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069-300-030
069-30-0=030 92-3160B SPENC Don proville 6277 Jac iTl Dr, q coritr : Bette Builders Ina I ;retaining wall 069-30-0-030 92-3382 BPEM SPENCE,.B ara 6277 Jia Hill Don Hill DR, Oroville contr: Better Builders new sf I W RESIDENTIAL 069-30-0-030 PC92-3382 BHM" SPENCE� Barbara & - Jack k c 6277 Jack Hill DR, Oro'ville- cont r contr: Better Builders ,new sf 0 OFFICE COPY Address ELECTR Clete Meter By � em DateZ��, 1 JOB FINALED MAO Signature r. W RESIDENTIAL 069-30-0-030 PC92-3382 BHM" SPENCE� Barbara & - Jack k c 6277 Jack Hill DR, Oro'ville- cont r contr: Better Builders ,new sf 0 OFFICE COPY Address ELECTR Clete Meter By � em DateZ��, 1 JOB FINALED MAO Signature J=OK a O = Not OK =Applic No Readyable 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) i 5. Electricity; Location-Clearences-Grnd-/ /Amp-Concrete 6. Gas; Location-Test-Wrap: / /" L" ft. / /"Nat. or/ /" L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements-Setbacks Easements 2. Footings; Size-Spacing-Marriage Line 3. Gas; MH Test-Demand-Valve-Connector 4.. Electricity; MH Test-Crossovers-Breakers-Clearances 5. Drain; MH Test-Fall-Flex Connector 6. Water; MH Test-Regulator-Connector 7. Water and Sewer Connected-C/O to Grade-HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 4 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Bo xes- Enclosu res- Panelboards- Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O = Not OK = Not Applicable Not Ready RESIDENTIAL ' = Date UND LOOR (Plans)- OK except N's Zoning -Setbacks -Easements- od-Slope 2. Ftg., Main; Soils-Elec. d.-/ /" Fig. Depth 3. Fig., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 4. Fig., Porches & Decks; Soils -Steel-/ /Fig. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Mat ial-Support-Ins. ois Girders -Sills -Anchor Bolts s- nts-Cripples 15. Access & Ventilation 16. Insulation Date LCard B-1r� Date Card B-1 Date Card B-1 � Date Card B-1 Date PLUMBING (Permit),OK except h's 16. Water Hir.: Vent -Access -Combustion Air -Baffle 17. Water Pipe: Test & Anchor -Nail Protection 18 D.W.V.: Test -Fittings & Anchor -Nail Protection 7 _ Shower Pan; Test, First Floor -Tub Access - - - ----- - - ------------- 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe: Size & Anchors --------------------------------------- - ---------- ---- - Date Card B-1 Date rd B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except la's - 22. Fixture & Transformer Clearance -Ins. Protection ------ - - ------- ----------------------------- -- - Elec. Receptacles Spacing -Lights & Switches at Doors ------------------------- ----------------------------------------- _- - Size Boxes & No. of Conductors -Stapled --------------------------------------------------- ---- Romex Installed Close to Edge of Studs & C.J. -------------------------------------------------------------- E ----------- --- 26. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water ---------- ---------------------------------------------- ------------------- 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size a a ga Cu or AI-A.C. Wire Size 1 / ga Cu or At ---- --------------------- - 29. Range Circ. /b' i ga. Cu o en Circ. / / ga. Cu or Al. Insulated Neutral Yes ❑ No - --- --------------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect ------------- ----------------------- -------------------------- -- -------------- 31. -Equip. Clearances Panels -Motors -Meth. Equip. - - - - --------------- ------ ------------------ ---------------------- L-, Clothes Closet Light -Shower Light -Spa Light ------------------------------------- y.� --------------------------------- ------- -- 3 Smoke Detector ------------------------------- --e------------------ --- - Card B-1 Date ----------------------- Card B_1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except h's 34. A.C. Ducts Insulation & Support ---------- - - - - - -- -- - - - - - - - - ------------------------- -- ---- - - ----- ------- --- 5 Vent Fan; Exhaust above insulation ---------- - -------------------------------------------------------------- - 36. Condensate Drain & Overflow: & Grade 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet ---------------------------------------------- Attic ----------------------------------- Attic Access & Platform if Furnance in Attic -- - -------------------------------------------------------------------- ----------------------------------------- ----------- -------------------------- Date Card B_1 Date Card B_1 --------------------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except h's _ 9. ts. Proper Material & Anchors ------------------------ -- ------ ------ alts Studs -Nailing Spacing -&- Bracing_Plates Sound - -- --- - - - ----- ----- - - - --- -- - Bearing Walls over Girders & Floor Nailing -------------------=------------------------------------------------- Draft Stop in Walls (rat proof) --------------------------------------------- ----------------------- 43 Fire Stops: Furred Ceilings -Stairs -Chases -Tub ---------- -- ----------------------- ----------------------------- 44 Headers & Beam -Size art g 4 NO - `r (Single & Duplex) Date FRAMING (Continued) ---- 45. angers -Post Caps -Anchors -Connectors _ Cing. Joist-Rftr. ties-Purlin-roof Bra = russ hthng.-Rfng. -- 7. Fireplace Ties or Type A Flue -Fireplace Throat clearance -s Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles - - drm. Windows or Exiting Doors -Sill Hgt. & Dimensions _ Garage Fire Protection Framing -Z -Property Line Firewall & Openings Doors -One 3' -Check Garage -3rd Story, 2 Exits Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection -------- _ r --Width ----- ---- &-14-plywood on Roof Overhang -Attic Vents -Rafter Outriggers hiding -Nailing Veneer Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazinq Area -Glass Protection -Skylights -Plastic 58. Shear Walls: Nailing -Bolts - ---- _j,5, Insulatio a s- eilings �_.Iq 60. Infiltration -Walls -Windows -------------------- -----T Date( G Card B-1 Date Card B-1 Date Card -1 Date Card B-1 Date LLNAIans) OK except a's - ---- _ Ext. Steps -Door & Sidelight Protection -Landings �/��moke Detector .�fJ. ( Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection Broom Exiting --------- - F.I.& Bath Fixtures & Tub Access -Spa - -- Elec. Trim & Sub_panel; Breaker Sizes & Labels 67 lairs & Rails - a. Fir place or Stove: Clearances -Hearth EI c. Outlets at Wood Panel: Int. & Ext. L, Ki ixt & Appliance; Grnd.-Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter ------------ ------------ - •-------- - --9 ---------- --- V? Gara a Fire Door; Swing -Landing -Closer ------------- ------------------------- 73-A-G- hmi-in-Garage-Damper L_'44-.Wtr. Htr Vents -Clearance -Comb. Air-Connector-P.R.V. I G aarl g ;Above Floor -Meth. Protection --------------- -- - Plb.---ec_ - Meth. Equip. Listed for Location c. Receptacles in Garage; (G.F.I.)-Romex Protection . Insulation -Foam -Looked in Attic D Yes -----Gu - - - -- - ----- --- --------- ard Rails & Deck -Construction -Post Caps dents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor- ❑ Yes '80. Following instid.; Drive es ❑ No; Walks es ❑ No; P-lanters _0 Yes_ 0 -------------- --- - -- ----- . Stucco; Brown-Fi h A.C. Unit: Disconnect. Electrical, Plumbing -•-------- ------------- - Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 34--Water-WPIT Disconnect, Electrical, Plumbing - ]i3 rior Elec. Trim: G.F.I. Receptacle -Underground " . Ventilation Throughout House - --- -- - Glass Protection Corrections from Previous Inspec ns --------- 89.-_Q,65Test-Meters Tagged_G lectric _ W ter & Sewer Connected -C/O to Grade -HD Approval-- Energy Compliance Certificate -Other Certificates Dat Card B-1 Date _Card B-1 Date --1 A Card B 1 Date Card B-1 Date Card B-1 Comments at Final: Insulation Certificate Number And Streit County ,,:: 2 &,). Vi c -c_ C City Subdivision Lit Numbs Description of Installation ROOF. Material Thickness (inc 1) CEILING Brand Name Thenrtal Resistance (R -Value) BattorBLzaketType FIBERGLASS BtartdN&= ' CERTAINTEED Thickness (inches) P Thenal Re4mnm (R-Vvve) 3 - Loose Fill Type TNSi1T.SAEE TTI BrandNfine Contractors minimum installed weight/ft Ib Mutilnuns thickness 1s ,2 inches --- Manufactumr's installed weight peryquare foot to acheive Tbeimal Resistanee (R -Value) 3 EXTERIOR WALL ` Materia) FIBERGLASS Thickness (inches) 1 RAISED FLOOR Material FIBERGLASSS Thickness (inches) _w SLAB FLOOR Brand Name CERTAINTEED Thermal Resista= (R -Value) Brand Name CERTAINTEED MWm21R*4=nm (R -Value) / Material Brand Name Thickness (inches) Timmal Rai== (R.Vatue) Width (inches) FOUNDATION WALL Material FIBERGLASS Brand Name CERTAINTEED Thickness (inches) 'thermal Resistance (R -Value) Declaration I hereby certify that the above insulation was installed in the bullding at the above location in conformance with the current Building Energy Efriciency SWXIaids for new residential buildings contained in Title 24 of the California Administrative Code. Cancra! Convoetor (Auilder) iieeme Number 3i�nstttra�dTtk MCC11AWKiNS INDUS' 3i INCSHASTA INSULATION 650722 Sm car mmmsuon tti ) f l.iatw Number Si�rtature snd Tula Dam W � - All CER IFICATE OF ` �� _ � C ONFORMANCE HE UNDERSIGNED MANUFACTURER HEREBY `CERT/F/ES that the products identified below and on attached sheets Nos, are•marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190,1-1983, Structural Glued Laminated Timber, and that such manufacture has been at our plant in t� i_d� (�rPnorL , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau, The manufacture of these members complies, with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code, JOB NAME: JOB LOCATION: Rartri f aq f Q __ :. CUSTOMER'S ORDER N0. DATE ___5Z /8 7 MFGR'S ORDER NO, 13766 Mgm _erg have also ween manufactured_ to the mare restrictive ❑ nyiainne r,y p�� 55 73t SIGNATURE rJ OL 'Lek COMPANY Riddle Laminators TITLE ftilal iy_ L❑n Ernl ADDRESS Ri ddl Q, OR DATE - 5/20/87 AITC HEREBY ( «I /F/f �S that the said company at its said plant is licensed by they AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply ,A Ith apulicable provisions of said Standard, that the adequacy of the quality control system in effect at s,al(l I).lant is I)erlo,hcally :aspected and verified by the Inspection Bureau of the AMERICAN INSTITUT'f" OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capahle of comolying with al.)plicahle manufacturing and testing provisions of said: Standard in respect of prtiduc:ts t71al1Lllal tLitPd 11 said. f�laat. Conformance with the Standard in respect' of:any specific or particular oroduct is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau, AITC FORM IBCA AITC fir:` l�l�r a!E> /Va 3712? A AMPIC,"t-,� INSTITUTE OF TIMBER CONSTRUCTION a�c�rv�a K;I I Cn I BR ,�` r\ : 1903 AMEPI.CAN INSTITUTE OF TIMER CONSTRUCTION 1. AM Sw Wit SOLD TO: i. 4CASH—, ', CNE -CK IM-1-CODI.., 1100 E. 20th. ST. r':lz: P:O'.'BOX 689 CHICO CA 95927 CHICO CA S 3 NOTED BELOW) c:.O." 0 Arri&int Wanted 0e4 Delivered Date Wa. Number -t'�Salesman,,4 17 PRICE UNIV'si EXTENSION 0i M I I M J7 T a -7 i,:> -T 17' lr_ Z, --j Pm UM, - % 1. TAX u� -AMOUNT'It 342 .16), -18186' �7 - f�, M 97 Tri te' V r V'c. I I SHIP TO: (SAME AS SOLD TO UNLESS 7 r- E�- T:l T 1 7; C E�- 0. r�f-!h C T P.I!Tl -,z L! 14- T 1 C ustomer Code Sequence No. I- 7 7� � t.7,=� Transaction Number 4, WAR., V�, Num M.T. �� , . � t .. 