115 outlet Attic Access & Platform if Furnance in-A-ttic Date - ------ --Card B --------------------------Date --------- ---Card B-1- - - ------------------ ----(------------------------- ------------------ Date Card B-1 Date Card B-1 Date FRA G Plans) OK except k's S Proper Material & Anchors - - - W Studs -Nailing. Spacing & Bracing -Plates -Sound ........... - - ---------------------------------------- --- Bearing Walls over Girders & Floor Nailing aft Stop in Walls (rat proof) -- - ------ --- -------------------------------------------------- -- Stops: Furre Ceilings -Stairs- ases-Tub --- ------ --- der --- _-------- -- -- ------------------------ Header ea Siz Bea g Date F_BAMING (Continued) ---- angers -Post Caps -Anchors -Connectors I Joist-Rftr. ties-Purlin-roof Brac-(hthng.-Ring. Fireplace Ties or Type A Flue -Fireplace Throat clearance --w tic Access; Size & Romex Protection -Draft Stop -Ins. Baffles ------ -- Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions --- -- ara- ire Protection Framing /51-11'r-oDertv 1.i irewall & Ooeninas rs-One 3' -Check Garage -3rd Story, 2 Exits Vdth-Head room -Rise -Run -Landing -Fire Protection J on Roof Overhang -Attic Vents -Rafter Outriggers Tailing Vene& Mesh -Drip Screed -Fd. Vents-Underflr. Access Area -Glass Protection-Skvliohts-Plastic 58. Sh alls: Nailing -Bolts -------- 01 . Insulatio a -Ceilings_ 60. Infiltration -Walls -Windows Date y Card B_1 Date Card B-1 __ 11-_ - Date Card B-1 Date Card B-1 Dat FINAL ans) OK except p's _ Steps -Door & Sidelight Protection -Landings ------------ 62. Sm Detector Furnace; Vents -Clearance -Comb. Air -Connector - In arage;'Above Floor -Ducts -Meth. Protection W. e m Exiting . 6 G.Fh Fixtures & Tub Access -Spa m & Subpanel; Breaker Sizes & Labels ------------ - - --- fairs A&Rails 6replace or Stove: Clearances -Hearth ec. utlets at Wood Panel; Int. & Ext. - - -- -- - - -- 7 it.Fixt & Appliance; Grnd.-Air Gap -Cooking Clearance 71 c. O tlets & Receptacles at Kit. Counter -------- =----------- ----- ------ - 7 - gi5"Fire Door; Swing -Landing -Closer 72�A. Duct in Garage -Damper i;,., -,W- tr. Htr Vents -Clearance -Comb. Air-Connector-P.R.V. In arage: Above Floor-Mech. Protection - 7S b Ertt6 & Mech. Equip. Listed for Location 78' E Receptacles in Garage: (G.F.I.)-Romex Protection 7. I/nsy ,Foa 5n -m -Looked in Attic 0 Yes 7a3' Gua ails &Deck Construction -Post Caps 7 do Vents & Crawl Hole Door -Drainage & Wood -Earth C nce Looked under Floor_ Yes ------ ------- -------------------------- --- Following in�stl Drive 6/ es No: Walks Ye o; Pla ers Yes 0 No__ &U-6uu o Brown -Finish 87/A.C. nit Disconnect. Electrical, Plumbing 8 ents Above Roof; Plbg -Appliance-Fireplace.-Clearance to 0pertings - -- - ------ --------- ------- ------ 8 at Well: Disconnect, Electrical, Plumbing — 8- . xt t`'-Elec. Trim: G.F.I. Receptacle -Underground ------------------------------ ---- enti atrdn Throughout House d7 la Protection 8 resections from Previous Inspections BMJ �G Test -Meters Tagged Gas -Electric -- - 9ta' �W f& Sewer Connected -C/O to Grade -HD Approval- — 91/Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 --- ------- -------------------------- Date ---- ---- ---------------Date Card B_ -1 _ Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: J Date lz7� : Inspector44: REV 10/ - 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 41-3 �C53 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 comple d. If you have any questions pertaining to this matter, or need additional explanation, `+ plea co tact this office immediately. V / d Yb�/ �� Y�✓'S r �r Go a -5 4v a `=y -< J Date lz7� : Inspector44: REV 10/ - E N E R G Y C E R T I F I C A T I O N Jackhill Drive Oroville Ca. LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF Material Thickness(inches) EXTERIOR WALL Material FIBERGLASS BATTS Thickness(inches) 64" CEILING Batt or Blanket Type FIBERGLASS BATTS Thickness(inches) 12" Loose Fill Type FIBERGLASS' Minimum Thicknesi(Inches) 16" Area covered(ft. ) 940 FLOOR, ELEVATED Material Thickness(inches) FLOOR, SLAB Material Thickness(inches) Width(inches) .. FOUNDATION WALL Material Thickness(inches) Brand Name Thermal Resistance (R Value) Brand Name SCHULLER INT. Thermal Resistance(R Value) R19 Brand Name SCHULLERINT. Thermal Resistance(R Value) R38 Brand Name SCHULLER INT. Number of Bags 28 Wt. per bag 27 lb. Thermal Resistance(R Value) R38 Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building in conformance with the State of California Energy Requirements. LOERKE INSULATION CO., INC. NAME/OWNER N SIGNAYURE OF INSTALLA.TIQ?'APPLICATOR 499150 STATE CONTRACTOR'S LICENSE NO. September 21, 1995 DATE I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. FIRM NAME/OWNER (Please print) L SIGNATU OP(O ENERAL CONTRACTOR OWNER 3 a 3;2 so STATE CONTRACTOR'S LICENSE NO. >/-a -- 9.5 DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January.1984 CERil'FICATtOF \1uTE OF TIMeF ZA C ti Q D K n t ITI o' ®LICE0Z CONFORMANCE - i HE UNDERSIGNED MA NUFA'C TURER HEREBY `CER'TIF/ES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, Structural Glued Laminated Timber, and that such manufacture has been at our plant in Riddle, Oregon , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. .. - !-!I"" JOB NAME:.' JOB LOCATION: Reddi nq, rA CUSTOMER'S ORDER NO. 14167 DATE 5/7/87 MFGR'S ORDER N0. - 13766 Members have also been manufactured to the (more restrictive provisions o f P aaS 56-73 SIGNATURE COMPANY Riddle Laminators TITLE Qllali ty_ Cnnfrni ADDRESS_ Riddle. OR DATE "'S�20/87 AITC HEREBY CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC' Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC Certificale No. 3 712 2 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AITC FORM IBCA ,AV, I cn BR' JA��S © 1983 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION TUEWEDTHU FRI SAT STATEMENTdiOPY/GASH SALE RECEIPT 101 ` :PM PICK-UP CENTER. .1 .7 "PIECKWIWIt 1 1100 E. 20th ST / Rd --60X 689 4oNaoe CHICO, CA. 95928 iCHICO;'CA. 95927 *' I t7 VES ;b No . (916j 342 1886 S11LESMAN f ¢ •u�Te CASH :coo APPROVED. BY. INVDII TRY' OUR-tEW "B"' 6RRDE•REDW00D - ' PREKS'CHICO f t SHIP'TO: (SAME AS SOLD TO,UNLESS NOTED BELOW) P Y ATTER BUILDERS CDNST. ,BETTER -BUILDERS ._. > • 'MAIN ACCO�l 11UNT. ` ;' " � � " wi).o;�Inoum � JACK'HILI:•'DR/DROVIL „ MAI: D'AKS DRIVE X5263 RDYAL QAKS''DR. OROVILi``�CA' 9S966 ' . ` Y .DROVILLE "CA ;95966. ' ya, y ,Lt8te V,1�er�tetS bellvered I� � 85/05/9.5 Orderod Ip 0 Nor 7db & mete No tRltlet �' ,'fi'i�. ::;:3r+r1 °�...Y.�'rG: tF F. "�' "!,. -S7 C'.. f s. r,(i•tL.it AJ';.ar ,.Se1B�tIetlP i �r7, 8 4 � � �� � •� ¢��, �f�, -•� , t .�;' w 'dRT- L181E �' • i i Y F'f.' x'11 F.h Numb DESCRIPTION, i'f ,UNITS' �P.RIGE/UNIT:: XTENSI ' UII$C ;•`1 ""' 1 LUPIBERY: bXI'2 1BDF;fQNC CUT 198: 1135.088 ' M73 Y ' SISG'�' �'� Y•il 1' =5=1Y%8`l(15•:'�ill� BEd E4E V4' :18.`0R a, . _ ....... 12. 227.78 �. " ... .} �'. a (�.. � /�0"ry., w. r4. .. mss. ', `°• L. _ L6,90TR 'MUM,TED.:,. .280.88 `3 nSTD BTR PRESStK-TREATED 33 :525.888/ 78.88 21228F2 Fri 2X1E'28'#Z,� 'BTR DFS}r.s�`�' ts'^t � �rE8.88' '`' 548:880 F Al M: ;2428F2 <.2X4 20:STD &-BTR DF 77666.67 418.888/ 273.33 1 ' r !Lt/BBER2ADF FDNC 28. M 648. @88/MBF 17.92 1£x d I.a z O�R=D�R�C �� ��:+3.",.. '';, "4""*`"",`"`�' ,�";`", ".,��+ r.�r'.-.�,-rs�--rte• �r - -,,, �---•�'—x--•---:-- I , Y Aulu INT i / ETURNED SUBJECT TO A RE. r O TERMS a CONDITIONS. SUB TOTAL .y' '' "" '' TAJ(�y •- r I, / 1859;6a M 725 76.83 1136.51': . E c o h • DATE:, Tra,,,clion{��T��T!��� Number—mom �1,•, �llGiTe� .�7y,�I�yfr--'I— ,Lt8te V,1�er�tetS bellvered I� � 85/05/9.5 Orderod Ip 0 Nor 7db & mete No tRltlet �' ,'fi'i�. ::;:3r+r1 °�...Y.�'rG: tF F. "�' "!,. -S7 C'.. f s. r,(i•tL.it AJ';.ar ,.Se1B�tIetlP i �r7, 8 4 � � �� � •� ¢��, �f�, -•� , t .�;' w 'dRT- L181E �' • i i Y F'f.' x'11 F.h Numb DESCRIPTION, i'f ,UNITS' �P.RIGE/UNIT:: XTENSI ' UII$C ;•`1 ""' 1 LUPIBERY: bXI'2 1BDF;fQNC CUT 198: 1135.088 ' M73 Y ' SISG'�' �'� Y•il 1' =5=1Y%8`l(15•:'�ill� BEd E4E V4' :18.`0R a, . _ ....... 12. 227.78 �. " ... .} �'. a (�.. � /�0"ry., w. r4. .. mss. ', `°• L. _ L6,90TR 'MUM,TED.:,. .280.88 `3 nSTD BTR PRESStK-TREATED 33 :525.888/ 78.88 21228F2 Fri 2X1E'28'#Z,� 'BTR DFS}r.s�`�' ts'^t � �rE8.88' '`' 548:880 F Al M: ;2428F2 <.2X4 20:STD &-BTR DF 77666.67 418.888/ 273.33 1 ' r !Lt/BBER2ADF FDNC 28. M 648. @88/MBF 17.92 1£x d I.a z O�R=D�R�C �� ��:+3.",.. '';, "4""*`"",`"`�' ,�";`", ".,��+ r.�r'.-.�,-rs�--rte• �r - -,,, �---•�'—x--•---:-- I , Y Aulu INT i / ETURNED SUBJECT TO A RE. r O TERMS a CONDITIONS. SUB TOTAL .y' '' "" '' TAJ(�y •- r I, / 1859;6a M 725 76.83 1136.51': . E c o h • DATE:, -- - �-----ter, V6 / �r( t MONTUEwEDT"� FRI sAT 5 ATEMENT COPYICASH'SALt RECEIPT, i, �'L 6 AM DELIVEN c 1 n�IWQ i' r 'v =,� 1pM PICK-UP p Lon `BY I BUILDING CENTER � "'� �"'" ,. + o ! P O BOX 689 >:khx`:D 611 0U E.'20thST. f, q CHICO,C9CHIM CA. k► ; r -' - 4 • tt.>•.. �.. j•' /916)..342-1886 + SALESMAN: T lr'i❑ YES ❑ NO t:.;. - i�"?J.► ^• �'�'!`[f•.:.' Q,.�. �Z! a ..F.C. �':1[ D' f� Rm ar ' " D APPROVED BY S T -..—r EC nn E� �,a 1tif +r . I ,.'c: AS tr',• -` • 7 V. 71 ��•1sl CY rlq r � °t3; �� 's INVOICE , 1WVE rA;601T DAY `+ * VV NoCHICO TO! (SAME AS SOLD TO UNL S NOTED BELOW)t o ' •:BETTER BUILDEflS CONST 71 ..;�. , OEM WILM A/}OADVCc.00 :D�`s r, ! f lrns�t•�63'ROYAL OAKS`DRIVE �''t-r;iAt �`#�_ 5263. ' n�'T•� � rM �c ;� �L�r � ... ,' II,i:E, CR•' 95956 �zt � � � � t _ i • 3+OAOVILLE,w {.e1 7JJW� '. } �} 1.. »� , } ` � s .3si�, j tt -- a + • Delivered ` y !• (poorer Cbdr be�Rnctib 'S` i ' ;S mn NaJ 1' I - Io Dile 85/24/95 185/24/95 s. 623599 85t43 531588 52695 ` JPC No's 4% r>NEetimeteNo .IRttlat �s lSe{e went + �k` t�Ordered OTAM I ' }' �/ - ti `�� /.7'!18 `!�"i , I (li� h. �A1'�",- SC W {.�"L - Y 1�+4L'S ri 1 y 1' y"�`� t J��Y '.• S{ f -. x 1 t • t t a } �Y i ! „�� .•.! ..> fi•�r !•ra. a'a-Z4. tiro t±'I;"� 7' •^ ., e. 1 .tlt<ILnoohy.rt .-r�...'* , ..r .,.1 r,,. ,y„ inn•. �.. CAIF'tiTa( ;'fl IWITS &A PR#.GEJ ITi+'DQEriB5r <- . `:'s 158..15/32'•.4X8 .p1TFD.STRANR� ;,:15@.88. I.1597:89� 6Xbr18{Ol`"j; COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 -County Center Drive - Oroville„ *,alifornia `95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT 9S__ /SS�2_ ASSESSOR PARCEL NUMBER 069-300-008 ZONING BUILDING PERMIT OWNER JOHN BULRICE TELEPHONE FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 12050 HAVANA AVE SYLMORE CA 91342 f�SQ. 80 `10 880.00 CONTRACTOR'S NAME BETTER BUILDERS TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNMOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee -$ 20,00 Permit Fee $ ARCHITECT OR ENGINEER UCENSE NO. Plan Checking Fee $ 23.00 Energy Plan Checking Fee $ 2.300 ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS 6470 JACK HILL DR PERMITFEE $ 66.00 OROVILLE 95966 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDNISION'SNAME PARCEL MAP Solar or heat pump water heater 23,00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other RETAINING WALL, SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New 03 Add -Rion ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Mobile Home I S I G W 1 20.00 PERMITFEE S Contractor ELECTRICAL PERMIT Filinq Fee 20:00 Main Service000v OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and m license is in full force and effect. y License Class ��52o7 LIC. No. OWNER -BUILDER DELLA ATION 1 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, o the work, and the structure is not intended or offered for sale. 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 SO. DR ( a ) 3.5Q FT. CNSS. LTI-ACCUTLEBLDS NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) a SINGLE OUTLET cIR. Ex. Occup. ( OUTLET OR FIXTURES) 20 Q 1.00 6AL! s0 FIXED APPLNS. OR EX. Occup. OUTLETS (RESID.) EA ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' cc_Mpensation, as provided for by section 3700 of the Labor Code, for the ,pCrformance of the work for which this permit is issued. 94"1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comp y with those pr ions. Q X — Date / Signature of Applicant - ❑ Owner ❑ Contractor 3 -9 -gent An OSHA permit is required for excavations over 60" deep and demolition or construction structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is OCC CONST. TYPE I TOTAL FEE $ 66.00 HAZ. I D. FEES I IMP I FLOOD CDF PARCEL PD HD UE' This permit is hereby issued under the applicable provisions of the B e County Code and/or Resolutions to do work indica d ove for hich fees have been paid. By �" Date �of PERMITEXPIRESON I (Date) Receipt No. 180602 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 APPLICKiiION AND PERMIT PERMIT NO. ASSESSORPARC UU ER 3�-/V� �Q C� BUILDING PERMIT OWNER `TELEPHONEONE � TELEPHONE SO. FT. OCC. BUILDING VALUATION o OWNERS MAILING ADDRESS COM O 'S NAME TELEPHONE TORS MAIUNG ADDRESS " _ Fireplace _ CONSTRUCTION LENDER - NIOV OWN UOWN Total Valuation $ Filing Fee 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ M-0 ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS t PERMITFEE S PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other � P��yIsPECIFv Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New CAAddition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: — Mobile Home S G W1 @20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filino Fee 20.'00 Main Servicea00V OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 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 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier NEW CONST. DWELLING OCCURSO. OR ADONS. ( & ACC. BLDS. ) 3.50 FT. NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 POWER ( & S NGLE OUTLETTUS C R. ) Ex. Occup. (OUTLET OR FOCTURES ) 20 Q 1.00 BAL .50 Ex. Occup. (oFIXED PLNS. OR ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE S Contractor MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee Is OCC CONST. TYPE I TOTAL FEE $ HA2. 