0 YES 0 NO DATE DELIVERED -qr SOLD TO: i. 4CASH—, ', CNE -CK IM-1-CODI.., 1100 E. 20th. ST. r':lz: P:O'.'BOX 689 CHICO CA 95927 CHICO CA S 3 NOTED BELOW) c:.O." 0 Arri&int Wanted 0e4 Delivered Date Wa. Number -t'�Salesman,,4 17 PRICE UNIV'si EXTENSION 0i M I I M J7 T a -7 i,:> -T 17' lr_ Z, --j Pm UM, - % 1. TAX u� -AMOUNT'It 342 .16), -18186' �7 - f�, M 97 Tri te' V r V'c. I I SHIP TO: (SAME AS SOLD TO UNLESS 7 r- E�- T:l T 1 7; C E�- 0. r�f-!h C T P.I!Tl -,z L! 14- T 1 C ustomer Code Sequence No. I- 7 7� � t.7,=� Transaction Number wgigm—M Num M.T. �� , . � ®®® 1.�.'-��.�Fteference'N6'mber-..,- Ordered By /,P.W. Nu 0 Num ITEM NUMBER QUAN.- ORD. QUAN." SHPD. %4! DESCRIPTION I 'i7, UNITS;16��',Q2: C,"7 .1 1! f. �lj r-! r 8 M z7; 6, IV "4; 7. -, L . j, Zpjgail.,.. M �t , - I ! r �,, s, " * , ., �InV, Y I r. 7 j, YL �TiFMF ml 71. WMIRM, C2 1. - lyi , 'N --wz� Eat 7n *ell ;IAUMi� �:7 M. F MPORTA!i� MERCHANDISE RETURNED SUBJECT TO A RESTOCKING CHARGE. UBlTb —tEE REV RS Sill FOR TERMS & CONDITIONS. REC'D. BY 2 -IV DATE SAT ❑ - 'l H: Fy DELIVER.. nir KS �.Y.PICK-UP s. MEE BUILDING CENTER ST b`°°"'°° 1100 E. 20th. ST. P.O.'BOX 689 ❑ YES ❑ NO - �,,a,®,, . DATE CHICO, CA. 95928 CHICO, CA. 95927 (916) 342-1886 _ •?qf f i I t�f�7 VLc rlwTf't< SOLD SHIP TO: (SAME AS SOLD TO UNLESS NOTED BELOW) TO: 7• E7 TTi i r9. t : '3747:Z- c: i-,qci T T!CTTCC? P1171 T7CI;C. _Itis' -!_;'77 _1ut_�S'LJT;_f C. O. D. Amount 'tf; T r, r-t'e6l t-,,+y2•'rlr' ITEM NUMBER Customer Code Sequence No. - 101111.09M.30Date Transaction Store S'man. No. WB,,r,tten. Oper' No. K'' Date Wanted Date Delivered MCI -1, r7 7', C7zifr2 " " :' :'• [i6G1 C.xML�CFt ttT2 CiZ cTR:�fi '� G'FQI � �-i,'t t.SLiGiI>=Qt^� ITEM NUMBER QUAN. ORD. QUAN. SHPD. ?'c:'" -c>' : DESCRIPTION a. % ::UNITS " = ' " PRICE / UNIT ..EXTENSION 4 ... MCI -1, r7 7', C7zifr2 " " :' :'• [i6G1 C.xML�CFt ttT2 CiZ cTR:�fi '� G'FQI � �-i,'t t.SLiGiI>=Qt^� ' ��,,,,-r�'F fil ''tri411 11?_ :f 1 1.4 '4� 'f ;r '__..._-w# %'' ,f3X 'CL�:3rj I Ott~' ���-2-Tt��? ....._ a.� .e.: e"_. �-�--'.�.�1iF� ���!•`iF 1��F_ YI�•CTtT-Rf?f T '- . i'.T-t! amu •_ _ �_� vih�+: x �= uric �r�: :. _ } , .teaf>=f1t^2-t a rn, _. ia i ^ � X11 y Al. 11 LACY P riI T - r� # i c�,1 irnt w"• y 4- 4 / ^" W97 y 2wrt! T^ ^ :. S -l1 ° 1%1,1)7 1 ? MCI 47417. ,ELr'ps - JIZ.t^!4 C2 .ST .t /12 >? AI77CTi L1ZC2 F Vit. Lrh -- -' ~1,c[nl 8r^u_ < !:- i. fi f 1Y -.']r 2F rl 0, r.; 7 I.CgiXillrfC _ 1 41i -f IT 5 l 7 11 tam 1-1 �m '?RC -1`u' I X. .'m4`` "Q avltl.if1�>=i. ,' 3?�tn air2 MPORTANT: ALL MERCHANDISE RETURNED SUBJECT TO A RESTOCKING CHARGE. SUB -TOTAL! TMC % AMOUNT SEE REVERSE FORTERMS & CONDITIONS. {SIDE RECD. BV 7'•'y � i I lmr< 1 1 1993 G0 40 POLL,-A— see— 0, RESIDENTIAL - 069-30-0-030 .,,92-3160B SPENCE, Don 6277 Jack Hill Dr, Oroville It contr: Better Builders retaining wall .108 FINALED (Date) Signature .1 . J=OK O = Not OK Not = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O Concrete 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Rfg.-Bracing 4. Water; Location -Test -Easement Needed (Sketch) 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location -Test -Wrap: / /" L'Yt. / /"Nat. or/ /"L"ft./ /"LPG 7. Electric 7. Well Clearance & Disconnect 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line POOLS (Plans) OK except #'s 3. Gas; MH Test -Demand -Valve -Connector 1. Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector 4. Elec.; Receptacles and Lighting, Distances-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. Elec.; Pool Lighting; 15 volts-GFI 8. Gas and Electricity Tagged 6. Elec.;Enclosures; Conduit Entries -Terminals -listed 9. Exits; Insp.-Sketch 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 10. Cert. of Occupancy 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes- Enclosures- Panelboards-Ins. to Main in Conduit t Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date -DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI r 6. Elec.;Enclosures; Conduit Entries -Terminals -listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes- Enclosures- Panelboards-Ins. to Main in Conduit t 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 'J OK O = Not OK = Not Applicable Not Ready RESIDENTIAL (; = Date UNDERFLOOR (Plans) OK except ti's 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except ti's 16. Water Htr.: Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection ------- --------------------------- 18. D.W.V.; Test -Fittings & Anchor -Nail Protection --------- ------- ------------ 19. Shower Pan; Test. First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe: Size & Anchors ----------------------------------------------------------------------- - Date Card B-1 Date Card B-1 ----------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ti's 22. Fixture & Transformer Clearance -Ins. Protection - - - - ----------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors ---------- -- Bec. Receptacles Size Boxes & No. of Conductors -Stapled -- ----------- -------------------------------------------------------------- -- 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water -- - - - - ---------------------- ---- --------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI -------------------------------------------------------- 28. Subfeed Wire Sizer ga. Cu or AI-A.C. Wire Size ga. Cu or At - --------------------------------------------------- 29. Range Circ. / / ga. Cu or AI -Oven Circ. / ! ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No - ------------------------------------------ - ------------------------------ 30. Service -Riser Conductors & Ground -Main Disconnect -------------- ---------------------------------------------- 31. Equip Clearances Panels-Motors-Mech. Equip. ---------- -------------------------------------------------------- 32. Clothes Closet Light -Shower Light -Spa Light ------------------------------------------------ 33. Smoke Detector ------------------------------------------------------------------------------ -- Date Card B-1 Date Card B-1 ------------------------------------------ ----------------------------- ---------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except ti's 34. A.C. Ducts Insulation & Support ------------- --- - ---- ---- ----------------------------------------------- 35. Vent Fan: Exhaust above insulation ----------------------------------------------------------- 36. ------------------------------------- -- 36. Condensate Drain & Overflow: Size & Gra_ de ------------ 37. Furnance-Vent:-Access-Comb Air -Return - -Air Vent -1--15-5 outlet- -------------------------------------------------- 38 Attic -Access-&. P-latfo-rm if Furnance in Attic -------------- ------- - ------------------ ------------------------ -------- --- Date Card -B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except ti's 39. Sils. Proper Material & Anchors ---- - -- - ------------------------------------- ------------- ---------- ---------------------- -- - - -- - 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing ----- ----------------- 42. Draft Stop in Wall -s- (rat proof) ---------- --------------------------------------------------------------- 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub ---- --------- -- - - --- ----- ------------------ ------------------------ ------------ 44. Headers & Beam -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors _ 46. Cing. Joist-Rftr. ties-Purlin-root Brac-Truss-Shthng.-Ring. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. -- Property Line Firewall & Openings ---------------------- - 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer ---------------------------- 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access _ 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls: Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ti's 61. - Ext. Steps -Door & Sidelight Protection -Landings ----------------------- -- _________ 62. Smoke Detector 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection ------------- -------------------- 64. Bedroom Exiting 65.--G.-F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels ----------------------------- 67. -------- -------67. Stairs & Rails 68. Fireplace or Stove: Clearances -Hearth - - - -- -- - - - --- ----------------- 69. Elec. Outlets at Wood Panel: Int. & Ext. -- ------------------------- 70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance ------ --------------------- Elec. ------------------Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door_Swing-Landing-Closer 73. A.C. Duct in Garage -Damper ------ --------------------------------- ----- 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection -------------- 75. ----------- 75. Plb.. Elec. & Mech. Equip. Listed for Location ------------------------------- -------- 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection --------------- 7-Insulation-Foam-Looked in Attic ❑ Yes ------------------------------------------ ------------- 78. -Guard -Rails -- Rails & Deck Construction -Post Caps --------------------------- -- 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes - - - - .. -------------------------------- ------------ - 80. Followin instld.: Drive Cl Yes ❑ No: Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No ---------------- -- 81. Stucco: Brown -Finish 82. A.C. Unit: Disconnect. Electrical, Plumbing ----------------------------------------- -- 83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings ------ -- - -- - -------------------------- - 84. Water Well: Disconnect, Electrical, Plumbing - --------------------------- -- --- 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground - - - - - - - - --- --- ----------------------------------- -- 86. Ventilation Throughout House .. ... _ I - --------- ------------------------------------- 87. Glass Protection _. .. .- ---------------------------------------- 88. Corrections from Previous Inspections - - ----------- --------------------------------------------- 89. Gas Test -Meters Tagged: Gas -Electric ----------------------------- ---------------------------- 90. Water & Sewer Connected -C/O to Grade -HD Approval ------ - -------------------- ----------------- 91. Energy Compliance Certificate -Other Certificates -_.._..------------------ ----------- --- Date Card B-1 Date Card B-1 ------ ------- ------- --------------------------- Date Card B-1 Date Card B-1 ----------------------------------------------- --- --- Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION bEPARTMENT OF DEVELOPMENT SERVICES 1469 Hu mboldt Road, Chico, CA - (916) 891-275,1 7 County Center Drive, Oroville, CA - (916) 538-7541 —747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE Aroufineirmpection indicates that the following violations of Butte County Ordinances exist at ffie above address and should be corrected. Please notify this office when correction of work Date S Inspector REI/ 1 .'r t� ice... �r;.r . a : � .y; ;�il`�"'. `.z`rt�1�.ab�-- -'.•�. - ti.4 �;r'. .z -a :r .. .. .. � .. , f - ; r. 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 T.2.... PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at"-!, the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, lease contact this office immediately. V.% i7Tj P i i Ltd 1 !,► �/ �_ UI 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 . A O PERMIT NO..-,.' A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work ; is completed. If you have any questions pertaining to this matter, or need additional explanation, r please contact this office immediately. [[; Q 6p, e,,i ui J Sn_f s..1A ' 1 K Date Inspector REV 10/9 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 „I CORRECTION NOTICE R - PERMIT A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation,' please contact this office immediately. n .4pq CA 74 s DatI Inspector _ Z REV 10/92 -41 Date Z— Inspector REV 11/91 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE `Z - 31 Go R PERMIT MIT 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 officeiwhen correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 42 -41 Date Z— Inspector REV 11/91 •T v. .^.w`r-✓'...'K"•.a.15'�"•R`firr.+.+A1�Yr�•.�-.r^.'•V..".z.r��Y�A. -. .1 � r...�,s. �... �•-` .. ly+Y'�diF"RAIP COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE yz -3/O6 OWNRR 11 PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date -/' / Z Inspector REV 11/91 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE ►���,( Z- 360 EO PERNOT NO_ A routine inspection indicates that the following violations of Butte County Ordnaneesexist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need addrtionalexplana tion {lease contact this office immediately. See- 46&� C 1 A �� , if �►✓G o e I\ o o ZX F Date/'D 6 ! Z Inspector REV 11/91 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. �j4aKI ASSESSOR PARCEL NUMBER 069-300-030 �.-- '" ZONING RT -1 BUILDING PERMIT ^-- OWNER Don Spence TELEPHONE S0. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 6277 Jack Hill Drive, Oroville 2,414 R 130,356.00 1,142 M 20,556.00 CONDTRACTOR'S NAME ettrs589-2574 B ildeG TELEPHONE 47 nfin. 16,286 CON RACer ADDRESS en 5,047.00/13.471 a 1 iMp ce 500.00 CONSTRUCTION (ENDER UNKNOWN ( Total Valuation $ 187 217.00 LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ 05.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 452.75 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ 20.00 Penalty $ BUILDING ADDRESS Permit fee $133.25 6277 Jack HI11 Drive PLUMBING PERMIT Filing Fee 15.00 Each Trap 12 5.00 70.00 Solar or heat pump water heater 11 20.00 20,00 LOT NO. 407 SUBDIVISION NAME PARCEL MAP 66-10 Water piping j 7.00 7.00 Each pas water heater or vent 7.00 USE OF STRUCTURE SF © Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer j 15.00 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New [J Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: -New 4i nol a Fami 1 V _ W/AttarhPd CaragP Permit Fee$ 127.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 1 18.50 18.50 CONTRACTORS LICENSE LAW 1 declare upoefpenalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business(POWER and Professions Code and my license is in full rce and effect. License No. w ���� Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200ATO1000A1 37.50 NEW CONST. DWELLING OCCUR.&) X 3.64sq.ft. 124. 5 OR ADONS- ACC. SLOGS. NEW CONSTR ULTI.OUT LET NON -RE SID BRANCH CIRC ITS @ 5.00 APPARATUS & I SINGLE OUTLET CIR. Ex. OCcu ( 20 76 p\OUTLETS OR FIXTURES FIXED Ex. Occup. OUTLETS PAPLNS (R ESID OR EA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring '15.00 Covered Porch Wired 287.5 10.05 Permit Fee $ :.;?; . ^-168.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): E:1 To -permit is for $100.00 (valuation) or less. have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 1 15.00 Heating Heat Pump 5 Ton 1111.00.11.00 Cooling 5 Ton 16.50 Hood j 6.501 6.50 Ventilation 2 .50 1 9.00 Permit Fee $ 58,00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep.harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in' any way accrue my in consequence of the granting of this permit. 00, agains aidX&I", X o _ Date Signature of Applicant - Owner❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 storiefi in height. Mobile Home Installation Fee S Energy inspection Fee $ 40.00 occ; _ CONST TYPE VN I TOTAL FEE $ 1,786.25 HAz I D FEEae IMP -' I FLPJ CDF I PARCE PD D I s This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. RECTOR OF PUBLIC WORKS By �� Date PER T WPiRES Date Receipt 125915 .W WHITE -D. P. W., YELLOW-ASSC SOR, PINK•INSPECTOR, GOLDENROD -APPLICANT `D�AOUNTY OF COUNTY I r?�7»fr``+�s� ± "{d1�1Y+1�Ji'_ti"P�yl i!t"�°!��j�` r i` ._:;"'a'pI i �F" JA" int �Uii� AR'TAAEN� ®F PUBLIC ,BUILDING NVISION rvol 4.,M ts��,; }yi:•, ..tam en.,. ' i.; N. i. C5 Mia '", y• lit -+.'o r. k., s C T B OROVIINLE CALIFORNIA,95965 �TELEPHON ri t PERMIT APPLICATIONDATA SHEET OWNER 526- NJ A. P. No. 60 ,. �00` 0:30 Proposed Building Use SIE Q,. Building Inspector 6w Date 47123 t ib, 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 . ........................................ OIL1.� 2. Plot plans, 3/4 sets, signed by preparer of plans. - ;• �k 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. • 5. Hazardous Material Form. 6IL- 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings. . or 8. Engineered truss details and layout in duplicate (required prior to plan check). ROPES 'r QOOF 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of$ .................................... _ Eb 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 . ................. . 01�, 14. Sanitation and plot plan approval CAO QU Q Health Department . ........... . 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. . NIA, 19. Driveway permit (construction approval required prior to occupancy). q� !�'ei .,t 20. Pre -inspection for Pre -Inspection requ� required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner Mail to owner )............ Recorded copy of Agricultural Acknowledgement Statement . ..................Z 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..7................................................... 33. 34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone SQW. ZS74 and hold for pickup at 6f6 office. Deliver with inspector. Other a c� Parcel Creation i / eZ3 gam. Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other .'Date By The following data must be submitted prior to permit issuance: (Circle new item`not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by 1 D e Plans approved by Date Sets of plans n h d id" 'orFile cabinet AP folder IILCopy - Department of Public Works •��' e.�—d,N.v�7.v'ti✓rt�l[+.rjraltj.t+y �aqw'^",�".•,�,P„'�—.�---,.:-.e�.ww.y-•-•rt,.: �..+rp,rrr.KWi+}iJ'<K'*.�9_P'•'�,'.Ky.,+.��'��irvnwayii't.7'9Ft�"o1Yw BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (Onp Form Per Building) School District Qf 0VILCC-- �--LE'ryle-& AaV Building Department No. A:P. Number operty Owner h6" 5 C Property Location/Address(oZ-71 Jurisdiction 0 City ® County Y Subdivison L LLLY 2 I r)Gr-- - U t JIT 4 Lot No. 407 Residential Development 0 0 0 Sq. Footage 2414- No. 414No. of Living MHI Addition (Group R) Units r1 Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed•Areas) Building D'epartm nt Representative Date (Floor Plans reviewed by School District Personnel) District Identification No. -- A -5 School District certifies that '(Applicant) .t _ (Street Address)/ (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. %�-c/a /' by payment of $ representing 2q/ square feet. District Representative /0 Date Paid by Check Number / Remarks:,/ F Bank Number / - --b. z/ D 3 y 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 Duality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.wkl (4192j' R -...�....�:,'zb �'ktt�f•�y'"w,`sy .. wr�•�.rwniri�,jt� �:'.7t�`h�ildt�?"?`+d.``n� '4`fRT"*P; �Ss�;•vr`"r•.s +...-,,..» y^'� �r��'N R�r�3X+Y�.w cs;i'--� i.as�w��rsyF'�?t"N'Rmc-.,r:, iigba•,':y. BUTTE COUNTY SCHOOLS`TMPACT FEE CERTIFICATION FORM'' (Orbe Form -Per Building) f- School District Of 0 Ec .. 1, Building Department No. A.P. Number 0(o9 3M-030 ° Jurisdiction 0 City County Property Owner 5.�E-NCE 06W -t 6AL16ACA e 1 Property Location/Address MA_iX / CV 0 Subdivison ( d (. A;Y I O Lot No. 40-7 Residential Development Commercial/Industrial No. of Living MHI Units . Sq. Footage 3146 Addition (Group R) 0 = Sq. Footage New Addition (Including Exterior Roofed Areas) t UiLQ.q12 3192 Building Departm t Representative Date s (Floor Plans reviewed by School District Personnel) t District Identification No. School District certifies that i (Applicant) - A( (Street Address) U t; (Phone Number) (City) (State) (Zip Code)—, has complied with the requirements of Resolution No. by payment of $ 0 0 representing square feet. `J School District Representative d Paid by Check Number Bank Number /&JE,/ / p Paid by Cash 1-.,)3 - z_ Date 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) feeform.wkl (4/92) Ry COUNTY OF BUTTE - DEPARTMENT OF PUBL_''II,�,C WOR PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telepho)sa 916,138-754�� _3 �1 Q�� -�- . -,- APPOCATMN AND PERMIT C InCJ,L - ) (� ASSESSOR PARCEL NUMBER O - OD -03G g� Z�Kj N I BUILDING PERMIT OWNER Da/y _,�0E4)GG TELEPHONE S0. FT. OCC. BUILDING VALUATION OWNER'S &27-7 2 /�LI��UG ADDRESS Drt�ve O'rovl-ale CONTRA TOR'S NAME "itPlt &". , Q iD HO X1 30 s 'T N�f. II �` "/ O 5� CONTRACTOR'S MAILING ADDRESS CONSYRUCTION LENDER UNKNOWN , Fireplace Total Valuation $ 15- r 1077 Z g LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 15.00 Permit Fee Plan Checking Fee $ 0S,0 $ 4,52,15 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ 20 Penalty Penalty $ BUILDING Z-7-7 ADDRESS �•II Z%� Y�1.`�,�,Li. Permit fee $ 13q 3,2� PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.001 70,00 LOT NO. SUBDIVISION NAME PARCEL MAP © Solar or heat pump water heater Water piping 20.00 20 .06 7.00 00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF 5� Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Isr� Mobile Home S I G I W @ 15.00 TYPE OF WORK New Q' Addition Ell Remodel❑ Utilities L7 Installation❑ Other ❑ Describe work: S .E e Al/ Q,ftfGt e-kod p/)yjr(,tI Permit Fee $ IZ76D Contractor ELECTRICAL PERMIT Filing Fee 15.00 V OR LESS Main service 100AORLESS 18.50 1$.0 CONTRACTORS LICENSE LAW I declare under penalty of perjury p y ) y (check one): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification L_ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main service 200ATO1000AI 37.501 NEW CONST. DWELLING OCCUP.& OR ADDNS. ACC. BLDGS. ) 3.6Qsq.ft. -T 12^ ,�� NEW CONSTR ULT I -OUTLET NON-RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS ti SINGLE OUTLET CIR. ) Ex. OCCUp\OUTLETS OR FIXTURES 2076d Ex. Occup. FIXED APPLNS. OR OUTLETS (RESID,) EA.) 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring '15.00 (0J "d P0r•w,,.iA Z09 /0,05 Permit Fee $ I WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have. placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIirig Fee 15.00 Heating Ro a -Ir- 5 T r Cooling T16,Sa Hood l 6.50 Ventilation 2 q Permit Fee $ 58 .QO Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 'also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0'• deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 40,CZ coN T PE TOTAL FEE $ 11Z,g( ; -z I DFEE IMP FLIP ,= CDF PggCEV {// PO vI I E This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No. wNITC-D.P.W., YELLOW-A99[990R, PINK -INSPECTOR. GOLDENROD -APPLICANT WWI 71L� -PARTMENT OF PUBLIC WORKS PERMIT NO. Z 33a2••.