1 D. FEES I IMP I FLOOD I COF PARCEL PD HD ISSUE This permit is hereby issued under t!Ie applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. BY Date PERMITEXPIRESON (Date) Receipt No. I fdn In 0,;t WHITE-D.D.S.-B. ANARY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER -FIJ _- _ �IA..�. Na �CO� - 3c�d OC�V Proposed Building Use Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1, All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans. ....:..................... Complete plans, 3/4 sets_ signed by preparer of plans . ..................... . 55Engineered plans an calcs /4 sets, with wet signature on plans . ............. / VT/95- 5. . Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. -7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ .......................................... 11. Impact fees as shown on attached schedule. ............................. . 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development.a bout (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. . . 20. Pre -inspection for P`B'"�ed1O" ect p required. . to Building �nspedor (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner ............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ......................................... 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . .................................................... . 33 34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. t/ Telephone 2 �d hold for pickup at office. Deliver with inspector. Other n Parcel Creation Acreage Applicant _ 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 1. Index permit for above items No. 2. Additional items required: ance: (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, w s advised of above quired data by _ phone -mail Counter by _ Date Plans checked by LZS Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works S ..-�.tY th,t, .,tl-• r 4 t 4 N D B E A U T Y BETTER BUILDERS CONSTRUCTION 5263 ROYAL OAKS DR OROVILLE, CA 95966 uerAK I men I ur uevewrmen 1 aCnvwCa 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 11/07/95 RE: Building Permit # 94-3258 Expiration Date: 12/27/95 A.P. # 069-300-008 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into the category marked below: [XX] Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. If our records are in error or should you have any questions concerning this matter, please contact the OROVILLE office. Thank you for your prompt attention concerning this matter. Yours very truly, x M Michlael C. Vieira, C.B.O. MCV:ahb Manager, Building Inspection Attachments Chico Office - 1469 Humboldt Rd/891-2751 Paradise Office - 747 Elliott Rd/872-6307 e_ 1/2,o Job number >>E95054 9:41 AM 7/16/95 r ' Structural calculations for Project » Site retaining wall Plan >> Name Wetter Builders Construction Address >>Butte County, California Architectural Engineering Specialists 20 Constitution Drive Suite A Chico, California 95926 X916) 895-1125 (916) 893-0532 Fax S r -e �^e" j Z r v� r ✓I �j �..) �n,��C, p= 03c7 K c� PC),xk _ o kj"L,(.l-e S\)rOAOV5-e 4 F File >MASONRY33 8:56 AM 7/16/95 ---------------------- Rev 2-24-95 Masonry retaining wall ------------------------------------------------------------------------ Description »Cantilevered site retaining wall ------------------------------General data ------------------------------ Wall type > 2 1 => supported 2 => cantilevered Lateral load type> 2 1 => wind/earthquake 2 * soil pressure Backfill slope -> 0 Horizontal 0 Vertical_ Special inspection (Y/N)?'> N Masonry weight > .135 kcf Soil weight > .110 kcf --------------------------------Loading --------------------------------- Wdl minimum > .000 kips/ft Wdl + W11 maximum > .000 kips/ft, EFP > .030 kcf Sloping backfill surcharge>..000 kcf Total EF? > .030 kcf Surcharge Distance Surcharge P Comment to.wall height .000 3.000 .000 Uniform lateral load > .0000 ksf Earthquake/wind loading ----------------------- Allowable design stresses------------------------ ***Soil**# ....,. Class of materials > 7 User defined- Input . Allowable passive (vert.) > •1.500 ksf 1.500 Allowable passive (horiz.)> .200 ksf/ft depth .200 Lateral sliding coeff. > .350 . .350 ***Masonry*** ***Concrete*** f'm > 1.500 ksi f'c > 2.500 ksi Em .> 1125000 ksi fy > 40.000 ksi Fs > 20.000 ksi Es > 30000000psi F's. > 16.000 ksi m > 18.824 n > 26.667 8 > .850 Fb max. > .250 ksi > .900 -------------------------------Wall data -------------------------------- Cantilevered wall may use varying thickness segments Height of retained earth Segment Ht.(feet) Ht.(feet) 1 .000 to 2.000 2 .000 to .000 3 .000 to .000 Total wall height > 2.000 <for wdl determination) Additional dead load > .000 kips/ft ----------------------------Wall reinforcing Segment 1 - concrete a -------------------------------------------7---------------------------- d > .000 inches Overload factor > 1.700 Live loads M > .040 ft -kips. Mn > .068 ft -kips 0 omn ) .000 ft -kips --- As regd. - > .000 in -2 Includes 33% increase Since p actual is less than p min. Actual As > .000 in -2 --- Segment 1 Nominal t t wdl 8.000 7.625 .172 Tension reinforcing Size I` Spacing) d I %Min. I fm/Fb I fs/Fs f's/F's ----------------- I -------- I -------- I -------- I -------- I -------- -------- Vertical 4 32.000 3.810 1.148 :096 .094 --- Horiz. 4 16.000 1.236 --- --- Minimum development length)' 10.000 inches Compression reinforcing Size I Spacing). d' I %Min. I fm/Fb fs/Fs ( f's/F's ----------------- I -------- I -------- -------- -------- -------- -------- Vertical, 0, .000. .000 --=nnn ---------------------------------------------------=-------------------- Segment 2 -------------------------------------------------------7---------------- Nominal t t wdl .000 .000 .000 Tension reinforcing Size Spacing] d %Min. I fm/Fb fs/Fs Ps/F's Vertical 0 .000 .000 .000 .000 .000 --- Horiz. 0 .000 .000 --- --- --- Minimum development length) 10.000 inches Compression reinforcing Size I Spacing] d' %Min.. fm/Fb fs/Fs Ps/F's -----=----------- I -------- -------- -------- -------- -------- -------- Vertical 0 .000 .000 --- --- --- .000 ------------------------------------------------------------------------ Segment 3 ------------------------------------ =-=--------------------------------- Nominal t t wdl .000 .000 -.000 Tension reinforcing Size I Spacings d I %Min. fm/Fb fs/Fs Ps/F's Vertical 0 .000 .000 .000 .000 .000 --- Horiz. 0 .000 000 --- --- -- Minimum development length) 10.000 inches Compression reinforcing �. Size Spacings d' %Min. ,� fm/Fb fs/Fs f's/F's Vertical 0 '.000 .000 --- --- --- .000 a ------------------------------FOOTING DATA ------------------------------ Centered on footing ? > n .Enter alternate toe length> ..000 feet Toe length > .500 feet Safety factor > 3.072 Heel length ) .365 feet •Soil pressure > .525 R Minimum footing length • > --- feet Actual footing length (L) > 1.500 feet Footing depth > 12.000 inches ----------------------OVERTURNING AND SOIL PRESSURE --------------------- Consider ftq depth for gross OTM and sliding ? (Y/N) > Y Overturning moment (OTM) > .135 ft -kips W Arm Moment --------------------------------------------=--------------------------- Wdl min. .000 kips .818 feet .000 ft -kips Wtl .000 kips .818 feet .000 ft -kips Segment 1 .172 kips .818 feet .140 .ft -kips Segment 2 .000 kips .818 feet .000 ft -kips Segment 3 .000 kips .818 feet ..000 ft -kips Soil .080 kips 1.318 feet ..106 ft -kips Footing .225 kips .750 feet .169 ft -kips EWdl min> .477 kips ' . EMdI min> .415 ft -kips EWtl > .477 kips EMtl. > .415 ft -kips EMdI min/OTM > 3.072 > 1.5 <ok> Eccentricity (e) > ,163 feet <A/2-(EM-OTM/EW)> 1/6 > .250 feet L' > 1.760 feet <3*L/2-e> Resultant within middle third of footing Maximum soil pressure > .525 ksf <EWtl/A + 6*Wdl*e/A'2> Minimum soil pressure > :110 ksf ---------------------------- HEEL/TOE.DESIGN----------------------------- Reel design Reinforcing -------------------------------------------------------------------- Heel length > .365 feet #4 at 0 in. o.c. M > .015 ft -kips #5 at 0 in. O.C. d > .000 inches #6 at 0, in. o.c. As min. > .000 in'2 #7 at 0 in. o.c. #8 at 0 in. O.C. ------------------------------- ----------------------------------------- Toe design. j Reinforcing ------------------------------------ ----------------------------------- Toe length > .500 feet #4 at .0 in. o.c. Max soil pressure) .525 ksf #5 at 0 in. o.c. At face of wall > .376 ksf #6 at 0 in. o.c. M max. > .059 ft -kips #7 at 0 in, o.c. d > .000 inches #8 at 0 in. o.c. As min. > .000 in -2 I -------------------LONGITUDINAL FOOTING REINFORCEMENT ------------------- As min. > .432 in'2 3 #4 bars 2 #5 bars 1 #6 bars 1 #7 bars 1 #8 bars -----------------------------LATERAL SLIDING ---------------------------- Rt > .000 kips/ft Rb > .135 kips/ft a Lateral sliding resistance > .167 kips/ft Lateral sliding resistance), .000 ..000 kips/ft Allowable lateral passive pressure > .200 ksf/ft depth Lateral.passive pressure provided > .100 kips/ft <Footing only) Net resistance provided > .267 kips/ft <Footing only> Concrete slab at base of wall ? > N Thickness > .000 inches Width of slab '> .000 feet Resistance provided by slab > .000 kips/ft Total resistance > .267 kips/ft Factor of safety > -1.977 (OD Shear key must provide > -.064 kips lateral resistance Equivalent depth of shear key > 2.890 feet (Maximum 151> Allowable lateral passive pressure > .578. ksf (At base of key> Allowable lateral passive pressure > ..578 ksf (At bottom of key> Shear key required depth > .000 inches Shear key moment > .000 ft -kips Shear key thickness > .000 inches d > .000 inches As min. > .000 in'2 14 at 0 ' in. o.c. #5 at 0-in:"o.c. #6 at 0 in. o.c. #7 at 0 in. o.c. #8. at 0 in. o.c. ------------------------------------------------------------------------ File >MASONRY3 8:57 AM 7/16/95 ------------------------------------------------------------------------- Rev 2-24-95 Masonry retaining wall ------------------------------------------------------------------------ Description >>Cantilevered site retaining wall ------------------------------General data ------------------------------ Wall type > 2 1 :> supported 2 :> cantilevered Lateral load type> 2 1 :> wind/earthquake 2 :> soil pressure Backfill slope > 0 Horizontal 0 Vertical_ Special inspection (Y/N)? > N Masonry weight > .135 kcf Soil weight > .110 kcf -------------------------------- Loading minimum > .000 kips/ft Wdl + W11 maximum > .000 kips/ft EFP > ..030 kcf Sloping backfill surcharge> .000 kcf Total EFP > .030 kcf Surcharge Distance Surcharge P Comment to wall height .000 3.000 .000 Uniform lateral load > .0000 ksf Earthquake/wind loading -----------------------Allowable design stresses ------------------------ ***Soil*** .... Class of materials > 7 User defined Input Allowable passive (vert.) > 1.500 ksf 1.500 Allowable passive (horiz.)> .200 ksf/ft'depth .200 Lateral sliding coeff. > .350 .350 ***Masonry*** ***Concrete*** f'm > 1.500 ksi f'c > 2.500 ksi Em > 1125000 ksi fy > 40.000 ksi Fs > 20.000 ksi Es > 30000000psi F's > 16.000 ksi m > 18.824 n > 26.667 8 > .850 Fb max. > .250 ksi 0 > .900 --------------------------=---- Wall data -------------------------------- Cantilevered wall may use varying thickness segments Height of retained earth Segment Ht.(feet) Ht.(feet) 1 .000 to 3.330 2 :000 to .000 3 .000 to .000 Total wall height > 3.330 <for wdl determination) Additional dead load > .000 kips/ft ----------------------------Wall reinforcing--------------- Segment 1 - concrete a ------------------------- ---------------------------------------------- d > .000 inches Overload factor > 1.700 Live loads M > .185 ft -kips Mu > .314 ft -kips v b �Mn > .000 ft -kips As regd. > .000 in -2 Actual As > .000 in -2 Includes 33% increase Since p actual is less than p min. Segment l Nominal t t wdl 8.000 7.625 .286 Tension reinforcing Size I Spacing] d. I Pin. fm/Fb. fs/Fs f's/F's Vertical 4 32.000 3.810 1.148 .448 .432 --- Horiz. 4 16.000 1.236 --- --- Minimum development length> 10.000 inches Compression reinforcing Size I Spacing) d' I %Min. fm/Fb fs/Fs f's/F's Vertical 0 .000 .000 --- --- --- .000 --------------------------------------------------------=--------------- Segment 2 ---------- ------------------------------------------------------------- Nominal t t wdl .000. .000 .000 Tension reinforcing Size I Spacings d $Min. fm/Fb fs/Fs f's/F's Vertical- 0 ..000 .000 .000 .000 .000 --- Horiz. 0 .000 1. .000 --- --- --- Minimum development length) 10.000 inches Compression reinforcing Size I Spacings d' I %Min. fm/Fb fs/Fs f's/F's Vertical 0 .000 .000 --- --- .000 ------------------------------------------------------------------------ Segment 3. ------------------------------------------------------------------------ Nominal t t wdl .000 .000 .000 Tension reinforcing Size I Spacing] d %Min. fm/Fb fs/Fs f's/F's Vertical 0 .000 .000 .000 .000 .000 --- Horiz. 