�,,, III , 95965 - Telephone:>i916.'531't-7541 -�`-` ` � s 9 CaliforniatHMA•TPON AND PERMIT `� .ASSESSOR PARCEL NUMBER^ — 0– ZONING e -T -- I BUILDING PERMIT OWNER ,S( "62- , 13�r Dan TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 12lbiU 17C(j -o M& 900q CONTRACTOR'S NAME'- TELEPHONE n �Bu.t4d� 5- 25-79- 1314+6 4q &00' 1392 c 1 " $ . II 1� 7001 CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER UNKNOWN '7 0 O � Fireplace Total Valuation $ 00 .r� 4 LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE No. Filing Fee $ 15.00 Permit Fee Plan Checking Fee $ 1SD ' $ e31?S. ARCHITECT_ OR ENGINEER'S MAILING ADDRESS Energy Plan Checkin Fee $ Penalty $ BUILDING ADDRESS Dro Permit tee $ 15 2CJ,-7r PLUMBING PrEFIMIT FilingF 15.00 Each Trap �'` )g 5.0 70,C0 Solar or heat pump water h ater 20 00 ZO,db LOT NO. SUBDIVISION NAME, PARCEL MAP l _ 0�'r C Water piping! 7,0) Each gas,Gvater heater or ven - t5.00 USE OF STRUCTURE SF Ll�' DuplexF Mobilehome❑ Other SPECI FY Gras -p -i 119- e sm 1-- 5 -out Ie Building sewer 5.00 1Sin Mobile Home S I G I W @ 15.00 TYPE OF WORK New F-11 Addition L_1 Remodel❑ Utilities❑ Installation❑ Other Descrioe work: 2 <Mq 9FE / I '44_ Permit Fee $ 12-7qM Contractor ELECTRICAL PERMIT ilingFee 15.00 00V LESS Main service 200AORLESS 18.501 ){�,� CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): 01 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, Or my employees with wages as their Sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 20CA TO 1000AI 37.50 NEW CONST. DWELLING OCCUPM OR ACDNS. ACC. SLOGS. II 3.6Qsq.ft. 4 � NEW CONSTR. ULT' -OUTLET NON.RESID BRANCH CIRC ITS 5.00 POWER APPARATUS &)/ SINGLE OUTLET CIR. ) Ex. Occup(TLETS OR FIXTURE OU 20 46a FIXED APPLNS. OR EX. Occup. UTLETS IRES,C., EA.) O I 3.00 Temporary service 5.00 Mobile Home Facilities III A5.00 Misc. Wiring 1 .00 Permit Fee $ 1 3� WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. F-1 I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such[Permnlt provisions or this permit shall be deemed revoked. Contractor MECHANICAL PER IT FilingF 15.00 Heating 1e-� IAJY'A S T I Sp(tt Cooling W�, Hood 6.50 Ventilation 3 13-m Fee $ actor S r I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 ororiieesj in height. Mobile Home Ins Ilation Fee S Energy Inspectio Fee $ occ CONST YPE I TOTAL FEE $ Iq3S,ps HAZ V FEES IMP ✓ FLOOD ..� COF PAR EL PD HD ISSUE This permit 's hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No.-�ql `ter/�� — WHITED. P.W„ YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROO-APPL I CANT .. i I Z -y 2- 40 'S T7, 9 fit time of permit application, I was advised the above fees are required to be paid pr.-;07-- to r:o-to issuance of the permit. 4PPLICANT DATE COUNTY OF BUTTE - DEPARTmENT OF, RUBLIC wons - BUILDING .DIVISION 7 -COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 OWNER Swahay- A. P. NO. d q-300- 0 36 'ROPOSED BUILDING USE 2 DAZE 1,123 L97s REC . I DATE_ REC ✓.1.. School Distric Fees (paid at, District Office) ........... ,.., ....,... /2. Sheriff Fees = 12S4pS 423 (paid at Building Department) Residential .-....... X =$ _ unit amt. Commercial(per sq.ft.) Z _$ sq.ft. amt. 3. Urban Area. Fees - (paid. at Building Department - Residential (per unit)* % _$ # units amt. Commerical(per sq.ft.) X =$ sq.ft. amt. 4. Recreation District Fees (paid at District Office) .......................... 5. Drainage District Fees (Contact Land Development) ......................... 6. Other 7. Other fit time of permit application, I was advised the above fees are required to be paid pr.-;07-- to r:o-to issuance of the permit. 4PPLICANT DATE RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) p� Bldg. Permit # / OWNER_ A.P. # Plan Checker GENERAL 1! Zo ing requiremen s: (sideyards and number of permitted living units). al uation.('MfV1&eb tD �ans signed by designer. 4/Proper description of work on application. 5—Ex s ing violations. on property. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). otice of violation. PLOT PLAN Complete parcel size and dimensions. /Setbacks, sideyards, easements, etc. ther buildings or structures. ding, fills, drainage. Sd hazard. Special conditions on creation map,' (noise, CDF, fire sprinklers, non-comb- ustible, and foundations). FAU & FAS road setback. . Building or utilities across lot lines (Record form). FLOOR PLAN 1� Complete to scale.plan with,dimensions. 2�quired windows for `light' an'd ventilation - (Sec. 1205). �ed windows for second exit (Sec. 1204). y fights (Chap, & Sec. 5207). Human impact glass (Sec. 5406). 6 � �e{uired.room sizes, ceiling heights (Sec. 1207).-' 7 GF in baths; garage, kitchen, and exterior outlets (Article 210-8). 8,o --Light fixtures, .switches,,receptacles, and exterior *receptacles, for main- te e of mechanical•equipment. 9 oc _ions'of water heater, heating and cooling equipment, other electrical { gas equipment. 1 . G ge firewall, door, size, and, closer' (Sec. 503(d)(3)). 1 3'0"•exterior exit door (sec. 3304,(f). t,; 1 re�1;ace and wood'stove location, alcoves, and clearance: 1.3. e detectors (Sec. 1210). 1 . Plumbing fixtures, water.closet clearances and shower size. ' A � `STRUCTU "DETAILS Y II ti f • 1. Standard bracing or�efn-gineered design able 25V) ; •hape, size, or split eve house requiring literal -"design.' ,3!Cpffestory requiring balloon framing and/or engineering. ree story,,building .requiring,engineered calculations and plans. f{ Foundation plan compl'e'te enough oto construct •building: Floor onstruction,details complete enough to construct building. _ons and wall construction details complete enough to•construct building R ,f construction details complete enough to construct building. eplace construction details and calcs if necessary. 1• Rafter ties -or bearing ridge beam. 14 '--Garage :do.or or -porch header sizes. 12' ---Stud, heights., 1 . Adobe soils = special�foundation'•design. 1 Retaining walls requiring design. " 1. Special Inspection required. E7—� 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR ]� S�t''sway details: landings, rise and run, head clearance, handrails ��(bec. 3306). Guardrail details (Sec. 1711 & 3306(j). , i.c c or stone veneer (Chapter 30) . terior plaster - weep screeds (Sec. 4706). . groper roof pitch for roof convering (Chapter 32). g� Ro overing type - (fire hazard). oam insulation - protection. ' halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. -3 exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). 1f.—Attic access and ventilation (Sec. 3205). floor access and ventilation (Sec. 2516). Combustion air for fuel burning appliances - L.P.G. requirements. ois requirements on duplexes. I�,1L E rgy design. 16—.—Flashing at all exterior openings. 47'. 3 responsible area requirements. DA`rA )�_h / r ' ` /' A � � i2 E Q n G' � R /' I r� fie• C,� d tJ't- n cr v C D4..6�$.-� 'Z ems,, W DOeS f T- FIT" .? - ®r NOW 01011 S L — /D-1-4r4Z ��- .� r 3� ©FF• OIST -t' o a rrt utov S -("o �-Dti1 P 1 1 1 i cn I I I 1 I I I 1 11 I I 1 1 I 1 1 I 1 I 1 1 1 I 1 - I '' -1 •e ~ ` .. 1 I 1 I 1 I .J` I 1• 1 S 1 I 1 :ii Gc u.Aaf I I 1 ! - LJJ I 1 I • I r I [Yl 1 1 I • LJ.I .• 1..1..1 . I I I �... 1 CI. 1 1 r„CI - P•} . s_ s... I 1 4C: = 1 —.I 1 L.LJ LLI 1 O_ V• I J I Ll; LLI 1 •-1CD C'•A 1 L11 I K. I I LL.1 I 1 1 LJJ 1 f.0 - I 1 �. I Vii• _T- •CP .I 4• I 1 1 1 I •C� CX' I --R.” Lr.. a.0 .^- sC 1 I 1 I �rx CJ.:: L l 1 1 1 1 LCa Y_'I I 1. 1-^- F--• KT •.[S I 1 lJ C] 1 I 1 I IJ^I CJ"1 I I 1 ._ 1 I I _ IY LU uJ P_l LL.0 LI l � • �C' 7,V Me:, 1 LI _T_ UJ 1 �1 I .-• I Cr) " rr.1 LI- I I 17._-�, I 1 I I acl up X-' C14I 1=n g rl I C'J cr 1r:l 1 f �_1 1 1 . _.1 4'1 1 r'1 1 Lia 1. LU aT: .). !— �;,+ -�' r-. ^• I 1 I t 1 1 1 1 �.1 I 7Z C� ".L CC: I.JJ 4'• G'• I I u":1, 1 I r,,.! LL.I I 1 Cr :;a!: • CEJ �T l.11 LL I `LJ.1 - c LLA J„1 r:'1 C.r) I =? 1 I 1 0% I I LUI 1 u,TTE C®, CERTIFICATE OF COMPLIANCE: RESIDENTIAL. Page 1 CF -1R Project Title.......... Residence for Spence Date........ 10/23/92 Project Address........ 6277 Jack Hill Dr. Oroville Documentation Author... Carol Kuopus Company ................ CALCTECH Telephone...... ...... (916) 589-4219 Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........... 11 Field Check Date MICROPAS3';v3.01 File-SPENCECO Weather-CTZ11 Program --FORM CF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence GENERAL INFORMATION Conditioned Floor Area..... 2529 sf Building Type.............. Single Family Detached Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type.... Raised Floor Infiltration Control....... Standard BUILDING SHELL INSULATION Component Insul Type R -value Location/Comments Wall R-24 FRONT, LEFT BAY, FRONT BAY, RIGHT, BACK LEFT Door R-0 FRONT ENTRY, TO GARAGE, TO UNFINISHED RIGHT Wall R-19 TO GARAGE, TO ATTIC Wall R-11 TO UNFINISHED S1abEdge R-0 SLAB EDGE F1oorExt R-19 TO OPEN Roof R-38 FLAT CEILING, TILT CEILING. GLAZING Glazing Area # of Interior Exterior Framing Orientation (sf) Panes Shading Shading Overhang Type Window Front (E) 62 2 DRAPES None Yes Metal Window Front (E) 1.49 2 DRAPES 50% BUG SCREEN Yes Metal Window Front (SE) 23 2 DRAPES 50% BUG.SCREEN Yes Metal Window Right (NE) 23 2 DRAPES 50% BUG SCREEN Yes Metal Door Right (N) 6 2 DRAPES None Yes Wood Window Right (N) 54 2 DRAPES 50% BUG SCREEN Yes Metal Window Right (N) 3 2 DRAPES None Yes Metal Window Back (W) 101 2 DRAPES 50% BUG SCREEN Yes Metal Window Back (W) 52 2 DRAPES None Yes Metal Window Left (S) 49 2 DRAPES 50% BUG SCREEN Yes Metal CERTIFICATE OF COMPLIANCE: RESIDENTIAL. Page 2 CF -1R Project Title......:... Residence for Spence Date........ 10/23/92 MICROPAS3 v3.01 File-SPENCECO Weather-CTZ11 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence THERMAL MASS Area Thickness Hard Surfaced/ Type (sf) (in) Exposed Location/Comments SlabOnGrade 255 4.0 Yes LOWER LEVEL S1abOnGrade 425 4.0 No STUDY & BEDROOM2 ASSUMED HVAC SYSTEMS Assumed Duct Duct Assumed System Efficiency Location R -value HeatPump 8.0 HSPF Attic R-5.7 HeatPump 13.60 SEER Attic R-5.7 ACTUAL HVAC SYSTEMS Actual Output Manufacturer and Model # Actual System Efficiency. (Btuh) (or approved equal) Heating 8.OHSPF 55500 Lennox HP21-651 Cooling 13.6SEER 58000 Lennox HP21-651 Cooling Coil Lennox A/H CB21-65 CEC Maximum Output for Gas Central Furnaces: Btuh WATER HEATING SYSTEMS Tank Capacity System Type J (gal) Storage, Electric 37.0 Manufacturer and Model # Energy (or approved equal) Credits A.O. SMITH PEC -40 SPECIAL FEATURES/REMARKS R-5.7 duct insulation required R-19 floor insulation required R-11 insulation required in interior walls to Unfinished space R-19 insulation required in garage and attic walls R-24 insulation required in exterior walls per Form 3 R-38 insulation required in tilted ceilings R-38 insulation required in flat ceilings per Form 3 Dual pane glazing with metal frames required per elevations - HP1:,Lennox HP21-651 with 8.OHSPF at 55500Btu/hr. HPAC1: Lennox HP21-651 with Lennox CB21-65 Air Handler HPAC1: 13.60SEER at 58000Btu/hr. None CERTIFICATE OF COMPLIANCE: RESIDENTIAL. Page 3 CF -1R Project Title......,... Residence for Spence Date........ 10/23/92 MICROPAS3 v3.01 File-SPENCECO Weather-CTZ11 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. DESIGNER Name.... John Starr Company. Better Builders Address.. 