0. .000 .000 --- --- --- Minimum development length) 10.000 inches Compression reinforcing Size I Spacing) d' I %Min. I fm/Fb fs/Fs Ps/F's ----------------- I -------- I -------- 1---; ----- 1-------- I -------- I -------- Vertical 0 .000 .000 --- --- --- .000 :1 ------------------------------FOOTING DATA ------------------------------ Centered on footing ? > n Enter alternate toe length> .000 feet Toe length > .500 feet Safety factor > 1.941 Heel length >' .615 feet Soil pressure > 1.043 Minimum footing length > --- feet Actual footing length (L) > 1.750 feet Footing depth > 12.000 inches ----------------------OVERTURNING AND SOIL PRESSURE ---------------------- Consider ftg depth for gross OTM and sliding ? (Y/N) > Y Overturning moment (OTM) >. .406 ft -kips W Arm Mnmant ------------------------------------------------------------------------ Wdl min. .000 kips .818 feet .000 ft -kips Wtl .000 -kips .818 feet .000 ft -kips. Segment 1 .286 kips .818 feet* .234 ft -kips Segment 2 .000 kips .818 feet .000 ft -kips Segment 3 .000 kips .818 feet .000 ft -kips Soil .225 kips 1.443 feet .325 ft -kips Footing .263 kips .875 feet .230 ft -kips ---------------=-------------------------------------------------------- EWdI min> .773 kips EMdl min> .788 ft -kips EWtl > .773 kips EMtl > .788 ft -kips EMdl min/OTM . > 1.941 > 1.5 <ok> Eccentricity (e) > .381 feet <A/2-(EM-OTM/EW)> L/6 > .292 feet L' > 1.483 feet <3*L/2-e> Resultant lies outside middle third of footing Maximum soil pressure > 1.043 ksf <2*(Wtl/L')> - Minimum soil pressure > -.159 ksf ----------------------------HEEL/TOE DESIGN ----------------------------- Heel design I Reinforcing -------------- --------------- I ----------------------------------- Heel ---- ---------------------------------------------------------------- Heel length > .615 feet #4 at 0 in. o.c. M > .069 ft -kips #5 at 0 in., o.c. d > .000 inches #6 at 0 in. o.c. As min. > .000. in -2 #7 at 0 in. o.c. #8 at 0 in. o.c. 7 --------------------------------------------------------------- Toe design I. Reinforcing , ------------------------------------ ----------------------------------- Toe length > .500 feet #4 at 0 in. o.c. Max soil pressure> 1.043 ksf #5 at 0 in. o.c. At face of wall > .691 ksf #6 at 0 in. o.c. M max. > .116 ft -kips #7 at 0 in, o.c. d > .000 inches #8 at 0 in. o.c. As min. > .000 in -2 I -------------------LONGITUDINAL FOOTING REINFORCEMENT ------------------- As min. > .504 in -2 3 #4 bars 2 #5 bars 2 #6 bars 1 #7 bars 1 #8 bars -----------------------------LATERAL SLIDING ---------------------------- Rt > .000 kips/ft Rb > .281 kips/ft Lateral sliding resistance > .271 kips/ft Lateral sliding resistance) .000 .000 kips/ft Allowable lateral passive pressure > .200 ksf/ft depth Lateral passive pressure provided > .100 kips/ft (Footing only> Net resistance provided ..>.. .371 kips/ft (Footing only> Concrete slab at base of wall ? > N Thickness > .000 inches Width of slab ' > .000 feet Resistance provided by slab > .000 kips/ft Total .resistance > .371 kips/ft by NSA e�f Factor of safety >. . 1.318 No good! tj a Shear key must provide > .05 kips lateral resistance Equivalent depth of shear key > 4.017 feet (Maximum 15'> Allowable lateral passive pressure > .803 ksf (At base of key) Allowable lateral passive pressure ) .820 ksf <At bottom of key> Shear key required depth > 1.000 inches Shear key moment >. .003 ft -kips Shear key thickness > .000 inches d > .000 inches As min. > .000 in'2 #4 at 0 in. o.c. #5 at 0 in o.c. #6 at 0 in. o.c. #7 at 0 in. o.c. #8 at 0 in. o.c. --------------------=--------------=------------------------------------ 4 File >MASONRY3 8:58 AM 7/16/95 ------------------------------------------------------------------------ Rev 2-205 Masonry retaining wall ------------------------------------------------------------------------ Description »Cantilevered site retaining wall ------ --------------- ---------- General data ------------------------------ Wall type > 2 1 => supported 2 => cantilevered Lateral load type> 2 1 => wind/earthquake 2 => soil pressure Backfill slope '> 0 Horizontal 0 Vertical Special.inspection (Y/N)? > N Masonry weight > ..135 kcf Soil weight > .110 kcf -------------------------------- Loading --------------------------------- Wdl minimum >, .000 kips/ft. Wdl + W11 maximum > .000 kips/ft EFP > .030 kcf Sloping backfill surcharge> .000 kcf Total EFP > .030 kcf Surcharge Distance Surcharge P Comment to wall height 7 -------------------------------------- .000 3.000 .000 Uniform lateral load > .0000 ksf Earthquake/wind loading -----------------------Allowable design stresses ------------------------ ***Soil*** .>. Class of materials > 7 User defined Input Allowable passive (vert.) > 1.500 ksf 1.500 Allowable passive (horiz.)> .200 ksf/ft depth .200 Lateral sliding coeff. > .350 .350 '**Masonry**' ***Concrete'** f'm > 1.500 ksi f'c > 2.500 ksi Em > 1125000 ksi fy > 40.000 ksi Fs > 20.000 ksi ' Es > 30000000psi F's > 16.000 ksi m > 18.824 n > 26.667 8 > .850 Fb max. > .250 ksi > .900 -------=-----------------------Wall data -------------------------------- Cantilevered wall may use varying thickness segments Height of retained earth Segment Ht.(feet) Ht.(feet) 1 :000 to 4.000 2 .000 to ' .000 3 .000 to .000 Total wall height > 4.000 <for wdl determination> Additional dead load > .000 kips/ft ----------------------------Wall reinforcing ---------------------------- Segment 1 - concrete. a ------------------------------------------------------------------------ d > .000 inches Overload factor > 1.700 Live loads M > .320 ft -kips Mu > .544 ft -kips (Z �Mn ) .000 ft -kips --- As regd. > .000 in'2 Includes 33% increase Since p actual is less than p min. Actual As > .000 in'2 --- -------------------- --------------------------------------------------- Segment 1 ------------------------------------------------------------------------ Nominal t t wdl 8.000 7.625 .343 Tension reinforcing Size I Spacing] d JIMin. I fm/Fb I fs/Fs I f's/F's Vertical 4 32.000 3.810 1.148 .781 .749 --- . Horiz. 4 16.000 1.236 --- --- --- Minimum development length) 15.000 inches Compression reinforcing Size I Spacings d' I %Min: I fm/Fb I fs/Fs I f's/F's. Vertical 0 .000 .000 --- --- --- .000 ------------------7------------------------------------------------------ Segment 2 ------------------------------------ ---------------------------------- Nominal t t wdl .000 .000 .000 Tension reinforcing Size I Spacing] d I %Min. I fm/Fb I fs/Fs .1 f's/F's Vertical 0 .000 .000 .000 .000 .000 --- Horiz. 0 .000 .000 --- --- --- Minimum development length) 15.000 inches Compression reinforcing Size I Spacing] d' 1 %Min. I fm/Fb I fs/Fs I f's/F's Vertical .0 .000 .000 --- --- .000 ------------------------------------------------------------------------ Segment 3 -------------------------------------------------- ------------ Nominal t t wdl .000 .000 .000 Tension reinforcing Size I Spacing] d I %Min. I fm/Fb I fs/Fs I f's/F's Vertical 0 .000 .000 .000 .000 .000 --- Horiz. 0 .000 .000 --- --- --- Minimum development length> 15.000 inches Compression reinforcing Size I Spacings d' I %Min. I fm/Fb I fs/Fs I f's/F's Vertical 0 .000 .000 --- --- --- .000 ------------------------------FOOTING DATA ------------------------------ Centered on footing ? > n Enter alternate toe length> .000 feet Toe length > .500 feet Safety factor > 2.132 Heel length ) 1.115 feet Soil pressure ) 1.279 i3 Minimum footing length > --- feet Actual footing length (L) > 2.250 feet Footing depth > 16.000 inches ----------------------OVERTURNING AND SOIL PRESSURE --------------------- Consider ftg depth for gross OTM and sliding ? (Y/N) > Y Overturning moment (OTM) > .759 ft -kips W Arm Moment -----------------7------------------ "-; ----------------------------------- Wdl min. .000 kips .818 feet .000 ft -kips Wtl .000 kips .818 feet .000 ft -kips. Segment 1 .343 kips .818 feet .281 ft -kips Segment 2 .000 kips .818 feet .000 ft -kips Segment 3 .000 kips .818 feet .000 ft=kips Soil .490 kips 1.693 feet .830 ft -kips Footing .450 kips 1.125 feet .506 ft -kips ----------------------- --------------------------------------- ---------- EWdl min> 1.284 kips EMdI min> 1.617 ft -kips EWtl > 1.284 kips EMtl .> 1.617 ft -kips EMdl min/OTM > 2.132 > 1.5 <ok> Eccentricity (e) > .456, feet <A/2-(EM-OTM/EW)> L/6 > .375 feet L' > 2.006 feet <3*L/2-e> Resultant lies outside middle third of footing Maximum soil . pressure >- 1.279 ksf <2*(Wtl/L' )> Minimum soil pressure > -.139 ksf ----------------------------HEEL/TOE DESIGN ----------------------------- Heel design. ( Reinforcing ------------------------------------ ----------------------------------- Heel length > 1.115 feet #4 at 0 in. o.c. M > .273 ft -kips #5 at 0 in, o.c. USQ �{ at- 3 d > .000 inches #6 at 0 in, o.c. 7& As min. > .000 in -2 #7 at 0 in. o.c. #8 at 0 in. o.c. ---------------------- -.---------------------------------------- --------- Toe design I Reinforcing ------------------------------------ ----------------------------------- Toe length > .500 feet #4 at . 0 in. o.c. Max soil pressure> 1.279 ksf #5 at 0 in.. o.c. At face of wall > .961 ksf #6 at 0 in, o.c. M max. > .147 ft -kips #7 at 0 in. O.C. d > .000 inches #8 at 0 in. o.c. As mina > .000 in -2 I -------------------LONGITUDINAL FOOTING REINFORCEMENT ------------------- As min. > .864 in -2 5 "#4 bars 3 #5 bars 2 #6 bars 2 #7 bars 2 #8 bars -----------------------------LATERAL SLIDING ---------------------------- Rt > .000 kips/ft Rb > .427 kips/ft (4 Lateral sliding resistance > .449 kips/ft Lateral sliding resistance> .000 .000 kips/ft Allowable lateral passive pressure > .200 ksf/ft depth Lateral passive pressure provided > .178 kips/ft (Footing only> Net resistance provided > .627 kips/ft (Footing only> Concrete slab,at.base of wall ? > N Thickness > .000 inches Width of slab -> .000 feet Resistance provided by slab > .000 kips/ft . Total resistance > .627 kips/ft Factor of safety > 1.470 No good! 11)4) y, )i Sit Shear key must provide >.013�kips lateral resistance Equivalent depth of shear key > . 5.186 feet Qiaximum 15'> Allowable lateral passive pressure > 1.037 ksf <At base of key> Allowable lateral passive pressure > 1.054 ksf. <At bottom of key> Shear key required depth > 1.000 inches Shear key moment > .004 -ft-kips Shear key thickness. > .000 inches d > .000 inches As min. > .000 in -2 #4 at 0 in. o.c. . #5 at 0—in:"o.c. #6 at 0 in. o.c. #7 at 0 in. o.c. #8 at 0 in. o.c. ------------------------------------------------------------------------ 4 �s File >MASONRY3 9:02 AM 7/16/95. ------------------------------------------------------------------------ ,Rev 2-24-95 Masonry retaining wall ------------------------------------------------------------------------ Description » Cantilevered site retaining wall ------------------------------General data ------------------------------ Wall type > 2 1 => supported 2 => cantilevered Lateral load type> 2 1 => wind/earthquake. 2 => soil pressure Backfill slope '> 0 Horizontal '0 Vertical Special inspection (Y/N)? > N Masonry weight > .135 kcf Soil weight > .110 kcf -------------------------------- Loading--------------------------------- Wdl minimum > .000 kips/ft Wdl + W11 maximum > .000 kips/ft EFP > .030 kcf Sloping backfill surcharge> .000 kcf Total EFP > .036 kcf Surcharge Distance Surcharge P Comment to wall height .000 3.000 .000 Uniform lateral load - > .0000 ksf Earthquake/wind loading -----------------------Allowable design stresses ----------------------- -- ***Soil*** .. Class of materials > 7 User defined Input Allowable passive (vert.) > 1.500 ksf 1.500 Allowable passive (horiz.)> .200 ksf/ft depth .200 Lateral sliding coeff. > .350 .350 ***Masonry*** .***Concrete*** f'm > 1.500 ksi V c > 2.500 ksi Em > 1125000 ksi fy > 40.000 ksi Fs > 20.000 ksi Es > 30000000psi F',s > 16.000 ksi m' > 18.824 n. > 26.667 0 > .850 Fb max. > .250 ksi > .900 -------------------------------Wall data -------------------------------- Cantilevered wall may use varying thickness segments Height of retained earth Segment Ht.(feet) Ht.(feet) 1 .000 to 5.330 2 .000. to .000 3 .000 to .000 Total wall height > 5.330 <for wdl determination> Additional dead load > .000 kips/ft ----------------------------Wall reinforcing ---------------------------- Segment 1 - concrete d ------------------------------------------------------------------------ .. d > .000 inches Overload factor > 1.700 Live loads M > :757 ft -kips Mu > 1.287 ft -kips I� OMn > .000 ft -kips As.regd. > .000 in -2 Actual As > .000 in"2 Includes 33% increase Since p actual is less than p min.. Segment, 1 Nominal t t wdl 8.000 7.625 .457 Tension reinforcing Size I Spacing] d I %Min. I fm/Fb I fs/Fs I Us/F's ---------.I -------- I -------- 1- ----- I -------- I -------- I -------- I -------- Vertical 4 24.000 5.375 1.530 .957 .940 -- Boris. 4 16.000 1.236 --- --- --- Minimum development length. 19.000 inches Compression reinforcing Size I Spacing] d' I %Min. fm/Fb ( fs/Fs I Ps/F's Vertical 0 .000 .000 - - --- --- .000 --------------------------------------------------7--------------------- Segment 2 ------------------------------------------------------------------------ Nominal t t wdl .000. .000 .000 Tension reinforcing �. Size I Spacinqj d I %Min. I fm/Fb fs/Fs f's/F's .Vertical 0 .000 .000 .000 .000 .000 --- Boris. 0 .000 .000 --- --- --- Minimum development length> 19.000 inches Compression reinforcing Size I Spacing] . d' I $Min. I fm/Fb I fs/Fs .1 f's/F's --------- I -------- I -------- I -------- -------- I -------- I -------- I -------- Vertical 0 .000 .000 --- --- --- .000 ------------------------------------------------------------------------ Segment 3. ------------------ ------------ ---------------------------------------- Nominal t t wdl 000 .000 .000 Tension reinforcing Size I Spacing] d I %Min. I fm/Fb fs/Fs I f's/F's ----------------- 1- --- , --- I -------- I -------- I -------+------- -------- Vertical 0 .000 .000 .000 .000 .000 --- Boris. 0 .000 .000 --- --- Minimum development length> 19.000 inches Compression reinforcing Size I Spacing] d' I %Min. fm/Fb fs/Fs f's/F's Vertical 0 .000 .000 --- --- --- .000 ------------------------------FOOTING DATA -------------------------a----- Centered on footing ? • > n Enter alternate toe length> .000 feet Toe length > . .830 feet Safety factor > 2.418 Heel length > 1.785 feet Soil pressure > 1.470 (7 Minimum footing length > --- feet Actual footing length (L) > 3.250 feet Footing depth > 22.000 inches ----------------------OVERTURNING AND SOIL PRESSURE --------------------- Consider ftg depth for gross OTM and sliding ? (Y/N) > Y Overturning moment (OTM) > 1.838 ft -kips W Arm Moment ------------------------------------ ----------------------------------- Wdl-min. .000 kips 1.148 feet .000 ft -kips Wtl .000 kips 1.148 feet .000ft-kips. Segment 1 .457 kips 1.148 feet .525 ft -kips Segment 2..000 kips 1.148 feet .000 ft -kips Segment 3 .000 kips 1.148 feet .000 ft -kips Soil 1.046 kips 2.358 feet 2.467 ft -kips Footing .894 kips 1.625 feet 1.452 ft -kips --------------- ----------------------------------------------------- ZWdl min> 2.397 kips EMdl min> 4.444 ft -kips EWtI . > 2.397 kips EMtl > 4.444 ft -kips EMdl min/OTM > 2.418 > 1.5 <ok> Eccentricity (e) > .538 feet <A/2-(EM-OTM/EW)> L/6 > .542 feet L' > 3.261 feet <3*L/2-e> Resultant within middle third of footing Maximum soil pressure > 1.470 ksf. <EWtl/A + 6*Wdl*e/A-2> Minimum soil pressure > .005, ksf ----------------------------HEEL/TOE DESIGN ----------------------------- Jeel ------ ------------------------- design I --------------------------- Reinforcing Heel length > 1.785 feet #4 at 0 in. ------- o.c. M > .934 ft -kips #5 at 0 in. o.c.�^ o� ��fi 2 d .> .000 inches #6 at 0 in. o.c. -AJ As min. > .000 in -2 #7 at 0 in. o.c. ------------------------------------------------------------------------ #8 at 0 in. o.c. . Toe -----------------==-------------- design I ----------------------------------- " Reinforcing Toe length > .830 feet #4 at 0. in. o.c. Max soil pressure> 1.470 ksf ( #5 at 0 in.. o.c. At face of wall > 1.096 ksf #6 at 0 in. o.c. M max. > .463 ft -.kips #7 at 0 in. o.c. d > .000 inches #8 at . 0 in. o.c. As min. > .000 in -2 I -------------------LONGITUDINAL FOOTING REINFORCEMENT ------------------- As min. > 1.716 in -2 9 #4 bars 6 #5 bars 4 #6 bars 3 #7 bars 3 #8 bars -----------------------------LATERAL SLIDING ---------------------------- Rt > .000 kips/ft Rb. > .770 kips/ft 1� Lateral sliding resistance > .839 kips/ft Lateral sliding resistance> .000 .000 kips/ft Allowable lateral passive pressure > ..200 ksf/ft depth Lateral passive pressure provided > .336 kips/ft <Footing only> Net resistance provided > 1.175 kips/ft <Footing only> Concrete slab at base of wall ? > N Thickness > .000 inches Width of slab "> .000 feet Resistance provided by slab > .000 kips/ft . Total resistance > 1.175 kips/ft Factor of safety > 1.527 <OR> Shear key must provide > -.021 kips lateral resistance Equivalent depth of shear key > 6.706 feet <Maximum 15'> Allowable lateral passive pressure > 1.341 ksf <At base of key> Allowable lateral passive pressure > 1.341 ksf <At bottom of key> Shear key required depth > .000 inches Shear key moment > .000 ft -kips Shear key thickness > .000 inches d > .000 inches, As min. > .000 in'2 $4 at'. 0 in. o.c. $5 at 0—in.—o. c: #6 at 0 in. o.c. #7 at 0 in. o.c. $8 at 0 in. o.c. ------------------------------------------------------------------------ 4 • 19 VERTICAL REINFORCING SEE SCHEDULE WELL-DRAMED BACKFILL — M%M LOXGIT. FTG. REINF. KEY CANT. RET. WALL 'C F_402= /--,HORIZONTAL VERTICAL DOUELS REINFORCING SEE SCHEME SEE SCHEDULE goo -00 .� ORAN TO DAYLIGHT �I1 NSVERSE FOOTING Ped 90 / • i 1900 ;,?e UMSTURBEDAm LOXGIT. FTG. REINF. KEY CANT. RET. WALL 'C F_402= O �i r T 70 rri1— .a 0 �a RETAINED a HEIGHT (FEET) WALL THICKNESS (IN.) cp cn 'd' (IN.) A (IN.) N W 'B' (IN.) �'- 'C' (IN.) F + * -1P VERTICAL DOWELS N N VERTICAL REINFORCING n -� -E HORIZONTAL c i�: REINFORCING TRANSVERSE FOOTING REINFORCING � a LONGITUDINAL FOOTING REINFORCING I KEY DEPTH (IN.) N G- N N FTG DEPTH (IN.) COUNTY OF BUTTE - DEPARTMENT OF DEVE-IOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT N APPLICATION AND PERMIT 94-32 s ASgESiOR PARCEL NUMBER c� 300-008 ZONING969 RT1 BUILDING PERMIT OWNER TELEPHONE HN OWNER'S MAILING ADDRESSBULRIGE —367-4989 12050 HAVANA AVE SYLMORE-CA 91 2 SQ, FT. OCC. BUILDING VALUATION 122,310.00 771 M 13 878.00 CONTRACTOR'S NAME n2574 TELEPHONE _ i 12 012.00 CONTRACTOR'S MAILING ADDRESS 5263 ROY OAKS DR ORO 114 0 798.00 Fireplace 9 11 All 3,000.00 -A-1- CONSTRUCTION LENDER UNKNOWN Total Valuation Is 151.998.00 LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ 821.90 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ 0 Penalty $ BUILDING ADDRESS 6470 I-A.12KH11-1 DR PERMIT FEE $ 398p C] . OROVII.LE, 9:5966 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP 40110 Water piping 15.00 19,on Each gas water heater or vent 15.00 USE OF STRUCTURE SF ( Duplex O Mobilehome O Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New C� Addition O Remodel 1:1Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM PERMIT FEE $ 148 00 Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( BOOV OR LESS ) 2ODA OR LESS 23.00 23 00 Main Service ( 200A TO IOOOA ) 46.00 NEW CONST. DWELLING OCCP. OR ADDNS. ( & ACC. BLDS.U) S 3.5C ST-.' CONTRACTORS LICENSE LAW I decl nder penalty of perjury (check one) 0-1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my . ense is in full force and effect.FIXED License No. ` 33 Classification O I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O lam exempt under Sec. , Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET •NON.RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup.. ( OUTLET OR FI%TURES ) 20 @ 1.00 BAL. 50 APPLNS. OR Ex. Occup. ( OUTLETS (RESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 R, WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ T permit is for $100.00 (valuation) or less. gVrhave placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling 20.00 Hood 6.50 Ventilation PERMIT FEE $ 6600 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and exp s which may in any way accrue against said County in consequen of t e granti g o this permit. X Date �— Z�ZThis Signatu of pplicant - O Owner O Contractor gent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in heigh . 41/� !!_IL Mobile Home Installation Fee $ Energy Inspection Fee $ 46 00 occ CONST. TYPE TOTAL FEE $ HAZ. F IMP FLOOD COF PARCEL PO D U •-- -- X X -- permit is hereby issued under the applicable provisions of th Butte Co�,'% ty Code and/or Resolutions to do work in d' at d a ve which fees have been paid. BY Date /34 7 6 _ P MIT EXPIRES ON 2 Z% [Date) /n Receipt No. ' / / P9: S© WHITE-D.D.S.-B.D. CANARY -ASSESSOR PI -INSPECTOR • GOLDENROD -APPLICANT 0 NTY OF BUTTE - DEPARTMENT OF DEVELOPMENT - (� l' ENT SERVICES BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT �� ^ -23— ASSESSOR PARCEL NUMBERo _ T C//lyJ) ZONING BUILDING PERMIT OWNER v f e LEPHONE _ SO. FT. OC BUILDING VALUATION OWNER'S MAID ADORE 2 c7 �on�o e a0,� oo . J oz U ZZ If a (yV ONTRlyC S N P� S S TELEPHO zs o CON AACTO FMS MAILING ADDRESS - o !(JlJ n. ` fireplace f // o CONSTRUCTION LENDER UNKNOWN TOteI VelUetlOn $ LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee S 3• ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee Q!y$ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS / aU�/i PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 (� Solar or heat pump water heater 23.00 lOT SUBDIVISION'S NAME � P EL MAP / 1� Water piping 15.00 5.O(7 EaZb-eas—watgr heater of vent 15.00 USE of STRUC E SF Duplex O Mobilehome ❑ Other SPECIFY Ga utlets 15.00 Building sewer 15.00 , Mobile Home S G W @20.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ DescribeWork: PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service( OR LESS ( 200A OR LESS ) 23.00 O Main Service ( 200A TO IOOOA ) 46.00 NEW CONST. ( DWELLING OCCUP. OR ADONS, 6 ACC. BLDS. 3.5C CONTRACTORS LICENSE LAW declare under penalty of perjury (check one) ❑ I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sale compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ I am exempt under Sec. Business and Professions Code forthis reason WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. NEW CONST. MULTI.OUTLET RANCH NONRESID. ( BRANCH CIRCUITS ) CIRCUITS r @7.50 1O US (8 SINGLE OUTLET CIR. ) Ex. Occup. ( OUTLET OR FIXTURES BAL. 50 FIXED APPwS. OR Ex. Occup. ( OUTLETS IRESID.1 EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 Q PERMIT FEE $ r Contractor o25 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling 19 100 Hood 6.50 6, Ventilation .j PERMIT FEE $ I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the. County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue ains said County in consequence of the granting of this permit. X Date V Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Contractor Mobile Home Installation Fee $ Energy Inspection Fee $ CONST. Y TOTAL FE , HA 0. FEES IMP F1 O CDF PARCEL PD HD ISSUE �. This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. BY Date PERMIT EXPIRES ON lOerel Receipt No. t 7o iid 7 WHITE-D.O.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT w^ d+'"+"°Ai+lt�7Y"7'+WtKP'_"iM7"t3LltfWri�M"'•' r � t� ..e.ecyr !C —h .+;rc� u � i+FiT: tv _+•Try .fir j�,��'KN7f"H'r't••�+�p`i +o Vit•: IT i COUNTYOF BUTTE - DEPARTMENTOF.DEVELOPMENT SERVICES - BUILDING DIVISION OWNER 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET AWVAa Proposed Building Use Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ....................................... . 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... Complete plans, 3/4 sets, signed by preparer of plans . ...................... Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. azardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. . Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... Mobilehome data and manufacturer's installation instructions, 2 sets. ....... . Fees of $ a 3 ......................................... ,T ''Impact fees as shown on attached schedule. y a' 12. California Department of Forestry�plan approval/"�../��7,l'S� 3. Flood elevation letter (100 year flood) by California Engineer ................... . Sanitation and plot plan approval LOA PO 0 Health Department. ............ TZL 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: 1& Contact Land Development about (A) Improvements (B) Drainage. Driveway permit (construction approval required prior to occupancy)./{{//YY. .. Pft[eZ k; req.lieff 20. Pre -inspection for required. .. to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to owner , Mail to owner _) ............ 4. Recorded copy of Agricultural Acknowledgement Statement . .................. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ........................................ . 28. Mobilehome utility clearance . ..................:...................... . 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When y sue the permit, procqss as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at O/L 0 office. Deliver with inspector. Other Parcel Creation 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 1. Index permit for above ite 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 _ phonemail Counter by _ Date Plans checked by Date Plans approved by{C� Date% Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUN'T'Y OF BUTTE — DEPARTMENT OF DEVELOPMENT SEBVI(M - BUILDING DIVISION 7 CO ENTER DRIVE, OROVILLE CA 95965— TELEPHONE (916)'838-7541---- OWNER 916) 538-7541 OWNER PROPOSED BUILDING USE SCHOOL DISTRICT FEES paid at District Office)..........I............... 2. SHERIFF FEES (paid at Building Department) Residential.. x _$ unit amt. Commercial (sgft) x =$ sq.ft. amt. 3. URBAN AREA FEES (paid at Building Department) Residential (per unit) x = $ # units amt. A.P.. # DATE- ..... REC. # DATE REC Commercial (per sq.ft) x =$ sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office)........ ............... 