5263 Royal Oaks Dr. Oroville CA 95966 Phone... (916) 589-2574 License. 323225 Signed (date) DOCUMENTATION AUTHOR Name.... Carol Kuopus Company. CALCTECH Address. Drawer G Feather Falls, Phone... (916) 589-4219 OWNER Name.... Spence Company. Address. Phone... Signed (date) ENFORCEMENT AGENCY Name.... Title... Agency.. CA 95940 Phone... Signed Cg ,, l0 w Q,t. (date) Signed (date) COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... Residence for Spence Date........ 10/23/92 Project Address........ 6277 Jack Hill Dr. Oroville Documentation Author... Carol Kuopus Building Permit Company ................ CALCTECH Telephone.............. (916) 589-4219 Plan Check Date Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........... 11 Field Check Date MICROPAS3 v3.01 •File-SPENCECO. Weather-CTZ11 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence GENERAL INFORMATION Conditioned Floor Area..... 2529 sf Building Type .............. Single Family Detached Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... ReducedYear Floor Construction Type.... MICROPAS3 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 38.56 26.59 11.97 Space Cooling.......... 19.22 13.81 5.41 Water Heating.......... 8.07 15.10 -7.03 Average Ceiling Height..... Total 65.85 55.50 10.35 BUILDING ZONE'INFORMATION *** Building complies *** GENERAL INFORMATION Conditioned Floor Area..... 2529 sf Building Type .............. Single Family Detached Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... ReducedYear Floor Construction Type.... Raised Floor Number of Building Zones... 1 Conditioned Volume......... 23596 cf Footprint Area............. 2274 sf Slab -On -Grade Area......... 680 sf Glazing Percentage......... 20.7 % of FA Average Ceiling Height..... 9.3 ft BUILDING ZONE'INFORMATION Floor Vent Special Cond- Area Volume # of Thermostat Height Vent Area Zone Type itioned (sf) (cf) Units Type (ft) (sf) HOUSE Residence Yes 2529 23596 1.00 Setback 8.0 n/a 1z COMPUTER METHOD SUMMARY Page 2 C -2R Project Title......,... Residence for Spence Date........ 10/23/92 MICROPAS3 v3.01 File-SPENCECO Weather-CTZ11 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence OPAQUE SURFACES Area U- Insul Act Solar Location/ Form 3 Surface (sf) value R-val Azmth Tilt Gains Comments Reference HOUSE 1 Wall 22 0.048 R-24 90 90 Yes FRONT U Q 2 Door 20 0.330 R-0 90 90 Yes FRONT ENTRY c6c OP. OLVE 3 Wall 274 0:065 R-19 180 90 No TO GARAGE 4 Door 40 0.330 R-0 180 90 No TO GARAGE ' 5 Wall 322 0.098 R-11 90 90 No TO UNFINISHED � 6 Door 50 0.330 R-0 90 90 No TO UNFINISHED it 9 Wall 222 0.048 R-24 90 90 Yes FRONT T SR1IC;15 10 Wall 41 0.048 R-24 135 90 Yes LEFT BAY 11 Wall 41 0.048 R-24 45 90 Yes FRONT BAY ,► 12 Wall 458 0.048 R-24 360 90 Yes RIGHT ► 13 Door 14 0.330 R-0 360 90 Yes RIGHT 14 Wall 360 0.048 R-24 270 90 Yes BACK 15-r(t &P4ffc,3 15 Wall 487 0.048 R-24 180 90 Yes LEFT It 16 Wall 95 0.065 R-19 90 90 No TO ATTIC G$ {}l,tl_ 18 F1oorExt 1594 0.049 R-19 0 0 No TO OPEN � 19 Roof 1584 0.025 R-38 0 0 Yes FLAT CEILING nsin GC 62 1 20 Roof 345 0.029 R-38 90 12 Yes TILT CEILING C6C SID. L4)6 21 Roof 345 0.029 R-38 270 12 Yes TILT CEILING it PERIMETER LOSSES Length F2 Insul Surface (ft) Factor R-val Location/Comments HOUSE 7 S1abEdge 7 0.900 R-0 SLAB EDGE 8 S1abEdge 86 0.550 R-0 SLAB EDGE 17 S1abEdge 84 0.720 R-0 SLAB EDGE GLAZING SURFACES SC Interior SC Area # of Frame Open U- Act Glass Shade Gls+ Surface (sf) Panes Type Type value Azmth Tilt Only Type Shade HOUSE 1 Window 10 2 Metal Fixed 0.65 90 90 0.77 DRAPES 0.66 2 Window 36 2 Metal Slider, 0.65 90 90 0.77 DRAPES 0.66 3 Window 52 2 Metal Fixed 0.65 90 90 0.77 DRAPES 0.66 4 Window 53 2 Metal Slider 0.65 90 90 0.77 DRAPES 0.66 5 Window 60 2 Metal Slider 0.65 90 90 0.77 DRAPES 0.66 6 Window 8 2 Metal Slider 0.65 135 90 0.77 DRAPES 0.66 7 Window 15 2 Metal Slider 0.65 135 90 0.77 DRAPES 0.66 8 Window 8 2 Metal Slider 0.65 45 90 0.77 DRAPES 0.66 9 Window 15 2 Metal Slider 0.65 45 90 0.77 DRAPES 0.66 10 Door 6 2 Wood Hinged 0.65 360 90 0.67 DRAPES 0.57 11 Window 14 2 Metal Slider ,0.65 360 90 0.77 DRAPES 0.66 12 Window 3 2 Metal Fixed 0.65 360 90 0.77 DRAPES 0.66 13 Window 40 2 Metal Slider 0.65 360 90 0.77 DRAPES 0.66 14 Window 48 2 Metal Slider 0.65 270 90 0.77 DRAPES 0.66 15 Window 52 2 Metal Fixed 0.65 270 90 0.77 DRAPES 0.66 16 Window 53 2 Metal Slider 0.65 270 90 0.77 DRAPES 0.66 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Residence for Spence Date........ 10/23/92 MICROPAS3 v3.01 File-SPENCECO Weather-CTZ11 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence Interior SC Shade Gls+ Type GLAZING SURFACES DRAPES 0.66 DRAPES 0.66 DRAPES 0.66 SC Area # of Frame Open U- Act Glass Surface (sf) Panes Type Type value Azmth Tilt Only 17 Window 40 2 Metal Slider 0.65 180 90 0.77 18 Window 6 2 Metal Slider 0.65 180 90 0.77 19 Window 3 2 Metal Slider 0.65 180 90 0.77 OVERHANGS Area Window Overhang Overhang Surface (sf) Height Length Height HOUSE 1 Window 10 5.0 12.0 1.8 2 Window 36 4.0 2.5 2.3 3 Window 52 6.5 4.5 2.3 4 Window 53 6.7 2.0 2.3 5 Window 60 4.0 3.5 2.3 6 Window 8 4.0 3.5 2.3 7 Window 15 5.0 3.5 2.3 8 Window 8 4.0 3.5 2.3 9 Window 15 5.0 3.5 2.3 10 Door 6 3.0 2.0 2.7 11 Window 14 3.5 2.0 2.3 12 Window 3 1.0 2.0 1.3 13 Window 40 6.7 23.0 2.3 14 Window 48 4.0 2.0 2.3 15 Window 52 6.5 14.5 2.3 16 Window 53 6.7 14.5 2.3 17 Window 40 6.7 23.0 2.3 18 Window 6 3.0 2.0 2.3 19 Window 3 1.0 2.0 2.3 EXTERIOR SHADING Area Shading SC of Surface (sf) Type Ext Shade HOUSE 2 Window 36 50% BUG SCREEN 0.84 4 Window 53 50% BUG SCREEN 0.84 5 Window 60 50% BUG SCREEN 0.84 6 Window 8 50% BUG SCREEN 0.84 7 Window 15 50% BUG SCREEN 0.84 8 Window 8 50% BUG SCREEN 0.84 9 Window 15 50% BUG SCREEN 0.84 11 Window 14 50% BUG SCREEN 0.84 13 Window 40 50% BUG SCREEN 0.84 14 Window 48 50% BUG SCREEN 0.84 16 Window_ 53 50% BUG SCREEN 0.84 17 Window 40 50% BUG SCREEN 0.84 18 Window 6 50% BUG SCREEN 0.84 19 Window 3 50% BUG SCREEN 0.84 Interior SC Shade Gls+ Type Shade DRAPES 0.66 DRAPES 0.66 DRAPES 0.66 COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... Residence for Spence Date........ 10/23/92 MICROPAS3 v3.01 File-SPENCECO Weather-CTZ11 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments HOUSE 1 S1abOnGrade 255 4.0 28.0 0.98 R-0 2 S1abOnGrade 425 4.0 28.0 0.98 R-2 System Type HOUSE HeatPump HeatPump HVAC SYSTEMS Minimum Duct Efficiency Location 8.0 HSPF Attic 13.60 SEER Attic WATER HEATING SYSTEMS Capa- System # of city Effic- Type Heaters (gal) iency LOWER LEVEL STUDY & BEDROOM2 Duct Duct R -value Efficiency R-5.7 0.894 R-5.7 0.884 Standby Input Loss Rating Storage Electric 1 37 0.997 RE 0.93% 5 kW SPECIAL FEATURES/REMARKS Pilot Size (Btuh) n/a R-5.7 duct insulation required R-19 floor insulation required R-11 insulation required in interior walls to Unfinished space R-19 insulation required in garage and attic walls R-24 insulation required in exterior walls per Form 3 R-38 insulation required in tilted ceilings R-38 insulation required in flat ceilings per Form 3 Dual pane glazing with metal frames required per elevations HP1: Lennox HP21-651 with 8.OHSPF at 5550OBtu/hr. HPAC1: Lennox HP21-651 with Lennox CB21-65 Air Handler HPAC1: 13.60SEER at 58000Btu/hr. Credits NONE HVAC SIZING Page 1 HVAC Project Title......... Residence for Spence Date........ 10/23/92 Project Address........ 6277 Jack Hill Dr. Oroville Documentation Author... Carol Kuopus Company ................ CALCTECH Telephone .............. (916) 589-4219 Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........... 11 Field Check Date MICROPAS3 v3.01 File-SPENCECO Weather-CTZ11 Program -HVAC SIZING User#-MP1320 User-CALCTECH Run -Proposed Residence GENERAL INFORMATION Floor Area ................. 2529 sf Volume.. .............. 23596 cf Sizing Location............ OROVILLE RS Latitude... ........ 39.5 degrees Winter Outside�Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range ............... 37 F Shading Used ............... Yes Latent Load Fraction....... 0.40 Description HEATING AND COOLING LOAD SUMMARY Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 17036 7499 Glazing Conduction ............... 13598 8839 Glazing Solar .................... n/a 16809 Infiltration ..................... 13421 5510 Internal Gain .................... n/a 2100 Ducts ............................ 4406 4076 Sensible Load .................... LatentLoad ...................... 48461 n/a 44833 17933 Total Load 48461 62766 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. CEC Maximum applicable for gas central furnaces only PROPOSED CONSTRUCTION ASSEMBLY: RESIDENTIAL Form 3R Project Title: Project Address: Documentation Author:Neal Kuopus for CALCTECH Date: Location:Oroville RS Tel.:(916) 589-4219 Building Permit No. Checked By: Date: Enforcement Agency Use Only Assembly Name:STR5R19GB Framing Material:WOOD Framing Size•2X6 Assembly Type:WALL Framing Spacing:16"o.c. List of Construction Components Outside Surface,Air Film 1.0.375" Stucco 2.1" Rigid Insulation 3.R-19 Insulation 4.2x6 Framing 5.0.5" Gypsum Board 6. 7. 8. 9. Inside Surface Air Film Total Unadjusted R -Values: Sketch of Construction Assembly Assembly Tilt•90 Framing %•15$. R -Value Cavity 0.17 Frame 0.17 0.06 0.06 5.00 5.00 17.80 ----- ----- 5:45 0.45 0.45 0.68 0.68 24.16 11.81 RC Rf Framing Adjustment Calculation: (if applicable) 0.0414 x 0.85 + 0.0847 x 0.15 = 0.0479 Total U -Value 1/0.0479 = 20.88 Total R -Value ;PROPOSED CONSTRUCTION ASSEMBLY: RESIDENTIAL Form 3R Project Title: Project Address: Documentation Author:Neal Kuopus for CALCTECH Date: Location:Oroville RS Tel.:(916) 589-4219 Building Permit No. Checked By: Date: Enforcement Agency Use Only Assembly Name:CSR38CC2412 Assembly Type:ROOF Assembly Tilt:0-22 Framing Material:WOOD Framing Spacing:24"o.c. Framing %: 7% Framing Size•2x6 List of Construction Components Outside Surface Air Film 1.Asphalt Shinales 2.Building Paper 3.0.5" Plywood 4.3.5"+ Air Space 5.R-19 Insulation 6.R-19 Insulation 7.2x6 Framing 8.0.5" Gypsum Board 9. Inside Surface Air Film Total Unadjusted R -Values: Sketch of Construction Assembly R -Value Cavity Frame 0.17 0.17 0.44 0.44, 0.06 0.06 0.62 0.62 0.80 0.80 19.00 19.00 19.00 ----- ----- 5.45 0.45 0.61 41.15 R C 0.45 0.61 27.60 Rf Framing Adjustment Calculation: (if applicable) 0.0243 x 0.93 + 0.0362 x 0.07 = '0.0251 Total U -Value 1/0.0251 = 39.84 Total R -Value Return to DPW AGRICULTURAL*STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. OCT ` l 3 1992 The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort arising from the use of agricultural chemicals, including, but not.limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. A11 that real property situate in the County of Butte, State of California, described as follows:. LOT 407, UNIT 4C, KELLY RIDGE ESTATES SUBDIVISION, MORE COMMONLY KNOWN AS 6277 JACK'HILL DR., OROVILLE, CAi bate: /0 -s- 9A PROPERTY OWNERS: ,ZD C. State of C/9Z-hz0OkAIA ) On this the _5 -AA . day of UG7-06E1\19 before SS. me, the undersigned Notary Public County of O�hwGC ) g y , personally appeared Ll Personally known to me. LTI Proved to me on the basis of satisfactory evidence, to be the person(s) whose hame(s) /5 subscribed to the within instrument and acknowledged that /C executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. ary Publ Present A.P. No. 69-30-30 ) � � OFFICIAL SEAL Martha J. Hodge f © NOTARY PUi3LIC CALIFORNIA iI RIVERSIDE COUNTY My Comm. Expires Nov. 28. 