5. DRAINAGE DISTRICT FEES (Contact Land Development Division) .............. _§16. SRA FIRE INSPEC'T'ION AND PLAN CHECK = $89.00...... Ma (paid at Building Department) 7. OTHER 8. OTTER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE Building Division FOR RE. DENT A . DEU-1,0PNIENT Section 26-8.1 of the Butte County Code regtdres thls acknowledgement be recorded prior to issuancr. of a buildiq pernut. DEC27199-AT The property described herein is adjacent to land or Included 94-05186 within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort arising from the use of aglicultural chemicals, NOT COMPARED WITH including, but not limited to herbicides, pesticides, and ORIGINAL DOCUME1NT fertilizers; and from the pttrsult of agriculhtra.l operations including, but notlimitedto cultivation, {lowing, spcaying, pruniq, and harvesting which occ4tsiorwly generate dust,smoke, Aoise, and odor, Butte 0ounry has established agricultural zones which have as a priority use for productive agricultural ptrWw and residents within said zones and on adjacent proprrty tihotrJd be prepared to accept such inconvenience of discomfort from normal, necessary farm operations. All that real property siniate in the County of Bu'(te., State of California, described as follows: Lot 461, Unit 4C, Kelly Ridge Estates Subdivision, more commonly known as 6470 Jack Hill Dr,, Oroville, Ca. Date: i I V (-- 11 4 State of Cal Ifo An ) County of l On � -/ before me, �1 personal) apl;'earred _1 , k_h k1 PROPERTY OWNERS: -4 personally known tome (or proved to me on the bask of sAtisfnctory evidence) to be the person(s) whose name(s) is/are subscribed to the Nithin iltstr-umenl Antl uckno%%,Ivtlyierl In nrt� thtitl he+/sh��Jtht} executed the same in his/her/their authorized capacity(les), and that by his/her/tIlelr slyn;jturrfs) on 111 lnstrunicnt, the person(s), or the entity ttpon behair of which the person(s) acted, executed the Instrument. WITNESS my hand and offlcj4d' seal. Signature n A.P. 11069- 3 CC) - OD8 F7 V1DA V. MENENDEZ s��►1; COMM. i 1022177 '� Y Notary Public — CGIROm10 w Comm. Expires OCT 19.1998 — PERMIT NO: 57-94 Lake Oroville Area Public Utility District 1960 Erin street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the -Butte County -Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: December 13, 1994 Applicant: John -Bu-rz�e (Better Builders) /�Iz/Pe Applicant Address: 12050 Havana Ave, Sylmar, CA 91342 Applicant Phone No.: (818)367-4989 Property Location (S): 6470 Ja:ckhill Dr., Oroville, CA 95966 Kelly Ridge Estates Unit 4C Lot 461 A. P. No. (s): Fees due: 069-300-008-0. All Fees Paid. Application for service approved: PUBLIC Inspection(s) made and successful test(s) observed: Location: M VILLE AREA CITY DISTRICT Date: Lake Oroville Area Public Utility District release to close permit: Date: By: �^Y.ysy� cZ sr+1r7fi�• , 3Y 4:�i. Y; . _ a � • 7'ii' r BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM ti (One Form Per Building) �r School District f! ` ,•4cov� /!7,','` Wg pZ� se's Building Department No. A.P. Number Jurisdiction ❑ City J?1'*"`County Property Owner Property Location/ ddress %�(� ��'0��� Subdivison s, Lot No. / Residential Development ❑ ❑ Sq, Footage • No. of Living MHI Addition (Group R) Units Commercial/Industrial ❑ 0 Sq. Footage ' New 'Addition (Including Exterior R ofed A as) Building De artment Repp entative Date (Floor Plans reviewed by School District Personnel) District Identification No. % 9� School District certifies that (Applicant) (Street Address) .(City) (Phone Number) yF014 (Zip Code) has complied with the requirements of Resolution No. by payment of $ representing square: feet. ❑ Check here if fee received represents "Full Mitigation". School District Representative. Date Paid by Check # Remarks: &:` Bank Number Paid by Cash-. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmk.f (4/94) a, RESIDENTIAL. PLAN"CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) ` Bldg. Permit # OWNER A.P. # 44 kg-:�rel Zf Plan Checker ° GENERAL Pl ards and number of ning requirements: (side yards permitted living units). luation. ans signed by designer. ' oper description of work on application. isting violations on property. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). Recorded notice of violation. PLOT PLAN Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. Flood hazard. - Special conditions on creation map, (noise, ustible, and foundations). FAU & FAS road setback. CDF, fire sprinklers, non -comb - Building or utilities across lot lines (Record form). Fi.nnR PLAY Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). ' uman impact glass (Sec. 5406). �/ Required room sizes, ceiling heights (Sec. 1207). �GFCIs in baths, garage, kitchen, and exterior outlets (Article 210-8). ':'—Light fixtures, switches, receptacles, and exterior receptacles for main- tenance of mechanical equipment. cations of water heater, heating and cooling equipment, other electrical or gas equipment. O. GG rage firewall, door size, and closer (Sec. 503(d)(3)). 1 - 3'0" exterior exit door (sec. 3304 M. Fireplace and wood stove location, alcoves, and clearance. 3• Smoke detectors (Sec. 1210). 14—."Plumbing fixtures, water closet clearances and shower size. STRUCTURAL'DETAILS Standard bracing or engineered design (Table 25V) Unusual shape, size, or split level house requiring lateral design. L.Elevations erestory requiring balloon framing and/or engineering. ree story building requiring engineered calculations and plans. undation plan complete enough to construct building. oor construction details complete enough to construct building. and wall construction details complete enough to construct building' of construction details complete enough to construct building. replace construction details and calcs if necessary. fter ties or bearing ridge beam. -Garage door or porch header sizes. x1 Stud heights. ' Adobe soils - special foundation design. Retaining walls requiring design. Spec spection required. 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR •Stairway details: landings, rise and run, head clearance, handrails (Sec.. 3306) . Guardrail details (Sec. 1711 & 3306(j). Brick or stone veneer (Chapter 30). xterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof convering (Chapter 32). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. 0. Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). P*A ttic access and ventilation (Sec. 3205). nderfloor access and ventilation (Sec. 2516). ombustion air for fuel burning appliances - L.P.G. requirements. oise requirements on duplexes. Energy design. . lashing at all exterior openings. �C� DF responsible area -requirements. TABLE OF CONTENTS TOC Project Title.......... Residence for Bulrice Date........ 12/07/94 Project Address........ Lot 461 -Jack Hill Dr. Oroville - Documentation Author... Neal Kuopus Building Permit Company ................ CALCTECH S Telephone .............. (916) 589-4219 Plan Check Date Compliance Method...... MICROPAS4 by Enercomp, Inc. Field Check/ Date Climate Zone........... 11 MICROPAS4 v4.02 File-BULRICEC 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 ................. 10 HVAC SIZING ............... 17 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Residence for Bulrice Date........ 12/07/94 Project Address........ Lot 461 -Jack Hill Dr. Oroville Documentation Author... Neal Kuopus Company ................ CALCTECH Telephone .............. (916) 589-4219 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS4 v4.02 File-BULRICEC Wth-CTZ11S92 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence GENERAL INFORMATION Conditioned Floor Area..... 2265 sf Building Type... ........... Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 109 deg (E) Number of Dwelling Units... 1 Number of Stories.. ...... 2 Floor Construction Type.... Raised Floor (Package E) BUILDING SHELL INSULATION ..:.Component Insulation Assembly Type R -value U -Value Location/Comments Wall 023 0.048 FRONT, FRONT BAY, LEFT BAY, RIGHT, BACK LEFT Wal lR X13 0.084 STORAGE rDoor IR 00.330 STORAGE, TO GARAGE Wall R-1� �R=3 0.063 TO GARAGE '. Wall 0.084 RETG. WALL S1abEdge R-0 0.900 SLAB EDGE S1abEdge R-0 0.720 SLAB EDGE S1abEdge R-0 0.550 SLAB EDGE SlabEdge R-0 0.500 SLAB EDGE F1oorExt -9 0.043 TO GAR. & STOR Roof E-3LQ 0.025 FLAT CEILING Floor R-0 0.188 COMMON FLOOR Wall R-0 20.000 NONCLOSABLE OPENING FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type Door Front (E) 20.0 0.550 2 Drapes.Std None Yes Glz<50% Window Front (E) 56.7 0.510 2 Drapes.Std None Yes Vinyl Window Right (NE) 22.0 0.510 2 Drapes.Std None Yes Vinyl Window Front (SE) 22.0 0.510 2 Drapes.Std None Yes Vinyl Window Right (N) 49.0 0.510 2 Drapes.Std None None Vinyl Door Front (E) 120.0 0.510 2 Drapes.Std None Yes Vinyl Door Right (N) 17.8 0.550 2 Drapes.Std None None Glz<50% -Window Back (W) 68.0 0.510 2 Drapes.Std None Yes Vinyl Door Back (W) 17.8 0.550 2 Drapes.Std None Yes Glz<50% Window Left (S) 12.0 0.510 2 Drapes.Std None None Vinyl CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Residence for Bulrice Date........ 12/07/94 MICROPAS4 v4.02 File-BULRICEC Wth-CTZ11S92 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence THERMAL MASS Area Thickness Type Exposed (sf) (in) Location/Comments S1abOnGrade Yes S1abOnGrade No InteriorHorz Yes 58 3.5 Exposed 668 3.5 Covered 22 1.0 Tile Floor WATER HEATING SYSTEMS Thermostat Type Setback Setback Setback Setback Number Tank External in Energy Size • Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Eleetr-ic— Standar_d SPECIAL FEATURES/REMARKS R-4.2 duct insulation required R-19 floor insulation required per Form 3 at Garage to Upper R-13 wall insulation required per Form 3 at Storage to Lower R-19 wall insulation required per Form 3 at Garage to Lower R-24 wall insulation required per Form 3 at Exterior walls R-38 ceiling insulation required per Form 3 Glazing U -values per MFR'S. NFRC testing & certification Viking 8000 vinyl frame dual -pane clear glazing required per plan HP.8.75SPLIT: LENNOX HP21-511 w/ 8.75HSPF at 41,000 Btu/hr. HP.16.SPLIT: LENNOX CB21-511 w/ 16.OSEER at 44,500 Btu/hr. Split system using thermostatically controlled duct damper HWH: State electric per report HVAC SYSTEMS Minimum Duct Duct Equipment Type Efficiency Location R -value HPSplit x8:`7-5–HSPF Attic R-4.2 HPSplit 16.00'(SEER Attic R-4.2 HPSplit 8.75 HSPF Attic R-4.2 HPSplit 10JSEER Attic R-4.2 WATER HEATING SYSTEMS Thermostat Type Setback Setback Setback Setback Number Tank External in Energy Size • Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Eleetr-ic— Standar_d SPECIAL FEATURES/REMARKS R-4.2 duct insulation required R-19 floor insulation required per Form 3 at Garage to Upper R-13 wall insulation required per Form 3 at Storage to Lower R-19 wall insulation required per Form 3 at Garage to Lower R-24 wall insulation required per Form 3 at Exterior walls R-38 ceiling insulation required per Form 3 Glazing U -values per MFR'S. NFRC testing & certification Viking 8000 vinyl frame dual -pane clear glazing required per plan HP.8.75SPLIT: LENNOX HP21-511 w/ 8.75HSPF at 41,000 Btu/hr. HP.16.SPLIT: LENNOX CB21-511 w/ 16.OSEER at 44,500 Btu/hr. Split system using thermostatically controlled duct damper HWH: State electric per report CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Residence for Bulrice Date........ 12/07/94 MICROPAS4 v4.02 File-BULRICEC Wth-CTZ11S92 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 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name.... John Starr / Company. Better Builders Const. Address. 5263 Royal Oaks Dr. Oroville, CA 95966 Phone... (916) 589-2574 License. 323225 ----Signed. (date) ENFORCEMENT AGENCY Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Neal Kuopus Company. CALCTECH Address. 27 Wahoo Ave. Oroville, CA 95966 Phone... (916) 589-4219 Signed.. &L (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... Residence for Bulrice Date........ 12/07/94 Project Address........ Lot 461 -Jack Hill Dr. Oroville Documentation Author... Neal Kuopus Company ................ CALCTECH Telephone .............. (916) 589-4219 Compliance Method...... MICROPAS4 by Enercpmp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS4 v4.02 File-BULRICEC 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 Minimum R-19 ceiling insulation. ..-39, 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c) : Minimum R-13 wall insulation in framed walls jL-131Igov,24- (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; .'. minimum R-8 in concrete raised floors. p(I II .150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 ' perm/inch.lL .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. E Vapor barriers mandatory in Climate Zones 14 and 16 150onY• Ng): 150(f): Special infiltration barrier installed to comply with .- Sec. 151 meets CEC quality standards. yjk� 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door �9!E b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning allowed. gas pilots y MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... Residence for Bulrice Date........ 12/07/94 MICROPAS4 v4.02 File-BULRICEC Wth-CTZ11S92 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(1): 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 ��L hot water tank. ---*%50(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. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually `i��%L operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 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 Bulrice Date........ 12/07/94 Project Address........ Lot 461 -Jack Hill Dr. Oroville Documentation Author... Neal Kuopus Company ................ CALCTECH Telephone .............. (916) 589-4219 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS4 v4.02 File-BULRICEC Wth-CTZ11S92 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence MICROPAS4 ENERGY USE SUMMARY 8.0 Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 17.01 12.12 4.89 Space Cooling.......... 12.27 4.80 7.47 Water Heating.......... 