1 994 COUNTY OF BUTTNNEJi- DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Califprnia 95&65 - Telephone: 916/538-7541 APPLICATION AND PERMIT )PERMMNO. � -`90 ! ASSESSOR PARCEL NU BER 06' — ZONING RT 1 BUILDING PERMI. OWNER DON SPENCE TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 6277 JACKHILL DRIVE OROVILLE 95966 EST 588 @13 44.0 CONTRACTOR'S NAME TELEPHONE 589-2574 CONTRACTOR'S MAILING ADDRESS 9263 ROYAL OAKS IVE OROVILLE 95966 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ .25 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS OROVILLE Permit fee $ 138.75 PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. 407 SUBDIVISION NAME - PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other RETAIN WALL SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home IS IGI W TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: RETAIN WALL Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 CONTRACTORS LICENSE LAW I declare un I am licensed penalty of perjury (Check One): under provisions of Chapt. 9, Div. 3 of the Business and Profession C e a d�y license is in full fo and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200ATO1000A1 NEW CONST./ DWELLING OCCUP.I8\ OR ACDNS. ( ACC. BLDGS. _37.50 3.64sq.ft. NEW CONSTR.MULTI-OUTLET NON•RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS &) (SINGLE OUTLET CIR. ) Ex. Occup(OUTLETS OR FIXTURES 20 76d Ex. Occup. OUTLETS IIRESID I our K EA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g '15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The RAwfris for $100.00 (valuation) or less. ave placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgm ts, costs, and expenses which may in any way accrue against County con en of the granting of this permit.} X Date ��S "- p� Signature of Applicant — Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 138.75 HA2 0FEES IMP FLOOO COF PAR�L Po HO !Swe-_ y 61 This permit is hereby issued under the sions of the Bu Cou de and/or `Mork indica abo r hich fees RE O F PUBLIC By c:._ PERMIT EXPIRES Date /' n �i applicable provi- resolutions to do have been paid. WORKS c� 5 ^— Receipt No. 123091 WNITE-O.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT I � .. i .: � rYci"r..,,,q,.yj,.yrr !?"cope.�avwe-'��:i.�i�'�c�.;lfi�'�.7',�;,;`nkyYtw�r ��,� ; .� ... _ Y y�•f'A7"='w • . ;. ,. 'X i"r�t • -r '.xly4""• .�,a.,.;v^'+rt"Mr.N.h'�,r�•r. t ••'' ,� r , i, t �`, a COUNTY OF BUTTE OF-P�iBLIC WO ;- BUILDING DTVI. ION .::; 7 COUNTY CENTER DRIVE - OROVILLE�CALIFORNIA 95965 - TELEPHONE (916) 538-7 1 OWNER Proposed Building Use PERMIT APPLICATION ° DATA SHEET L A. No. D - -�a 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 . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans ....................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans .ti ............. 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) b lifo(a ngineer. .............`.... . 14. Sanitation and plot plan approvaV,"i th 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: . ........ d 18. Contact Land Development about (A) Improvements (B) Drainage. ........... 19. Driveway permit (construction approval required prior to occupancy). .. ... .... Pre -Inspection reque�s- 20. Pre -inspection for required. .. to Building Inspector 'v (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 g�issue the er it, roc as follows: Mil tc�},owner. Mail to contractor. I/ Telephone `7 nd hold for %C-lJ - pickup at offi a Deliver with inspector. Other Parcel Creation �, 9 Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: �� !�®,�2��7�P� Drably; 2£7 uJ�i /(S �a�� a� - �c Contractor, designer, owner, was advised of above required data by _ phone T mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mai Counter by Date Plans checked by Date Plans approved by _ Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville. California 95965 - Telephone: 916.'538-7541 APPLICATION'AND PERMIT PERMIT NO. ASSESSOR -?AR EL NUMBER 06y- SCS U -030 ZONIN � j BUILDING PERMIT OWN R ��©Yt S Et t1 (� TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING &DrES, /3If CON RA111'1 NA e r d rS TEL P ONE CO ""tT R'S MA LING. AOD_ REU , 5,;Z 11-k - (--O iV/Z C�Cf Fireplace CONSTRUCTIONUENOER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER - LICENSE NO. Filing Fee $ 15.00 Permit Fee Plan Checking Fee $ $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ - Penalty $ BUILDING ADDRESS - Tladl,r Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT N qv SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTUR l SF [:]Duplex❑ Mobi lehome❑ Other �0 1 ► I " SPEC v - Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S G W 015.00 TYPE OF WORK New VQ Addition [J— Rem -ode l❑. Utilities❑ Installation ❑ Other ❑ Describe work: 12G N �/�Ll.., - Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 CONTRACTORS LICENSE LAW I declare under enact of penalty perjury y (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business_NON and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen• sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ElI, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200ATOI000AI 37.50 NEW CONST.( DWELLING OCCUP.�\ OR ADONS. ACC. BLDGS. lI 3.6Q sq.ft. NEW CONSTR ULTI.OUTLET NO N.RESID BRANCH CIRC ITS 5.00 POWER APPARATUS &) SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES LO 11 76, 0 46,9 FIXED APLNS. EX. DCCUp. OUTLETS IPRESID IREA.) I' 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the 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 against said County in consequence of the granting of this per it. X Date Signature of Applicant — OwnerElContractor Agent ❑ ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct. ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ % 3� .7 I HAz OFEES IMP I FL000 CDf PARCEL PD HD I ISSUE This permit is hereby issued under the sions of the Butte County Code and/or Work indicated above for which fees DIRECTOR OF PUBLIC BY EXPIRES Date applicable provi- resolutions to do have been paid. WORKS DatePERMIT r 7) oG� Receipt No. WNITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT A1.1 Materials & V orkmanship Small Be, in recognized Good Prac s and °' 'it; prescribad for the Specified a in us Un;:::; , Bu! iair ; Plumbing & Mechanical Code F the National Electrical Code. C 0O"' Jprwr � A�• 6 9.30.30 6297 J,�Kµ�t! `l7•e . atow,14 /7-,%1* LOT 407 UNIT 4 C This set of plans and specifications MUST be ten -pt on the job at all times and It is unlawful to Ake any changes or alteratiarns or, same eiithout ?ten permission from the Department of Public Works, . r�-oi-...:.__......-._.............. H � L- L D R � V- . R= 8432' � •�—^-..,,,,&9.32'.`- B �£��•1 � - - P£� D I° — -�—-egaii�ent�Mait-W iwshown �-- —. y & clear of all easements. `o` �. / �litii�tUvt{ S�£T1f�-o/mss I 0 0 /G1�jt opgy; / / 5ST-'MAC %= 6' A, C tz - °a / .6v <2�- lzG h .....SCAL;. H �02 -3/60 BUTTE COUNTY BUILDINC DEPARTMENT A P P R O V E D 6-17-78 0 0. r'). STRUCTURAL i_ A L i= U 'L A T I O N S F 0 R CONCRETE MASONRY CANTILEVER PROPERTY LINE RETAINING WALLS BETTER BUILDERS CONSTRUCTION 5263 ROYAL OAKS DRIVE OROV I LLE, i_ A 95966 Al * v6y- 30�-030 i ALS_ ULAT I ONS ARE IN COMPLIANCE WITH THE 1991 EDITION OF THE UBC t SIGNED ------------ - ----------- DATE - --- FF'ANk: L. TYUh::OS, , : E X434 Ifd BUTTE COUNTY BUILDING DEPARTMENT A P P R 0 V E D F L T ENGINEERING 5790 C -LARK ROAD PARADISE, CA 95969 (91G) 872-0254 SUBJECT: CMU i_ANTILEVER RETAINING WALLS BY: FLT DATE: 7/92 JOB NO.: 2118 PROJECT: BETTER BUILDERS CONSTRUCTION 5263 ROYAL OAKS DRIVE, OROVILLE, CA 95966 FLT ENGINEERING 5790 CLARK ROAD PARADISE, to SHEET 1 OF 20 DESI��N i�:RTTEF'IA: FREE STANDING STANDING C:ONi=RETE MASONRY PROPERTY LINE RETAINING WALLS WITH LEVEL_ BACKFILL. CODE 1991 UBC` SUPERIMPOSED LOADS: NONE CALCIS PROVIDED FOR: A. 4'-0" HIGH WALL - SHEETS 2 & 0 B. 5'-4" HIGH WALL - SHEETS 4 & 5 C. 61-8" HIGH WALL - SHEETS E, 7 & 8 D. 81-0'' HIGH WALL - SHEETS 9, 10 & 11 E. 9'-4" HIGH WALL - SHEETS 12, 18, & 14 F. 11'-4." HIGH WALL - SHEETS 15, 16, & 17 i_ONSTRUCTION DETAILS - SHEETS 18, 19, & 20 MATERIALS: CONCRETE - ULTIMATE COMPRESS. STRENGTH - f1c _ 2000 PSI C 28 DAYS, :MU - ULTIMATE COMPRESSIVE STRENGTH - f ' m = 1500 PSI, GROUTED SOLID, NO INSPECTION REQUIRED, REINFORCING - ASTM A615, GRADE 40, ALLOWABLE SOIL BEARING PRESSURE - 150 PSF, ALLOWABLE LATERAL BRG. PRESSURE - 200 PSF, FLT ENGINEERING PROJECT : BETTER BUILDERS CONSTRUCTION 5790 CLARK ROAD JOB NO. . 2118 PARADISE, CA DATE : 7/ 1992 (916) 872-0254 CALCIS BY : FLT SHEET Z OF 20 SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL_ ---------------------------------------- WALL DESIGN: ------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (PSF) : YIELD STRENGTH OF REINF. - Fy (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): 150( SPECIAL INSPECTION REQUIRED: NO ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): 250.00 GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP) : o OVERALL HEIGHT OF THE WALL - H (FEET): 4 OVERALL_ HEIGHT OF THE SOIL_ - Hr (FEET): 3. 33 A , THICKNESS OF WALL - TOP (INCHES) : 7.6 - BOTTOM (INCHES): 7.6 GROUTED SOLID - WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF): 84 TOTAL EARTH PRESSURE - Fw (KIP): 0.17 MOMENT - Mw (FT -KIP): 0.18 AREA REINF. (IN'''•') Idl (IN) SIZE & SPA (IN) ------------------------------------------------ 0.024 5.35 #4 @ 101.9 MIN. VERTICAL REINF. - .12 % (IN"• ) : 0.109 MIN. HORIZONTAL REINF. - .08 % (IN"' ): 0.073 DESIGN REINF. - VERTICAL: #4 C 16 - HORIZONTAL: #4 @ 3' EFFECTIVE RATIO OF REINF. - p-. 0.0023 MODULAR RATIO - n: 25.8 COEFFICIENT - k:: 0.292 ACTUAL RATIO OF DISTANCE - •j: 0.903 COEFFICIENT = 2/k j: 7.587 ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): 48.94 < 50.00 ACTUAL TENSIONAL STRESS OF REINF. - f s (KSI) : 3.06 < 20 . Oo COMBINED STRESSES @ WALL: 0.20 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. 2118 DATE : 7/1992 CALCIS BY : FLT FOOTING DESIGN: DENSITY OF SOIL (PCF): DENSITY OF i :ONi :ERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEATING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF) : FRICTION COEFFIi=IENT - Fc: FLT ENGINEERING 5791 � CLARK ROAD PARADISE, CA ( 916 ) 872-0254 SHEET .' OF ZD loo 150 1.5 2.5 1500 200 0.35 FOOTING DEPTH (INi_HES): 9 FOOTING WIDTH - HEEL (INCHES): 8 - TOE (INCHES): 8 FOOTING KEY - WIDTH (INi:HES): 0 FOOTING KEY - DEPTH t INCHES) : i . - BACK TO BAS=K OF FOOTING c: I N HES) : 0 TOTAL WIDTH OF FOOTING (INi=HES): 24 OVERTURNING FORCE - F� � (KIP) : OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT" ): SEi=TION MODULUS - S (FT"3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SLIDING RESISTING FORCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP) : AREA REINF. (IN'2) 9d'(IN) SIZE & SPA (IN) ---------- ------------------------ --------------- 0.026 ------------- 0.0 6 5.75 #4 L 94 ' DESIGN TOE REINF.: #4 @ 16 0.25 0.34 0.91 1.10 3.4 0.76 0.17 0.15 .00 0.67 682.44 < 1500 8.46 , 0 0. 38 . 0. 25 X 1. 5 = 0. 37 0.49 0.22 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. . 