11.03 21.42 -10.39- 10.39Total Total 40.31 38.34 1.97 *** 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 Ceiling Height..... Floor Area Zone Type (sf) LOWER Residence UPPER Residence 2265 sf Single Family Detached New Front Facing 109 deg (E) 1 2 ReducedYear Raised Floor (Package E) 2 18120 cf 1496 sf 725 sf 725 sf 17.9 % of FA 8 ft BUILDING ZONE INFORMATION # of Vent Special Volume Dwell Cond- Thermostat Height Vent Area (cf) Units itioned Type (ft) (sf) 747 5976 1518 12144 0.33 Yes Setback 8.0 n/a 0.67 Yes Setback 8.0 n/a COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... Residence for Bulrice Date........ 12/07/94 MICROPAS4 v4.02 File-BULRICEC Wth-CTZllS92 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 LOWER 1 Wall 128 0.048 R-23 109 90 Yes S5.19.2X6.16 FRONT 2 Wall 22 0.048 R-23 64 90 Yes S5.19.2X6.16 FRONT BAY 3 Wall 22 0.048 R-23 154 90 Yes S5.19.2X6.16 LEFT BAY 4 Wall 173 0.048 R-23 19 90 Yes 55.19.2X6.16 RIGHT 5 Wall 189 0.084 R-13 289 90 No GW.13.2X4.16 STORAGE 6 Door 18 0.330 R-0 289 90 No None STORAGE 7 Wall 135 0.063 R-19 199 90 No GW.19.2X6.16 TO GARAGE 8 Door 18 0.330 R-0 199 90 No None TO GARAGE 9 Wall 175 0.084 R-3 289 90 No RET.5.2X2.16 RETG. WALL UPPER 14 Wall 211 0.048 R-23 109 90 Yes 55.19.2X6.16 FRONT 15 Wall 24 0.048 R-23 64 90 Yes 55.19.2X6.16 FRONT BAY 16 Wall 24 0.048 R-23 154' 90 Yes 55.19.2X6.16 LEFT BAY -- ---Wall 192 0.048 R-23 19 90 Yes S5.19.2X6.16 RIGHT -.18 -Wall 310 0.048 R-23 289 90 Yes 55.19.2X6.16 BACK 19 Wall 228 0.048 R-23 199 90 Yes 55.19.2X6.16 LEFT 20 F1oorExt 771 0.043 R-19 0 0 No FXG19.2X8.24 TO GAR. & STOR 21 Roof 1518 0.025 R-38 0 0 Yes R.38.2X4.24 FLAT CEILING PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments LOWER 10 SlabEdge 10 0.900 R-0 No SLAB EDGE ' 11 SlabEdge 51 0.720 R-0 No SLAB EDGE 12 SlabEdge 9 0.550 R-0 No SLAB EDGE 13 SlabEdge 36 0.500 R-0 No SLAB EDGE 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 LOWER 1 Door 20.0 2 Glz<50% Hinged 0.550 109 90 0.88 0.78 Drapes.Std 2 Window 20.0 2 Vinyl Slider 0.510 109 90 0.88 0.78 Drapes.Std 3 Window 20.0 2 Vinyl Slider 0.510 109 90 0.88 0.78 Drapes.Std 4 Window 12.0 2 Vinyl Slider 0.510 64 90 0.88 0.78 Drapes.Std 5 Window 12.0 2 Vinyl Slider 0.510 154 90 0.88 0.78 Drapes.Std 6 -Window 19.0 2 Vinyl Slider 0.510 19 90 0.88 0.78 Drapes.Std UPPER •7 Door 120.0 2 Vinyl Slider 0.510 109 90 0.88 0.78 Drapes.Std 8 Window 16.7 2 Vinyl Slider 0.510 109 90 0.88 0.78 Drapes.Std 19'Window 10.0 2 Vinyl Slider 0.510 64 90 0.88 0.78 Drapes.Std .l0 Window 10.0 2 Vinyl Slider 0.510 154 90 0.88 0.78 Drapes.Std 11 Door 17.8 2 Glz<50% Hinged 0.550 19 90 0.88 0.78 Drapes.Std 12 Window 30.0 2 Vinyl Slider 0.510 19 90 0.88 0.78 Drapes.Std COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... Residence for Bulrice Date........ 12/07/94 MICROPAS4 v4.02 File-BULRICEC Wth-CTZ11S92 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence FENESTRATION SURFACES LOWER -1 S1abOnGrade 58 3.5 28.0 0.98 R-0.0 Exposed "2 S1abOnGrade 668 3.5 28.0 0.98 R-2.0. Covered 3 InteriorHorz 22 1.0 24.0 0.67 R-0.0 Tile Floor # 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 13 Window 20.0 2 Vinyl Slider 0.510 289 90 0.88 0.78 Drapes.Std 14 Window 24.0 2 Vinyl Slider 0.510 289 90 0.88 0.78 Drapes.Std 15 Door 17.8 2 Glz<50% Hinged 0.550 289 90 0.88 0.78 Drapes.Std 16 Window 12.0 2 Vinyl Slider 0.510 289 90 0.88 0.78 Drapes.Std 17 Window 12.0 2 Vinyl Slider 0.510 289 90 0.88 0.78 Drapes.Std 18 Window 12.0 2 Vinyl Slider 0.510 199 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 ---�wER -� Door 20.0 6.7 3 10 1 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 20.0 4 5 10 1 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 20.0 4 5 7 1 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window -12.0 4 3 6.7 1.2 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 12.0 4 3 12 1 n/a n/a n/a n/a n/a n/a n/a n/a UPPER :47 Door 120.0 6.7 9 10 0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 16.7 3.4 5 7 0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 10.0 3.4 3 2 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 10.0 3.4 3 12 0 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 20.0 5 2 2 0.4 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 24.0 4 6 2 0.4 n/a n/a n/a n/a n/a n/a n/a n/a 15 Door 17.8 6.7 2.7 2 0.4 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 12.0 3 4 2 0.4 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 12.0 4 3 2 0.4 n/a n/a n/a n/a n/a n/a n/a n/a INTER -ZONE SURFACES Area Insul Form 3 `.Surface (sf) U -value R-val Reference Location/Comments i LOWER/UPPER 1 Floor 1518 0.188 R-0 FI.0.2X6.24 COMMON FLOOR ,�,.2 Wall 24 20.000 R-0 None NONCLOSABLE OPENING THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments LOWER -1 S1abOnGrade 58 3.5 28.0 0.98 R-0.0 Exposed "2 S1abOnGrade 668 3.5 28.0 0.98 R-2.0. Covered 3 InteriorHorz 22 1.0 24.0 0.67 R-0.0 Tile Floor COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... Residence for Bulrice Date........ 12/07/94 MICROPAS4 v4.02 File-BULRICEC Wth-CTZ11S92 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence System Type HVAC SYSTEMS Minimum Efficiency Duct Location Duct Duct R -value Efficiency LOWER HPSplit 8.75 HSPF Attic R-4.2 0.880 HPSplit 16.00 SEER Attic R-4.2 0.870 UPPER HPSplit 8.75 HSPF Attic R-4.2 0.880 HPSplit 16.00 SEER Attic R-4.2 0.870 WATER HEATING SYSTEMS Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) 1 Storage Electric " Standard 1 0.90 52 SPECIAL FEATURES/REMARKS R-4.2 duct insulation required R-19 floor insulation required per Form 3 at Garage to Upper R-13 wall insulation required per Form 3 at Storage to Lower R-19 wall insulation required per Form 3 at Garage to Lower R=24 wall insulation required per Form 3 at Exterior walls R=38 ceiling insulation required per Form 3 Glazing U -values per MFR'S. NFRC testing & certification Viking 8000 vinyl frame dual -pane clear glazing required per plan HP.8.75SPLIT: LENNOX HP21-511 w/ 8.75HSPF at 41,000 Btu/hr. HP.16.SPLIT: LENNOX CB21-511 w/ 16.OSEER at 44,500 Btu/hr. Split system using thermostatically controlled duct damper HWH: State electric per report External Insulation R -value R-0 CONSTRUCTION ASSEMBLY Page 10 3R Project Title.......... Residence for Bulrice Date........ 12/07/94 MICROPAS4 v4.02 File-BULRICEC Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name . S5.19.2X6.16 Description .... Wall R-23 2x6 16oc Type ........... Wall R -Value ........ 23 sf-F/Btuh Framing Material ..... FIR.2X6 Spacing ...... 16 inches on center Fraction ..... 0.15 Sketch of Construction Assembly 'LIST OF CONSTRUCTION COMPONENTS Material Name Description FILM. EX I.` STUCCO.O.50 2. BLUE.BOARD 3c. BATT.R19 3f. FIR.2X6 4. GYP.0.50 I.- FILM.IN.WLL Exterior air film: winter value 0.50 in stucco R-5.0 1 in. DOW CORNING SHEATHING R-19 batt insul (cavity = 5.5 in) 2x6 in fir framing 0.50 in gypsum or plaster board Inside air film: heat sideways FRAMING ADJUSTMENT CALCULATION Cavity Total Unadjusted R -Values Framing Cavity R -Value 0.17 0.13 5.00 17.80 0.45 n. SR Z4. Z.S Total U -Value: (1 / 24.23 x 0.85) + (1 / 11.88 x 0.15) = 0.048 Btuh/sf-F Total R -Value: 1 / 0.048 = 20.96 sf-F/Btuh Frame R -Value U.1/ 0.13 5.00 5.45 0.45 n.SR ll.UU CONSTRUCTION ASSEMBLY Page 11 3R Project Title.......... Residence for Bulrice Date........ 12/07/94 MICROPAS4 v4.02 File-BULRICEC Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name . GW.13.2X4.16 Description .... Wall R-13 2x4 16oc Type ........... Wall. R -Value ........ 13 sf-F/Btuh Framing Material ..... FIR.2X4 Spacing ...... 16 inches on center Fraction ..... 0.15 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Name Description Cavity Frame R -Value R -Value `O:' FILM.EX Exterior air film: winter value 0.17 0.17 11. GYP.0.63 0.625 in gypsum or plaster board 0.62 0.62 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3c. BATT.R13 R-13 batt insul (cavity = 3.5 in) 13.00 -- 3f. FIR.2X4 2x4 in fir framing -- 3.46 4. 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 i . FRAMING ADJUSTMENT CALCULATION i Cavity Total Unadjusted R -Values 14.9.8 5.44 Framing Total U -Value: (1 / 14.98 x 0.85) + (1 / 5.44 x 0.15) = 0.084 Btuh/sf-F Total R -Value: 1 / 0.084 = 11.86 sf-F/Btuh CONSTRUCTION ASSEMBLY Page 12 3R Project Title.......... Residence for Bulrice Date........ 12/07/94 MICROPAS4 v4.02 File-BULRICEC Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name . GW.19.2X6.16 Description .... Wall R-19 2x6 16oc Type ........... Wall R -Value ........ 19 sf-F/Btuh Framing Material ..... FIR.2X6 Spacing ...... 16 inches on center Fraction ..... 0.15. Sketch of.Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Name Description '0. FILM.EX Exterior air film: winter value •1. GYP.0.63 0.625 in gypsum or plaster board .:2. BLDG.PAPER Building paper (felt) 3c. BATT.R19 R-19 batt insul (cavity = 5.5 in) 3f. FIR.2X6 2x6 in fir framing 4. GYP.0.50 0.50 in gypsum or plaster board •I. FILM.IN.WLL Inside air film: heat sideways Total Unadjusted.R-Values FRAMING ADJUSTMENT CALCULATION i j Cavity r U -Value: (1 / 19.78 x 0.85) + (1 / Framing 7.42 x 0.15) _ Cavity Frame R -Value R -Value 0.17 0.17 0.62 0.62 0.06 0.06 17.80 -- -- 5.45 0.45 0.45 0.68 0.68 19.73 7.42 Total 0.063 Btuh/.sf-F Total R -Value: 1 / 0.063 = 15.83 sf-F/Btuh J CONSTRUCTION ASSEMBLY Page 13 3R Project Title.......... Residence for Bulrice Date........ 12/07/94 MICROPAS4 v4.02 File-BULRICEC Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name . RET.5.2X2.16 Description .... Ret'g. Wall R-5 2x2 16oc Type ........... Wall R -Value ........ 3 sf-F/Btuh Framing Material ..... FIR.2X2 Spacing ...... 16 inches on center Fraction ..... 0.15 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS 'i; Material Name Description _O:f FILM.IN.WLL Inside air film: heat sideways .1: BLOCK.8 8 in filled block .2c. BLUE.BOARD R-5.0 1 in. DOW CORNING SHEATHING 2f. FIR.2X2 2x2 in fir framing 3. AIR.WLL.0.50 1.5 in (approx) air space: heat sidewys 4. GYP.0.50 0.50 in gypsum or plaster board I. FILM.IN.WLL Inside air film: heat sideways Total Unadjusted R -Values FRAMING ADJUSTMENT CALCULATION Cavity t. Framing U -Value: (1 / 12.61 x 0.85) + (1 / 9.10 x 0.15) = Total R -Value: i Cavity Frame R -Value R -Value 0.68 0.68 5.03 5.03 5.00 -- -- 1.49 0.77 0.77 0.45 0.45 0.68 0.68 12.61 9.10 Total 0.084 Btuh/sf-F 1 / 0.084 = 11.92 sf-F/Btuh CONSTRUCTION ASSEMBLY Page 14 3R Project Title.......... Residence for Bulrice Date........ 12/07/94 MICROPAS4 v4.02 File-BULRICEC Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name . FXG19.2X8.24 Description .... Floor exp R-19 2x8 24oc Type ........... F1oorExt R -Value ........ 19 sf-F/Btuh Framing Material ..... FIR.2X8 Spacing ...... 24 inches on center Fraction ..... 0.07 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. GYP.0.63 0.625 in gypsum or plaster board 0.62 0.62 2c. AIR.FLR.3.50 3.5 in & greater air space: heat down 1.00 -- 2f. FIR.2X8 2x8 in fir framing -- 7.18 3c. BATT.RI9.0 R-19 batt insul (cavity > 5.5 in) 19.00 -- PLY.0.88 0.875 in plywood 1.09 1.09 .,4. .t5. 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 12.06 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 24.88 x 0.93) + (1 / 12.06 x 0.07) = 0.043 Btuh/sf-F Total R -Value: 1 / 0.043 = 23.16 sf-F/Btuh CONSTRUCTION ASSEMBLY Page 15 3R Project Title.......... Residence for Bulrice Date........ 12/07/94 MICROPAS4 v4.02 File-BULRICEC Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence . Reference Name . R.38.2X4.24 Description .... Roof R-38 2x4 24oc Type ........... Roof R -Value ........ 38 sf-F/Btuh Framing Material ..... FIR.2X4 Spacing ...... 24 inches on center Fraction ..... 0.07 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Name Description 0.. FILM.EX SHNGL.ASPHLT " 2.. BLDG.PAPER .3. PLY.0.50 4. AIR.RF.3.50 15. BATT.R27.0 6c. BATT.RII.0 6f. FIR.2X4 7'. GYP . 0.5 0 .I. FILM.IN.RF Cavity Frame R -Value R -Value Exterior air film: winter value 0.17 0.17 Asphault shingle roofing 0.44 0.44 Building paper (felt) 0.06 0.06 0.50 in plywood 0.62 0.62 3.5 in & greater air space: heat flow up 0.80 0.80 R-27 batt insulation 27.00 27.00 R-11 batt insul (cavity > 3.5 in) 11.00 -- 2x4 in fir framing -- 3.46 0.50 in gypsum or plaster board 0.45 0.45 Inside air film: heat flow straight up 0.61 0.61 FRAMING ADJUSTMENT CALCULATION Cavity 4 ' Total Unadjusted R -Values 41.15 33.62 Framing Total ti -Value: (1 / 41.15 x 0.93) + (1 / 33.62 x 0.07) = 0.025 Btuh/sf-F Total R -Value: 1 / 0.025 = 40.51 sf-F/Btuh CONSTRUCTION ASSEMBLY Page 16 3R Project Title.......... Residence for Bulrice Date........ 12/07/94 MICROPAS4 v4.02 File-BULRICEC Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name . FI.0.2X6.24 Description .... Floor Int. R-0 2x6 24oc Type ........... Floor R -Value ........ 0 sf=F/Btuh Framing Material ..... FIR.2X6 Spacing ...... 24 inches on center Fraction ..... 0.07 Sketch of Construction Assembly. LIST OF CONSTRUCTION COMPONENTS Material Name Description. Cavity Frame R -Value R -Value 0. FILM.IN.FLR Inside air film: heat flow down 0.92 0.92 1. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 2c. RO.PLACEHOLD R-0 PLACE HOLDER 0.00 -- 2f. FIR.2X6 2x6 in fir framing -- 5.45 3. PLY.0.63 0.625 in plywood 0.77 0.77 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 5.14 10.59 FRAMING ADJUSTMENT CALCULATION Cavity U=Value: (1 / Total R -Value: Framing Total 5.14 x 0.93) + (1 / 10.59 x 0.07) = 0.188 Btuh/sf-F 1 / 0.188 = 5.33 sf-F/Btuh HVAC SIZING Page 17 HVAC Project Title.......... Residence for Bulrice Date........ 12/07/94 Project Address........ Lot 461 -Jack Hill Dr. Oroville Documentation Author... Neal Kuopus Company ................ CALCTECH Telephone .............. (916) 589-4219 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS4 v4.02 File-BULRICEC Wth-CTZllS92 Program -HVAC SIZING User#-MP1320 User-CALCTECH Run -Proposed Residence GENERAL INFORMATION Floor Area ................. Volume.. .. ............ Front Orientation.......... Sizing Location............ Latitude... .... ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range..... ............... Interior Shading Used Exterior Shading Used...... ,., Overhang Shading Used...... Latent Load Fraction....... Description 2265 sf 18120 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 109 deg (E) Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 10155 4598 Glazing Conduction ............... 8357 5432 Glazing Solar .................... n/a 15866 Infiltration ..................... 10307 4232 Internal Gain .................... n/a 1650 Ducts ............................ 2882 3178 Sensible Load .................... 31701 34956 �_. Latent Load ...................... n/a 6991 Minimum Total Load 31701 41947 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. HVAC SIZING Page 18 HVAC Project Title.......... Residence for Bulrice Date........ 12/07/94 MICROPAS4 v4.02 File-BULRICEC Wth-CTZ11S92 Program -HVAC SIZING User#-MP1320 User-CALCTECH Run -Proposed Residence HEATING AND COOLING LOAD SUMMARY BY ZONE ZONE 'LOWER' Floor Area ....................... 747 sf Volume........ ................... 5976 cf Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 5436 1218 Glazing Conduction ............... 2133 1387 Glazing Solar .................... n/a 3704 Infiltration ..................... 3399 1396 Internal Gain .................... n/a 545 Ducts ............................ 1097 825 Sensible Load .................... 12065 9073 p►�•••� Latent Load ...................... n/a 1815 Minimum Zone Load 12065 10888 ZONE 'UPPER' Floor Area ....................... 1518 sf Volume ........................... 12144 cf Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 4719 3380 Glazing Conduction ............... 6224 4046 Glazing Solar .................... n/a 12162 Infiltration ..................... 6908 2836 Internal Gain .................... n/a 1106 Ducts ............................ 1785 2353 Sensible Load .................... 19636 25883 Latent Load ...................... n/a 5177 Minimum Zone Load 19636 31059 -Job number >> Eq 4 13? 9:33 AM 12/ 9/94 Structural calculations for Project >>Bulrice Plan )> Name >>Better Builders Construction Address >>Butte County, CA r Architectural Engineering Specialists '20 Constitution Drive Suite A Chico, California 95926 (916) 895-1125 (916) 893-0532 Fax Note: Reference plans by others. No judgement or opinion is rendered or implied regarding aspects of this structure not specifically noted herein. owARcy% V o. 8693 C H . 2 CONCRETE NOTES 1. Concrete shall have a minimum compressive strength at. 28 days and a maximum slump of: Strength.... 2500 psi .,Slump ........ 41 2. Construction joints shall be prepared to expose clean, solidly embedded aggregate over the entire joint interface.. 3. Placement of pipes, conduits, or other embedded items in the concrete shall be in accordance with these Drawings. 4. Contraction joints in slabs, shall be so placed that the maximum dimension and area of any section do not exceed 30 - feet and 600 square feet, respectively. 5. Structural steel shapes, tubes and pipes embedded in con- crete shall have a minimum of 3" concrete cover. 6. Bottoms of all footings shall rest on firm, undisturbed soil. Minimum depth is noted on Drawings. 1 1 REINFORCING STEEL 1. Reinforcing steel to conform to ASTM A615 and be intermediate grade deformed bars - type N, grade 40. 2. Unless noted, reinforcement bars to be lapped minimum 40 bar diameters. 3. Bends in reinforcement shall Win accordance with ACI 318- 86. 4. All dimensions shown for locations of reinforcing steel are to face of bar and denote clear coverage. Unless specifical- ly noted otherwise, concrete coverage shall be 3" where concrete is placed directly against earth, and 2" where concrete is exposed to earth but is against forms. Slabs on grade shall have reinforcing at mid -depth unless otherwise noted. 5. Splices in continuous reinforcing shall have a lap of 40 bar diameters minimum in concrete construction except where shown otherwise. Horizontal laps in adjacent bars shall be staggered 5'-0" minimum. Vertical bars shall be one piece full -height. J 1 YI N Vl H ►-H WW W W W W IA N 4A O O O u1 O O C4 NV vvv AAA N h H - J CONCRET3 9:12 AM ------------------------------------------------------------------------ Rev 9-21-93 Concrete retaining wall 12/ 9/94 -=---------------------------------------------------------------------- Description »RW -1 ----------------=-------------GENERAL DATA ------------------------------ Wall type > ' 2 1 => Supported 2 * Cantilevered Lateral load type> 2 1 => Wind/earthquake 2 => Soil pressure Backfill slope > 0 Horizontal 0 Vertical Soil weight > ..110 kcf -------------- -------- =--------- LOADING ----- =--------------------------- Wdl minimum > .000 kips/ft Wdl + Wll maximum > 1.130 kips/ft Equivalent fluid pressure > .030 kcf Sloping backfill surcharge> .000 kcf Total EFP > .030 kcf Surcharge height > .000 feet Surcharge Distance Surcharge P Comment to wall height --------------------------------------------- .000 3.000 .000 Uniform lateral load > .000 ksf Earthquake/wind loading -----------------------ALLOWABLE DESIGN STRESSES ------------------------ ***Soil*** Class of materials > 7 User.defined Input Allowable passive (vert.) > 1.500 ksf 1.500 Allowable passive (horiz.)> .200 ksf/ft depth .200 Lateral sliding coeff. > .350 .350 ---Concrete--- f'c > 2.500 ksi fy > 40.000 ksi Es > 29000000psi m > 18.824 -------------------------------WALL DATA -------------------------------- Cantilevered wall may use varying thickness segments Segment wdl Actual t Actual d Max. d 1 .000. to 4.000 .400 8.000 5.500 5.500 2 4.000 to 9.330 .533 8.000 5.500 5.500 3 .000 to '.000 :000 .000 .000 ..000 Segment bid"2 M Factor Mu Mn As 1 363.000 4.061 1.700 6.903 7.670 .447 2 363.000 .757 1.700 1.287 1.430 .105 3 .000 .000 .1.700 .000 .000 .000 M ------------------ -------WALL REINFORCING ----------------------------- Segment 1 Horiz. As mina > ..240 in'2 Vert. As min. .> .144 in'2 Calculated As > .447 in'2 Vertical Horizontal #4 at 5 in. o.c. #4 at 9 in. o.c. 15 at 8 in. o.c. #5 at 15 in. o.c. #6 at 11 in. O.C. #6 at 18 in. o.c. #7 at 16 in. o.c. #7 at 18 in. o.c. #8 at 18 in. o.c. #8 at 18 in. o.c. Segment 2 Horiz. As min. > .240 in"2 Vert. As min. > .144 in"2 Calculated As > .105 in"2 Vertical Horizontal #4 at 16 in, o.c. #4 at 9 in. o.c. 15 at 18 'in. o.c. #5 at 15 in. o.c. #6 at 18 in. o.c. #6 at 18 in. O.C. #7 at 18 in. o.c. #7 at 18 in. o.c. #8 at. _ 18 in. o.c. #8 at 18 in. o.c. Segment 3 Horiz. As min. > .000 in"2 Vert. As min. > .000 in"2 Calculated As > .000 in"2 Vertical Horizontal #4 at 0 in. o.c: #4 at 0 in. o.c. #5 at 0 in. o.c. #5 at 0 in. o.c. #6 at 0 in. o.c. #6 at 0 in. o.c. #7 at 0 in. o.c. _ #7 at 0 in. o.c. #8 at 0 in. o.c. #8 at 0 in. o.c. ------------------------------FOOTING DATA ------------------------------ To6 length > 2.750 feet Safety factor > 1.762 Heel length > 1.253 feet Soil pressure > 1.354 Minimum footing length > .000 feet Actual footing length (L) > 4.670 feet Footing depth > 12.000 inches ----------------OVERTURNING AND SOIL PRESSURE --------------------- Consider ftg depth for gross OTM and sliding ? (Y/N) > Y Overturning moment (OTM) > 5.512 ft -kips W Arm Moment ------------------------------------------------------------------------ Wdl min. .000 kips 3.083 feet 000 ft -kips Wdl+Wll 1.130 kips 3.083 feet 3.484ft-kips Segment 1 .400 kips 3.083 feet 1.233 ft -kips Segment 2 .533 kips 3.083 feet 1.643 ft -kips Segment 3 .000 kips 3.083 feet .000 ft -kips Soil 1.286 kips 4.043 feet 5.201 ft -kips Ftg .701 kips 2.335 feet 1.636 ft -kips ------------------------------------------------------------------------ IWdl min> 2.920 kips EMdI min 9.713 ft -kips EWdl+Wll> 4.050 kips EMdl+Wll> 13.198 ft -kips ------------------OVERTURNING AND SOIL PRESSURE CONT ---------------- EMdl min./OTM > 1:162 > 1.5 <OK> Eccentricity (e) > .437 feet <A/2-(EM-OTM/EW)> L/6 > .778 feet L' > 5.694 feet <3+L -/2-e> Resultant within middle third of footing Maximum soil pressure > 1.354 ksf <EWtl/A + 6+Wtl+e/A"2> Minimum soil pressure > .380 ksf -=--------------------------HEEL/TOE DESIGN ---------------------------- --- Heel design --- Heel length > 1.253 feet M > .806 ft -kips d > 8.000 inches As min. > .076 in"2 #4 at .30 in. o.c. #5 at 48 in. o.c. #6 at 48 in. o.c. #7 at 48 in, o.c. #8 at .48 in. o.c. ---Toe design --- Toe length. > 2.750 feet Max soil pressure > 1.354 ksf Soil pressure at face of wall > .700 ksf M max at face of wall > 4.296 ft -kips d > 8.000 inches As min. > .418 in'2 #4 at 5 in. o.c. 45 at 8 in. o.c. #6 at 12 in. o.c. 47 at 17 in. o.c. #8 at 22 in. o.c. -------------------LONGITUDINAL FOOTING REINFORCEMENT ------------------- As min. > 1.345 in"2 7 #4 bars 5 #5 bars 4 #6 bars 3 #7 bars 2 #8 bars -----------------------------LATERAL SLIDING ---------------------------- Rt > .000 kips/ft Rb > 1.601 kips/ft Lateral sliding coeff. > .350 1.022 - kips/ft Lateral sliding resistance> .000 .000 kips/ft Allowable passive pressure > .200 ksf/ft depth Lateral passive pressure provided > .100 kips/ft <Footing only> Net resistance provided . > 1.122 kips/ft <Footing only> Factor of safety > .701 NO GOOD! Concrete slab at base of wall ? > Y Thickness > .000 inches Width of slab > .000 feet ' Resistance provided by slab .> .000 kips/ft Total resistance > 1.122 kips/ft Shear key must provide.. > 1.279 kips lateral resistance Equivalent depth of shear key > 5.6,84. feet <Maximum 15'> Allowable passive pressure > 1.137 ksf <at base of key> Allowable passive pressure > 1.353 ksf <at bottom of key> Shear key required depth > 13.000 inches Shear key moment > .752 ft -kips Shear key thickness > .000 inches d > .000 inches As min. > .000 in -2 1 14 at 0 in. o.c. $5 at 0 in. o.c. $6 at 0 in. o.c. #7 at 0 in. o.c. $8 at 0 in. o.c. ------------------------------------------------------------------------ CONCRET3 9:21 AM -------------------------7---------------------------------------------- Rev 9-21-93 Concrete retaining wall 12/ 9/94 Description » RW -1 ------------------------------GENERAL DATA ------------------------------ Wall type > 2 1 * Supported 2 => Cantilevered Lateral.load type> 2 1 * Wind/earthquake 2 => Soil pressure Backfill slope > 0. Horizontal 0 Vertical Soil weight > .110 kcf --------- 7 ---------------------- LOADING --------------------------------- Wdl minimum > .000 kips/ft Wdl + Wll maximum > 1.130 kips/ft Equivalent fluid pressure > .030 kcf Sloping backfill surcharge> .000 kcf Total EFP > .030 kef Surcharge height > .000 feet Surcharge Distance Surcharge P Comment to wall height .000 .3.000 " .000 Uniform lateral load > .000 ' ksf Earthquake/wind loading -----------------------ALLOWABLE DESIGN STRESSES ------------------------ .***Soil**t Class of materials > 7 User defined Input Allowable passive (vert.) > 1.500 ksf 1.500 Allowable passive (horiz.)> .200 ksf/ft depth .200 Lateral sliding coeff.. > .350 .350 ---Concrete--- f'c > 2.500 ksi fy > 40.000 ksi Es > 29000000psi m > 18.824 ---------------------=---------WALL DATA ----------- wall may use varying thickness segments Segment wdl Actual t Actual d Max. d 1 .000 to 4.000 .400 8.000 5.500 5.500 2 4.000 to 8.000 .400 8.000 5.500 5.500 3 .000 to .000 .000 .000 .000 ..000 Segment b+d'2 M Factor Mu Mn As 1 363.000 2.560 1.700 4.352 4.836 .365 .2 363.000 .320 1.700 .544 .604 .044 3 .000 .000 1.700 .000 .000 .000 -----7---------------------- WALL REINFORCING ------ ------------- --=------ Segment 1 Horiz. As min. > .240 in'2 Vert. As min: > .144 in'2 `Calculated As - > .365 in'2 Vertical Horizontal #4 at 6 in. o.c. 14 at 9 in. o.c. #5 at 10 -in. o.c. #5.at 15 in, o.c. #6 at 14 in. o.c. #6 at 18 in. o.c. #7 at 18 in. o.c., #7 at 18 in. o.c. #8 at 18 in. O.C. #8 at 18 in. o.c. Segment 2 Horiz. As min. > .240 in'2 Vert. As min. > .144 in'2 Calculated As > .044 in"2 Vertical Horizontal #4 at 16 in. o.c. #4 at 9 in. o.c. 15 at 18 in. o.c. #5.at 15 in. o.c. Wat 18 in, o.c. #6 at 18 in. o.c. #7 at 18 in. o.c. #7 at 18 in, o.c. #8 at 18 in. o.c. #8 at 18 in. o.c. Segment 3 Horiz. As min. > .000 in'2 Vert. As min. > .000 in;2 Calculated As > .000 in'2 Vertical Horizontal #4 at 0 in. o.c. #4 at 0 in. o.c. #5 at 0 . in. o.c. #5 at 0 in. o.c. #6 at 0 in.,o.c. #6 at 0 in. o.c. #7 at 0 in. o.c. #7 at. 0 in, o.c. #8 at 0 in. o.c. #8 at 0 in. o.c. ------------------------------FOOTING DATA ------------------------------ Toe length > 2.000 feet Safety factor > 1.914 Heel length > 1.333 feet Soil pressure > 1.465 Minimum footing length > .000 feet Actual footing length (L) > 4.000 feet Footing depth. > 12.000 inches ----------------------OVERTURNING AND SOIL PRESSURE --------------------- Consider ftg depth for gross OTM and sliding ? (Y/N) > Y Overturning moment (OTM) > 3.645 ft -kips W Arm Moment ------------------------------------------------------------------------ Wdl min. .000 kips 2.333 feet .000 ft -kips Wdl+Wll 1.130 kips 2.333 feet 2.637 ft -kips Segment 1 .400 kips 2.333 feet .933 ft -kips Segment 2 .400 kips 2.333 feet .933 ft -kips Segment 3 .000 kips 2.333 feet .000 ft -kips Soil 1.173 kips 3.333 feet 3.911 ft -kips Ftg .600 kips 2.000 feet 1.200 ft -kips -------------------------------- 7--------------------------------------- EWdl min> 2.573 kips EMdl min> 6.978 ft -kips EWdl+Wll> 3.703 kips EMdl+Wll> 9.614 ft -kips ------------------ OVERTURNING AND SOIL PRESSURE CONT.= --- =--=------ £Mdl min./OTM > 1.914 > 1.5 <OK> Eccentricity (e) > .388 feet <A/2-(EM-OTM/£W)> L/6 > .667 feet ' L' > 4.836 feet <3+L/2 -e> Resultant within middle third of footing Maximum soil pressure > 1.465 ksf <£Wtl/A.+ 6*Wtl*e/A-2> Minimum soil pressure > .387 ksf ----------------------------REEL/TOE DESIGN ----------------------------- ---Reel design --- Reel length > 1.333 feet M > .782 ft -kips d > 8.000 inches As min. > .074 in'2 #4 at 31 in. o.c. #5 at 48 in. o.c. #6 at 48 in. o.c. 17 at 48 in. o.c. #8 at 48 in. o.c. =--Toe design --- Toe length > 2.000 feet Max soil pressure >. 1.465 ksf Soil pressure at face of wall > .859 ksf M max at face of wall > 2.526 ft -kips d > 8.000 inches As min. > .242 in"2 #4 at 9 in. O.C. #5 at 15 in. o.c. #6 at 21 in. o.c. #7 at 29 in. o.c. #8 at 38 in. o.c. -=-----------------LONGITUDINAL FOOTING REINFORCEMENT ------------------- As min. > 1.152 in'2 6 #4 bars 4 #5 bars 3 #6 bars 2 #7 bars 2 #8 bars -----------------------------LATERAL SLIDING ---------------------------- Rt > .000. kips/ft Rb > 1.215 kips/ft Lateral sliding coeff. > .350 .901 kips/ft Lateral sliding resistance) .000 .000 kips/ft Allowable passive pressure > .200 ksf/ft depth Lateral passive pressure provided > .100 kips/ft <Footing only> Net resistance provided > 1.001 kips/ft <Footing only> Factor of safety > .824 NO GOOD! Concrete slab at base of wall ? > Y Thickness > .000 inches Width of slab > .000 feet Resistance provided by slab > .000 kips/ft Total resistance > 1.001 kips/ft Shear key must provide > .822 kips lateral resistance .Equivalent depth of shear key > 5.848 feet <Maximum 15'> Allowable passive pressure > 1.170 ksf <at base of key> Allowable passive pressure > 1.303 ksf <at bottom of key> Shear key required depth. > 8.000 inches Shear key moment > .280 ft -kips Shear key thickness ): .000 inches d > .000 inches As mina > .000 in -2 #4 at 0 in. o.c. #5 at 0 in. o.c. #6 at 0 in. o.c. #7 at 0 in. o.c. #8 at 0 in. o.c. r ---=-------------------------------------=------------------------------ w (3 CONCRET3 9:23 AM ------------------------------------------------------------------------ Rev 9-21-93 Concrete retaining wall 12/ 9/94 ------------------------------------------------------------------------ Description >>RW -1 ------------------------------GENERAL DATA --------------------------- Wall type > 2 1 => Supported 2 => Cantilevered Lateral -load type> 2 1 => Wind/earthquake 2 => Soil pressure Backfill slope >. 0 Horizontal 0 Vertical Soil weight > .110. kcf -------------------------------- LOADING ----------- ---------------------- Wdl minimum > .000 kips/ft Wdl + Wll maximum > 1.130 kips/ft Equivalent fluid pressure > .030 kcf Sloping backfill surcharge> .000 ' kcf Total EFP > .030 kcf Surcharge height > .000 feet Surcharge Distance Surcharge P Comment to wall height .000 3.000 .000 Uniform lateral load > .000 ksf Earthquake/wind loading -----------------------ALLOWABLE DESIGN STRESSES ------------------------ ***Soil*** Class of materials > 7 User defined Input Allowable passive (vert.) > 1.500 ksf 1.500 Allowable passive (horiz.)> .200 ksf/ft depth .200 Lateral sliding coeff. > . .350 .350 ---Concrete--- V c > 2.500 ksi fy > 40.000 ksi Es > 29000000psi m > 18.824 -------------------------------WALL DATA -------------------------------- Cantilevered wall may use varying thickness segments Segment wdl Actual t Actual d Max. d 1 .000 to 6.000 .600 8.000 5.500 5.500 2 .000 to .000 .000 .000 .000 .000 3 .000 to .000 .000 .000 .000 -.000 Segment b+d"2 M Factor Mu Mn As 1 363.000 1.080 1.700 1.836 2.040 .150 2 .000 .000 1.700 .000 .000 .000 3 .000 .000 1.760 .000 .000 .000 ----------=-----------------WALL REINFORCING ---------------------------- Segment 1 Horiz. As min. > .240 in -2 Veit. As min. > .144 in -2 Calculated As > .150 in -2 Vertical Horizontal #4 at 15 in. o.c. #4 at 9 in. o.c. #5 at 18 in. o.c. #5 at 15 in. o.c. #6 at 18 in. o.c. #6 at 18 in. o.c. #7 at 18 in. O.C. #7 at 18 in. o.c. #8 at 18 in. o.c. #8 at 18 in. O.C. Segment 2 Horiz. As min. > .000 in'2 Vert. As min. > .000 in -2 Calculated As > .000 in -2 Vertical Horizontal #4 at 0 in. o.c. #4 at 0 in. o.c. #5 at 0 in. o.c. #5 at 0 in. o.c. #6 at 0 in. o.c: #6 at 0 in. o.c. #7 at 0 in. o.c. #7 at 0 in. o.c. #8 at 0 in. o.c. #8 at 0 in. o.c. Segment 3 Horiz. As min. > .000 in"2 Vert. As min. > .000 in -2 Calculated As > .000 in -2 Vertical Horizontal #4 at 0 in. o.c. #4 at 0 in. o.c. #5 at 0 , in. o.c. 15 at 0 in. o.c. #6 at 0 in. o.c. #6 at 0 in. o.c. #7 at 0 in. o.c. #7 at 0 in. o.c. #8 at 0 in. o.c #8 at 0 in. o:c. ------------------------------FOOTING DATA ------------------------------ Toe length > 1.500 feet Safety factor > 1.863 Heel length > .833 feet Soil pressure > 1.272 Minimum footing length > .000 feet Actual footing length (L) > 3.000 feet Footing depth > 12.000 inches ----------------------OVERTURNING AND SOIL PRESSURE-------------=------- Consider ftg depth for gross OTM and sliding ? (Y/N) > Y Overturning moment (OTM) •> 1.715 ft -kips W Arm Moment ----------- ------------------------------------------------------------- Wdl min. .000 kips 1.833 feet .000 ft -kips Wdl+WIl 1.130 kips 1.833 feet 2.072 ft -kips Segment 1 .600 kips 1.833 feet 1.100 ft -kips Segment 2 .000 kips 1.833 feet .000 ft -kips Segment 3 .000 kips 1.833 feet .000 ft -kips Soil .550 kips 2.583 feet 1.421 ft -kips Ftg .450 kips 1.500 feet .675 ft -kips -------------------------------------- : min> 1.600 kips EMdl min> 3.196 ft -kips EWdl+Wll> 2.730 kips EMdl+Wll> 5.268 ft -kips K -------------------OVERTURNING AND SOIL PRESSURE CONT .---------------. EMdl min./OTM > 1.863 > 1.5 <OK> Eccentricity (e) > .199 feet <A/2-(EM-OTM/EW)> L/6 > .500 feet L' > 3.904 feet - <3*L/2-e> Resultant within middle third of footing Maximum soil pressure .> 1.272 ksf <EWtl/A + 6*Wtl+e/A'2> Minimum soil pressure > :548 ksf ----------------------------REEL/TOE DESIGN ------------------------------ ---Reel design --- Reel length > .833 feet M > .229 ft -kips d > 8.000 inches As min. > .022 in"2 #4 at 48 in. o.c. #5 at 48 in. o.c. #6 at 48 in. o.c. #7 at 48 in. o.c. #8 at 48 in.-o.c. ---Toe design --- Toe length > 1.500 feet Max soil pressure > 1.212 ksf Soil pressure at face of wall > .783 ksf M max at face of wall > 1.247 ft -kips d > 8.000 inches As min > .119 in'2 #4 at .19 in. o.c. 15 at 30 in. o.c. #6 at 44 in. o.c. 17 at 48 in. o.c. #8 at 48 in. o.c. -------------------LONGITUDINAL FOOTING REINFORCEMENT ------------------- As min. > .864 in"2 5 #4 bars 3 #5 bars 2 #6 bars 2 #7 bars 2 #8 bars X0 -----------------------------LATERAL SLIDING---------------------------- ^ Rt > .000 kips/ft RY > .735 kips/ft Lateral sliding coeff. > .350 .560 kips/ft Lateral sliding resistance) .000 .000 kips/ft Allowable passive pressure > .200 ksf/ft depth Lateral passive pressure provided > .100 kips/ft <Footing only> Net resistance provided > .660 kips/ft <Footing only) Factor of safety > .898 NO GOOD! Concrete slab at base of wall ? > Y Thickness > .000 inches Width of slab > .000 feet Resistance provided by slab ) .000 kips/ft Total resistance > .660 kips/ft Shear key must provide > .443 kips lateral resistance Equivalent depth of shear key > 4.848 feet <Maximum 15'> Allowable passive pressure > .970 ksf <at base of key> Allowable passive pressure > 1.070 ksf <at bottom of key> Shear key required depth > 6.000 inches Shear key moment > .130 ft -kips Shear key thickness )- .000 inches d > .000 inches As min. > .000 in"2 14 at 0 in, o.c. #5 at 0 in. o.c. $6 at 0 in. o.c. #7 at 0 in. o.c. 18 at 0 in. o.c. ------------------------------------------------------------------------ I CONCRET3 9:24 AM -----------------------------------------------------=------------------ Rev 9-21-93 Concrete retaining wall 12/ 9/94 ------------------------------------------------------------------------ Description »RW -1 -------------------------------- GENERAL DATA ------------------------------ Wall type > 2 1 => Supported 2 => Cantilevered Lateral -load type> 2 1 => Wind/earthquake 2 => Soil pressure Backfill slope > 0 Horizontal 0 Vertical Soil weight > .110 kcf --------------------------=-----LOADING --------------------------------- Wdl minimum > .000 kips/ft Wdl + Wll maximum > 1.130 kips/ft Equivalent fluid pressure >..030 kcf Sloping backfill surcharge> .000 kcf Total EFP > .030 kef Surcharge height > .000 feet Surcharge Distance Surcharge P Comment to wall height -------------------------------------=------- .000 3.000 .000 Uniform lateral load > .000 ksf Earthquake/wind loading -------------=---------ALLOWABLE DESIGN STRESSES ---------- ------ .-------- **+Soil*** Class of materials > '7 User defined Input Allowable passive (vert.) > 1.500 ksf 1 1.500 Allowable passive (horiz.)> .200 ksf/ft depth .200 Lateral sliding coeff. >. .350 .350 ---Concrete--- f'c > 2.500 ksi fy > 40.000 ksi Es >. 29000000psi M > 18.824 -------------------------------WALL DATA --------------------------------- Cantilevered wall may use varying thickness segments Segment wdl Actual t Actual d Max. d 1 .000 to 4.000 .400 8.000 4.000 5.500 2 .000 to .000 .000 .000 .000 .000 3 .000 to .000 .000 .000 .000 -.000 Segment b*d'2 M Factor Mu Mn As 1 192.000 .320 1.700 .544 .604 .061 2 .000 .000 1.700 .000 .000 .000 3 .000 .000 1.700 .000 .000 .000 ----------------------------WALL REINFORCING ---------------------------- Segment 1 Horiz. As min. > .240 in"2 Vert. As min. > .144 in'2 Calculated As > .061 in"2 Vertical Horizontal #4 at 16 in. o.c. #4 at 9 in. o.c. #5 at 18 in. o.c. #5 at 15 in. o.c. #6 at 18 in. O.C. #6 at 18 in. o.c. #7 at 18 in. o.c. #7 at 18 in. o.c. #8 at 18 -in. o.c. #8 at 18 in. o.c. Segment 2 Horiz. As min. >. .000 in"2' Vert. As min. > .000 in"2 Calculated As > .000 lin'2. Vertical Horizontal #4 at 0 in. o.c. #4 at 0 in. o.c. #5 at 0 in. o.c. #5 at 0 in. o.c. #6 at 0 in. o.c.. #6 at 0 -in. o.c. #7 at 0 in. o.c. #7 at 0 in. o.c. #8 at 0 in. o.c. #8 at 0 in. o.c. Segment 3 Horiz. As min. > .000 in"2 Vert. As min. > .000 in'2 Calculated As > .000 in'2 Vertical Horizontal #4 at 0 in. o.c. .#4 at 0 in. o.c. #5 at- 0 in. o.c. #5 at 0 in. o.c. #6 at 0 in. o.c. #6 at 0 in. o.c. #7 at 0 in. o.c. #7 at 0 in. o.c. #8 at 0 in. o.c. #8 at 0 in. o.c. ------------------------------FOOTING DATA ------------------------------ Toe length > .750 feet Safety factor > 2.376 Heel length > .833 feet Soil pressure > 1.501 Minimum footing length > .000 feet Actual footing length (L) > 2.250 feet Footing depth > 12.000 inches ----------------------OVERTURNING AND SOIL PRESSURE --------------------- Consider ftg depth for gross OTM and sliding ? (Y/N) > Y Overturning moment (OTM) > .625 ft -kips W Arm Moment --------------=--------------------------------------------------------- Wdl min. .000 kips 1.083 feet .000 ft -kips Wdl+Wll 1.130 kips 1.083 feet 1.224 ft -kips Segment 1 .400 kips 1.083 feet .433 ft -kips Segment 2 .000 kips 1.083 feet .000 ft -kips Segment 3 .000 kips 1.083 feet .000 .ft -kips Soil .367 kips 1.833 feet .672 ft -kips Ftg .338 kips 1.125 feet . .380 ft-kips -----------------------------------------------------------------------= EWdl min> 1.104 kips EMdl min> 1.485 ft -kips EWdl+Wll> 2.234 kips EMdl+Wll> 2.709 ft -kips --------OVERTURNING AND SOIL PRESSURE CONT ---------------- ZMdl min./OTM >' 2.376 > 1.5 (0K> Eccentricity (e) > .192 feet <A/2-(EM-OTM/EW)> L/6 > .375 feet L' > 2.799 feet <3*L/2-e> Resultant within middle third of footing Maximum soil pressure > 1.501 ksf <Ewtl/A + 6+Wtl+e/A-2> Minimum soil pressure . > .484 ksf ----------------------------HEEL/TOE DESIGN----------------------------- ---Reel design--- Reel length > .833 feet M > .153 ft-kips d > 8.000 inches As min. > .014 in'2 #4 at 48 in. o.c. #5 at 48 in. o.c. #6 at 48 in. o.c. #7 at 48 in. o.c. #8 at 48 in. o.c. ---Toe design--- Toe length > .750 feet Max soil pressure >. 1.501 ksf Soil pressure at face of wall > 1.099 ksf M max at face of wall > .385 ft-kips d > 8.000 inches As min. > .036 in"2 #4 at 48. in. o.c. #5 at 48 in. o.c. 16 at 48 in. o.c. .#7 at 48' in. o.c. #8 at 48 in. o.c. -------------------LONGITUDINAL F00TING REINFORCEMENT ------------------- As min. > .648 in'2 4 #4 bars 3 #5 bars 2 #6 bars 2 #7 bars' 1 . #8 bars 0 'R. -----------------------------LATERAL SLIDING ---------------------------- Rt > .000 kips/ft Rb > .375 kips/ft Lateral sliding coeff. > .350 .386 kips/ft Lateral sliding resistance> .000 .000 kips/ft Allowable passive pressure > .200 ksf/ft depth Lateral passive pressure provided > .100 kips/ft <Footing only> Net resistance provided > .486 kips/ft <Footing only> Factor of safety > 1.297 NO GOOD! Concrete slab at base of wall ? > Y Thickness > .000 inches - Width of slab > .000 feet Resistance provided by slab > .000 kips/ft Total resistance > .486 kips/ft Shear key must provide > .076 kips lateral resistance Equivalent depth of shear key > 4.461 feet <Maximum 15'> Allowable passive pressure > .892 ksf <at base of key> Allowable passive pressure > .926 ksf <at bottom of key; Shear key required depth > 2.000 inches Shear key moment > .013 ft -kips Shear key thickness > .000 inches d > .000 inches As min. > .000 in'2 #4 at 0 in. o.c. $5 at 0 in. o.c. #6 at 0 in. o.c. #1 at 0 in. o.c. #8 at 0 in, o.c. ------------------------------------------------------------------------ N0 (�� N.S S Izb 6- �_ 10ak`e-