2118 DATE : 7/1992 17ALC9S BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL --------------------------------------- WALL_ DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PS"F): SURCHARGE (PSF): YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): : AVERAGE WEIGHT OF WALL (PSF) : FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET to OF Z01; LEVEL_ 3C-) 40 2000 15O0 NO 250.00 0 I 4.67 7.6 7.6 135 84 TOTAL EARTH PRESSURE - Fw (KIP): 0.33 MOMENT - Mw (FT -KIP): 0.51 AREA REINF. (IN`''•2) ' d9 (IN) SIZE & SPA (IN) ---------------------------------- -------------- 0. c X65 5.35 #4 @ 36.9 MIN. VERTICAL REINF. - .12 % (IN'''•2) : MIN. HORIZONTAL REINF. - .08 % (IN`''•2) : DESIGN REINF. - VERTICAL: .#4 @ 16 - HORIZONTAL: #4 @ 32 EFFECTIVE RATIO OF REINF. - p: MODULAR RATIO - n: COEFFICIENT - k:: ACTUAL RATIO OF DISTANCE - j: COEFFICIENT - '2/k: j: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): iOMBINED STRESSES @ WALL: 0.109 0.073 0.0023 023 25.8 0.292 0.903 7.587 134.99 < 250.00 8.44 < 20.00 0.54 PROJEC=T a BETTER BUILDERS CONSTRUCTION JOB NO. . 2118 DATE : 7/1992 CALCIS BY : FLT FOOTING DESIGN: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (91 E) 872-i x'254 SHEET -S OF 060 DENSITY OF SOIL (PCF): 100 DENSITY OF C:ONC ERTE (PCF): 150 OVERTURNING RATIO — MIN: 1.5 — MAX: 2.5 ALLOW. SOIL BEATING PRESSURE (PSF): 150 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT — Fc: 0.35 FOOTING DEPTH (INCHES) : 12 FOOTING WIDTH — HEEL (INCHES): 18 — TOE (INC:HES): 8 FOOTING KEY — WIDTH (INC:HES): FOOTING KEY — DEPTH (INC:HES): 0 — BACK TO BACK OF FOOTING ( I Ni HES) : o TOTAL WIDTH OF FOOTING Q NC HES) : 34 OVERTURNING FORCE — Fes, (KIP) : OVERTURNING MOMENT — Mo (FT—KIP): TOTAL RESISTING WEIGHT — W (KIP): RESISTING MOMENT — Mr (FT—KIP) : OVERTURNING RATIO — SF NET MOMENT — Mn (FT—KIP): ECCENTRICITY — e (FEET): ECCENTRIC MOMENT — Me (FT—KIP) : FOOTING AREA — A f (FT` 2) : SECTION MODULUS — S (FT` 3) : SOIL PRESSURES — DL ONLY — SPt (PSF): — SPh (PSF): S'L'IDING RESISTING FORCE — Fr (KIP) : FOOTING — HEEL: UNIFORM LOAD @ HEEL — Wv (PLF): PRESS. @ TIP DUE TO GRADE SLOPE — SPU (PSF): PRESS. @ FACE OF WALL — SPf (PSF): MAX. MOMENT @ HEEL — Mh (FT—KIP): AREA REINF. (IN�' ! Idy (IN) SIZE & SPA (IN) ------------------------------------------------ (:), o16 : 9.75 ##4 @ 146.3 DESIGN HEEL RE I NF .: ##4 @ 32 0.48 0.91 1.83 2.eq 3.17 1. g8 0.34 0.62 2.83 1.34 1108.70 1500 185.15 > 0 0.74 ;> 0.48 X 1.5 = 0.7'2 431.85 0. 00 543.26 0.23 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. . 2118 DATE : ?/1992 CALCIS BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL --------------------------------------- WALL DESIGN: ------------- ALL i_AL_PULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) : ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD.- DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INC:HES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF; (IN'' ) ' d' (IN) SIZE & SPA (IN) 0.138 5.35 #4 @ 17.4 MIN. VERTICAL REINF. - .1 % (IN`2): MIN. HORIZONTAL REINF. - .08 % (IN`''•2) : FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET 6' OF ZO LEVET_ 30 C) 4o 2000 1500 NO 250.0C-) i) 0 S. 67 s�- 6 7. 6 7.6 135 84 0.54 1.08 0.109 0.073 DESIGN REINF. - VERTICAL: #4 @ 8 Of - HORIZONTAL: #4 @ 3' EFFECTIVE RATIO OF REINF. - p: 0.004*7 MODULAR RATIO - n: 25.e i=01'=FFIC:IENT - k:: 0.385 ACTUAL RATIO OF DISTANCE - .j : 0.872 COEFFICIENT - 2/ k: j : 5.960 ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI) : )i ) 224.90 < 250.00 ACTUAL TENSIONAL STRESS OF REINF. - f s (KSI) : 9.26 < 20.00 COMBINED STRESSES @ WALL: 0.90 C. PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. . 2118 DATE 7/1992 CALCIS BY : FLT FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (91 E) 872-0254 SHEET % OF IMP a HEIGHT FROM TOP OF THE WALL_ — H' (FEET): 5.?3 HEIGHT FROM TOP OF THE SOIL — Hr (FEET): 4.67 THICKNESS OF WALL — BOTTOM:_' ( I Ni= HES) : 7.6 GROUTED SOLID — WEIGHT OF GROUT (PCF): 135 -AVERAGE WEIGHT OF WALL (PSF): DEPTH (INCHES): 84 TOTAL EARTH PRESSURE — Fw2 (KIP) : 0.33 MOMENT Cd Hw2 — Mw' (FT—KIP) : 44 0.51 AREA REINF. (IN�' ) --------------- I dl (IN) SIZE & SPA ( IN:) —------------------------- 0.065 5.35 --------- #k4 C 36.9 DESIGN REINF. '— VERTIC=AL: ##4 G 16 FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): 100 DENSITY OF CONS= ERTE (PCF): 150 OVERTURNING RATIO — MIN: 1.5 — MAX: 2.5 ALLOW. SOIL BEARING PRESSURE ( PSF) : 1500 ALLOW. LATERAL BEARING PRESSURE (PSF'): 200 FRICTION COEFFICIENT — Fc: 0.35 FOOTING DEPTH ( INCHES): 1: FOOTING WIDTH — HEEL (INCHES): 28 — TOE (INi_HES): e. FOOTING KEY — WIDTH (INi=HES): 0 FOOTING KEY — DEPTH (INCHES): ci — BACK TO BACK OF FOOTING (INCHES): c i TOTAL_ WIDTH OF FOOTING (INCHES): 44 OVERTURNING FORCE — Fo (KIP); OVERTURNING MOMENT — Mo (FT—KIP): TOTAL RESISTING WEIGHT — W (KIP): RESISTING MOMENT — Mr (FT—KIP): OVERTURNING RATIO — SF NET MOMENT — Mn (FT—KIP): ECCENTRICITY — e (FEET): ECCENTRIC MOMENT — Me (FT—KIP) : FOOTING AREA — A f (FT"' :) : SECTION MODULUS — S (FT" 3) : SOIL PRESSURES — DL ONLY — SPt (PSF): — SPh (PSF): SLIDING RESISTING FORCE — Fr (KIP): 0.74 1.72 2.91 5.72 3.33 3 1 •nn VJ 4.00 0.46 1.34 3.67 2.4 1390.41 < 1500 197.74 :>• 0 1. 12;> 0.74 X 1.5 = 1.10 FLT ENGINEERING ' PROJECT' : BETTER BUILDERS CONSTRUCTION 5790 CLARK ROAD ' JOB NO. : 2118 PARADISE, CA DATE : 7/1992 . (916) 872-0254 CALCIS BY : FLT SHEET OF FOOTING — TOE: EARTH PRESSURE @ TOE — Fv (KIP): 1.05 MAX. MOMENT @ TOE — Mt (FT—KIP): 0.45 ' - AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) __—_______________________________—_____________ .0.035 8.75 #4 @ 68.2 DESIGN TOE RE FOOTING— HEEL.- UNIFORM EEL: UNIF8RM LOAD @ HEEL — Wv (PLF): 552.26 PRESS. @ TIP DUE TO GRADE SLOPE — SPg (PSF): 0.00 PRESS. @ FACE OF WALL — SPf (PSF): 813.18 MAX. MOMENT @ HEEL — Mh (FT—KIP): 0.66 AREA REINF. (IN -2) 'dl(IN) SIZE & SPA (IN) ________________________________________________ ' 0.046 9.75 #4 @ 52.2 DESIGN HEEL ^ . o . PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2118 DATE : 7/1992- CALCIS /1992- i_ALC9S BY : FLT SUBJECT: CONI MASONRY CANTILEVER RETAINING WALL WALL DESIGN: -------------- ALL_ CALi=ULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF) : YIELD STRENGTH OF REINF. — Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) : ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU — Frei (PSI): GRAVITY LOAD — DEAD LOAD (KIP): — LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL — H (FEET): OVERALL HEIGHT OF THE SOIL — Hr (FEET): THICKNESS OF WALL — TOP (INCHES): — BOTTOM (INCHES): GROUTED SOLID — WEIGHT OF GROUT (PCF)': AVERAGE WEIGHT OF WALL (PSF) : TOTAL EARTH PRESSURE — Fw (KIP): MOMENT — Mw (FT—KIP): AREA REINF. (IN"2) 'd9(IN) 'SIZE & SPA (IN) -------------------------------------------------- 0.145 9.29 #5 @ 25.7 MIN. VERTICAL REINF. — .12 % (IN'''S) : MIN. HORIZONTAL REINF. — .08 % (IN'2): DESIGN REINF. — VERTICAL:- #5 @ 16 — HORIZONTAL: #5 C 3' EFFECTIVE RATIO OF REINF. — p: MODULAR RATIO — n: COEFFICIENT — k: ACTUAL RATIO OF DISTANCE COEFFICIENT — 2 / k: j : - ACTUAL COMPRESSIVE STRESS OF A=MU — fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. — fs (KSI): COMBINED STRESSES @ WALL: FLT ENGINEERING 5790 GLARE+. ROAD PARADISE, CA (916) 872-0254 SHEET 9 OF ZD LEVEL_ 3o 40 2000 1500 NO 250.00 o o 8 7. 33 7.6 135 133 o.81 1.97 0.167 0.111 0.0021 25. 8 0.X79 0.907 7.915 180.69 < 250.00 12.06 < 20. Oo 0.72 .D. � PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2118 DATE : 7/1992 CALCIS BY : FLT HEIGHT FROM TOP OF THE WALL - H2 (FEET): HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): THICKNESS OF WALL - BOTTOM2 (INCHES): GROUTED SOLID -,WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw2 (KIP): MOMENT @ Hw2 - Mw2 (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) --------------------------------------------------- 0.097 5.35 #4 @ 24.8 DESIGN REINF. - VERTICAL: FOOTING DESIGN: ---------------- DENSITY ______________ DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: ' ` - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: FOOTINGAEPTH (INCHES): FOOTING WIDTH - HEEL (INCHES): ' - TOE (INCHES): FOOTING KEY - WIDTH (INCHES): FOOTING KEY -.DEPTH (INCHES): - BACK TO BACK OF FOOTING (INCHES): TOTAL WIDTH OF FOOTING (INCHES): OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF ^ NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF)': - SPh (PSF): SLIDING RESISTING FORCE - Fr (KIP): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 40 OF 0,0 6 5.33 7.6 135 84 84 0.43 0.76 100 150 1.5 2.5 1500 200 0.35 12 32 12 0 0 0 56 1.04 2.89 4.15 10.72 3.71 7.83 0.45 1.86 4.67 3.63 1401.25 < 1500 377.44 > 0 1.55 > 1.04 X 1.5 = 1.56 ' ^ PROJECT : BETTER BUILDERS CONSTRUCTION _ JOB NO. : 2118 DATE ' : 7/1992 ' CALCIS BY : FLT FOOTING — TOE EARTH PRESSURE @ TOE — Fv (KIP): 1.49 MAX. MOMENT @ TOE — Mt (FT—KIP): 0.90 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) --------------------------------------------------- 0.070 8.69 #5 @ 52.9 ' DESI8N TOE Y FOOTING — HEEL: UNIFORM LOAD @ HEEL — Wv (PLF): 505.56 PRESS. @ TIP DUE TO GRADE SLOPE — SPg (PSF): 0.00 PRESS. @ FACE OF WALL — SPf (PSF): 621.60 MAX, MOMENT @ HEEL — Mh (FT—KIP): 0.97 AREA REINF. (IN^2) ________________—______________ 'dl(IN) SIZE & SPA (IN) 0.068 9.69 #5 @ 54.7 ' DESIGN HEEL-REINF.- n FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 m PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2118 DATE : 7/1992 ' CALCIS BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL ---------------- i ---------------------- WALL DESIGN: -------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------------- 0.239 9.29 #5 @ 15.5 MIN. VERTICAL REINF. - .12 % (IN^2): MIN. HORIZONTAL REINF. - .08 % (IN^2): DESIGN REINF. - - nunIZum/~^L: #o e 32 EFFECTIVE RATIO OF REINF . _ p: | ' MODULAR RATIO - n: COEFFICIENT - k: ACTUAL RATIO OF DISTANCE COEFFICIENT - 2/kj: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): COMBINED STRESSES @ WALL: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 LEVEL 30 0 40 2000 1500 NO 250.00 0 0 9.33 8.67 7.6 11.6 �*�--- 135 133 1.13 3.26 0.167 0.111 0.0042 25.8 0.369 0.877 6.187 233.72 < 250.00 10.32 < 20.00 0.93 PROJECT : BETTER BUILDERS i:ONSTRUCTION JOB NO. . 2118 DATE : 7/1992 CALCIS BY : FLT HEIGHT FROM TOP OF THE WALL_ — H2 (FEET): HEIGHT FROM TOP OF THE SOIL_ — Hr's (FEET): THINNESS OF WALL — BOTTOM2 ( INCHES): GROUTED SOLID — WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF) : TOTAL EARTH PRESSURE — Fw2 (KIP): MOMENT @ H02 — Mw: (FT—KIP): AREA REINF. (IN�2) 'd9(IN) --------------------------------- SIZE & SPA (IN) 0. 097 5.35 7--------------- #4 L 24.8 DESIGN REINF. — VERTICAL: #4 C 16 FOOTING KEY — WIDTH c; INCHES) : FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO — MIN: — MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF) : FRICTION COEFFICIENT — Fc: 6 5.33 7. 6 _ 135 84 0.43 0.76 100 150 1.5 2.5 1 500 20o 0.35 FOOTING DEPTH (INCHES): 12 FOOTING WIDTH — HEEL ( INCHES): 54 — TOE QNCHES) : 12 FOOTING KEY — WIDTH c; INCHES) : 0 FOOTING KEY — DEPTH ( INCHES): 0 — BACK: T'0 BACK: OF FOOTING c: INCHES) : o .TOTAL WIDTH OF FOOTING (INCHES): 78 OVEI�:TUI?:N I Nim FORCE — F� � (KIP): OVERTURNING MOMENT — Mo (FT—KIP) : TOTAL RESISTING WEIGHT — W (KIP) : RESISTING MOMENT — Mr (FT—KIP): OVERTURNING RATIO — SF NET MOMENT — Mn (FT—KIP) : ECCENTRICITY — e (FEET): ECCENTRIC MOMENT — Me (FT—KIP): FOOTING AREA — A f (FT' 2) : SECTION MODULUS — S (FT"3 : 1.40 4.52 6.7'3 23.39 5.17 18.87. 0.47 3.19 E. 50 7.04 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET' /3 OF 20 SOIL PRESSURES — DL ONLY — SPt (PSF): 1496.94 < 150 — SPh (PSF) : 591.65 > i SLIDING RESISTING FORCE — Fr (KIP) : 2.48 i 1.40 X 1.5 = 2.10 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2118 DATE : 7/1992 CALCIS BY : FLT FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN^2) ------------------------------------------------------- 'dl(IN) SIZE & SPA (IN) 0.077 ' 8.69 #5 @ 48.2 DESIGN TOE REINF.: #5 @ 81 k FOOTING - HEEL: UNIFORM LOAD @ HEEL - Wv (PLF): PRESS. @ TIP DUE TO GRADE SLOPE - SPg (PSF): PRESS. @ FACE OF WALL - SPf (PSF): MAX. MOMENT @ HEEL - Mh (FT -KIP): AREA REINF. (IN^2) 'dl(IN) --------------------------------------------------- SIZE & SPA (IN) 0.137 9.69 #5 @ 27.1 DESIGN HEEL k 1.65 0.98 425.35 0.00 649.95 1.95 ' FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 41 OF 2d PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. . 2118 DATE : 7/ 1992 CALCIS BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL --------------------------------------- WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT" FLUID PRESSURE (PSF): SURCHARGE (PSF): YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE i_OMPRESSIVE STRENGTH.OF CONCRETE (PSI): ULTIMATE COMPRESSIVESTRENGTH OF CMU (FSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE.STRESS OF CMU - Fm (PSI)e GRAVITY LOAD - DEAD. LOAD (KIP)-. - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOT' (INCHES) : - BOTTOM (INCHES): GF'OUTED SOLID - WEIGHT OF GROUT (PCF). AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE -�Fw (KIP): M0MENT - Mw (FT -KIP): LEVEL 30 i� 40 200o 1500 NO 50. Oo i� 0 ` 11o 33 10.67 7.6 15.6 _ 135 133 1.71 6.07 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA- (916) A - (916) 872-0254 SHEET /J_ OF 2d AREA REINF. (IN"2) 9d'(IN) ---------------------------------------------------------- SIZE & SPA (IN) 0.312 13.29 #5 @ 11.9 MIN. VERTICAL REINF. - .12 % (IN'''•2) : 0.225 MIN. HORIZONTAL REINF. - .0e % (IN -2): 0.15o DESIGN REINF. - VERTICAL: #5 @ 8 - HORIZONTAL: #5 @ 24 EFFECTIVE RATIO OF REINF. - p: 0.0029 029 MODULAR RATIO - n: 25.8 COEFFICIENT - k:: 0.320 ACTUAL RATIO OF DISTANCE - .j : 0.893 COEFFICIENT - 2 / k:.j : 7.000 ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI) : 240.e2 < 250.00 0 ACTUAL TENSIONAL STRESS OF REINF. - f s (KSI) : 13.20 < 20.00 0 COMBINED STRESSES @ WALL: 0.96 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. . 2118 DATE : 7/1992 CALCIS BY : FLT HEIGHT FROM TOP OF THE WALL - H2 (FEET): 8.67 HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 8 THICKNESS OF WALL - BOTTOM2 (INCHES): /1.6 GROUTED SOLID - WEIGHT OF GROUT (PCF): 105 AVERAGE WEIGHT OF WALL (F'SF) : 84 TOTAL EARTH PRESSURE - Fw2 (KIP): 0.96 MOMENT C Hwy — Mw (FT—KIP): 2.56 AREA RE:INFo (IN''2) -------------------------------------------------- vd9 (IN) SIZE &.SPA (IN:) 0.330 5.29 #5 C 11.3 DESIGN REINF. - VERTICAL: #5 @ 8 HEIGHT FROM TOP OF THE WALL - H0 (FEET): 6 HEIGHT FROM TOP OF THE SOIL-- Hr0 (FEET): 5.00 THICKNESS OF WALL -- BOTTOMS (INCHES): 7.6 GROUTED SOLID - WEIGHT OF GROUT (PCF): 105 AVERAGE WEIGHT OF WALL (F'SF) : 84 TOTAL EARTH PRESSURE - Fw0 (KIP): 0.43 MOMENT @ Hw0 - Mw0 (FT -KIP): 0.76 AREA REINF. (IN' ) ------------------------------------------------- 9d9(IN) SIZE & SPA (IN) 0.097 5.35 #4 @ 24.8 DESIGN REINF. - VERTICAL: #4 @ 16 FOOTING DESIGN: ---------------- DENSITY OF SOIL (PCF): 100 0 DENSITY OF i :ONCERTE (PCF): 15o i OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (F'SF) : 1 500 ALLOW. LATERAL BEARING PRESSURE (F'SF) : 200 FRICTION COEFFICIENT - F=: 0.05 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 872--0254 SHEET /-- OF zD PROJECT : BETTER BUILDERS CONSTRUi=TION JOB NO. . 2118 DATE v-7/1992 i_ ALi= 9 S BY : FLT FOOTING DEPTH (INi=HES): FOOTING WIDTH - HEEL (INCHES): - TOE (INCHES): FOOTING KEY - WIDTH (INCHES): FOOTING KEY - DEPTH (INi:HES): - BACK TO LACK OF FOOTING (INCHES): TOTAL_ WIDTH OF FOOTING (INCHES) : OVERTURNING FORCE - No (KIP) : OVERTURNING MOMENT - Mo (FT -KIP): TOTAL_ RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP) : FOOTING AREA - Af (FT' ): SECTION MODULUS - S (FT''3): ,SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SLIDING RESISTING FORCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP) : MAX. MOMENT @ TOE - Mt (FT -KIP): 1 68 18 o 0 o 10 2.04 7.95 10.04 46.78 5.39 3e. 8 J 0.38 3.83 8.50 12.04 AREA REINF. ( IN�'2) . ------------------------------------------------ Y d' (IN) SIZE & SPA (IN) ii.1.59 8.69 #5 @ 23.4 DESIGN TOE REINF.: 4#5 @ 8 FOOTING - HEEL: UNIFORM LOAD @ HEEL_ - Wv (PLF): PRESS..@ TIP DUE_ TO GRADE SLOPE - SPg (PSF): PRESS. @ FACE OF WALL - SPf (PSF): MAX. MOMENT @ HEEL_ -- Mh (FT -KIP) : AREA REINF. (IN`''•2) 9da (IN) SIZE & SPA (IN) ----------------------------------------------------- 0.226 9.69 #5 @ 16.4 DESIGN HEEL REINF.: #5 @ 81 FLT ENGINEERING 5790 CLARK WOAD PARADISE, CA ( 916) 872-0254 SHEET /% OF 20 1498.42 < 1500 863 . 07 > i i 3.61 > 2.04 X 1.5 = 3.06 2.39 2.02 353 .93 JJJ 0.00 436.03 ?3 3.21 • eY. CAT SUBJECT._`..!-/ SHEET/8 OF20 HKC.EY..... ............... DATE ...... ............. R%A/it//NG_.fS�AGG I�FT�%�L....R Joe No..._..._..Z//8..__...._....... B&77 -65e ,B UiG oE�eS. COWS'T. , OROY/GL E. C,4, I '32 0. c. /�oRiz,, TYP, a {/EWT., TYe i �pf ESS/ON� N - '32 L. PRo1l=ERJ'Y 4 /Nr -D4. {S/HE/QE OCCU�PS JT CIVI glFOF CA1�F��� L�YEG • to . k 1,47S. MO 115s : /, /yATEie/AL #J De=S/Gw C.P/TFie/A -ec swe,ET /. 9'. 444 Cdr, -'4S Sf/.ELG $E 01POU7�5r-):' SO4/O• 9j C) 3, 1-,410',41-1- BAR 01,4. O/e 2-O'fl-MV, BUTTE COUNTY- / "� wFE,m HOGFS Oe 2 aI�IEF� �i� SCOTS C UBLDING DEPARTMENT ►PPR®VET 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 NJ GRADE / Q-¢ CONT.. ! &/f/ 3'vC1- FAP d CpNT CONC, ATG. .=i 8 - 14� TYP. N J J V v CANT/L EYeI4�:610 1e(ffTA/N/,/6: A1A1- G S 1,47S. MO 115s : /, /yATEie/AL #J De=S/Gw C.P/TFie/A -ec swe,ET /. 9'. 444 Cdr, -'4S Sf/.ELG $E 01POU7�5r-):' SO4/O• 9j C) 3, 1-,410',41-1- BAR 01,4. O/e 2-O'fl-MV, BUTTE COUNTY- / "� wFE,m HOGFS Oe 2 aI�IEF� �i� SCOTS C UBLDING DEPARTMENT ►PPR®VET 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 BY........�G.T..........CATc....7/...92.. SUBJECT .../.L_U .CA r�FyE,�eE1_._. sHE_7►vo..../..`. .....oF....,�...4.._. ��- t=�- CHKC. BY ..... ................ DA TE ............... R i4G ..1iETi¢!L_.Fie joB NO. ..... _.....2//............ ,B�TTT�.� BU/LO.PS COXIST, C4, _.... {BERT./ TYP A N fT a 32 0.c. HOR12% 7- VA= n + � e- 3le COri/T-.-/h-0iCFY SE'E more: - 'N.4TURi4L GR.40� n 8' /2 N 3 'vC4eAe /2 v TYP. 1=-eo1=e1eTy G /rve N,416R6= OCC v es /11V/SY CeXDF — LFlvFL c- D. f' 5 8 0, c. co &A Lam, CLQ, /6o.c.aF/ - ........ I'll -- . ........... - --• Lir - #g CONT,, TYP. CO//T, CO&C.. FTG. �� `c�lti.4'GG D. a 1 2 �c4R, ��j hl� 3 - #¢ COW,- C D. FESS/1 CIDCD �' m No.3 C.4 NT/L EY�i��l� Rf:7A- hVZVG IVI F cap //ores see,- /. ��3�9Z 2. ,4G L CFLGS Sf��LG ,8E G.E�UT�O SOL/D. BUTTE COUNTS, ��P,4cc ,�Fiv� ¢o BAR 01,4, ore �, / rr iS/EEP HDL FS O,P 2 ��OEFP h�FFP SLOTS 6 D �e. c . UIL®ING DEPARTMENT P P R® V E,D. IF LcT [SMOG MEROM 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 SUBJECT_CG/..:. C►ATI_LE/✓�/� G���..... Stic_� w0. ..ZD... OF 2O =•,n=. F. _.... ........ DATE .... ................R TAS V/.t/G....ft!.4C.G.. FTI �L ... JOS NO. .... ........ ? ,S erre 2 YFiPT,/ TY� f4 e 32 o.c. HO.e/2., T YP. 4 /6 0, r— OR �ses2o.�, C T Ile f.CEY — N.4TURi4L 3 "CC e'AoR' � 8 y /8 u PPOPeilerl L /NE Alh'6RE OCC C/,PS 1 • 0 2lrc4e o a. 3-#¢ covr G - �CO,V CONT. CONC FOOT/NG Q�pF ESSIpNq O � c1N 2 W No. 32 m civi qle o CAL\F�� NOTES : /, />ATcR/AL DF.S/Git/ CSP/TSR/.4 PFie .�'HE`L�r�/. y�`3/ 9� 2. ALC CFLGS-rAf444 8E 8.4RG/.4. O•e 24t 0AW BUTTE COI�WYgY iYEEP f/OLFS D.P Z"DEFP !✓c�FP SLOTS 6� O BUILDING DEPARTMENT A P P R® v E q IF LcT �ac�oar�aoac� 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 PERMIT NO: 58-92 Lake Oroville Area Public Utility District 1960 Elgin 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: September 10, 1992 Applicant: Don & Barbara Spence (Better Builders) Applicant Address: 128_70 Rockcrest Ln. Chino Hills, CA 91709 (5263 Royal Oaks , Oroville, CA 95966) Applicant Phone No.: 589-5940 (589-2574) Property Location (s): 6277 Jack Hill Dr. Oroville, CA 95966 Kelly Ridge Estates Unit 4C Lot 407 A. P. No. (s): 69-30-30 Fees due: All Fees Paid Application for service Inspection(s) made and successful test(s) observed: Location: Date: Lake Oroville Area Public Utility District release to close permit: Date: By: IMPORTANT MESSAGE FOR Z?!q u L � DATE ` O 72, M. TIME �.M. M OF v `� RHONE— AREA CODE NUMBER EXTENSION TELEPHONED PLEASE CALL X CAME TO SEE YOU WILL CALL AGAIN WANTS TO SEE YOU RUSH RETURNED YOUR CALL SPECIAL ATTENTI s MESSAGE SIGNEO — LITHO IN U.S.A. TOPS W FORM 3002S Bight of Way •518 West Fourth Street, Third Floor dic6, California 95928 -'o September 23, 1992 , County of Butte Building Department 7 County Center Drive Oroville, Ca. 95965 Attn: Dave Purvis PACIFIC&VABELL® A Pacific Telesis Company Re: Construction of a Retaining Wall (6277 Jack Hill Drive) Gentlemen: This letter is to inform you that we have reviewed the plans for the proposed retaining wall to be constructed within a portion of the existing utility easement fronting the above mentioned .property. In our opinion, the wall will not interfere with access to Pacific Bell's facilities. However, we are concerned that the actual construction of the wall may damage our underground facilities. ` Therefore, the property owner, and their contractor, should be instructed to contact USA at 1-800-642-2444, so that all underground utilities can be located and marked prior to beginning their work. If you have any questions. regarding this matter, please call me at (916) 891-2392 ery_truly y s, E. Bohannon ublic Works Coordinator North Region cc: Mr. John Starr, 6277 Jack Hill Drive, Kelly Ridge, CA 95965 VIACOACABLE More of What You're Looking For. September 30, 1992. County Of Butte Building Department 25 County Center Drive Orovi l l e, Ca 95%5 Dear Sirs, Viacom ,Cable has no objections to the construction of a concrete block retaining wall to be built across the utility easements on lots 406 and 407, Unit 4C, Kelly Ridge Estates Subdivision. Sincerely, 3��WDO Carla Sollars Senior Secretary t 12 �r 1Jrr 2128 Myers Street • Oroville, CA 95966 • Telephone 916 533-0888. Viacom Is an Equal Opportunity Employer and encourages business with Minority and Female -Owned Businesses. p -7 9 JOB NUMBER >> DATE >> 10/23/92 f STRUCTURAL CALCULATIONS FOR PROJECT ))SPENCE RESIDENCE NAME ))BETTER BUILDERS CONSTRUCTION ADDRESS »OROVILLE, CALIFORNIA ARCHITECT BRUNO AND HAWKINS 20 CONSTITUTION DRIVE SUITE A CHICO, CALIFORNIA 95926 (916) 895--1125 AR�y/� NAW tis � 0. 16693 Q REN. a �_ OF Bum cout4TY BuiLDING DEPARTMENT APPR®VED �2 Id A � Gl �1 3 2 2 4 J 2 I w, �'�'sCdo3S� vjz ;. 47, 51Z(107_9) 4- �,s (►is) +-, o to = ,779 4 f V►1►� a x. % 3i. ?4, (CS 5,I2Sx � S 3 I� x r` 2z -S S�¢ 11,7S 5360 (15 �S) l7ZS 1.3 x106 (�1�� 1411 z 4- ,11 l ly P ' 4'. Z4 w I � S� (I , ZS � ,�• ss is ' r (x(2- / 411S L-4 ......... . . ... ...... 4-, S 64, �l 6,k12 ,-, C,- , I ----------7----------------------------------- REV 3-27-92 MOMENT DISTRIBUTION DESCRIPTION »FB-1/FB-2 ---------------------------------SUMMARY----------------- L ab > 14.750 FEET K ) .831 KIPS/FT L be > 22.000 FEET W > .831 KIPS/FT FEM ab > 15,066 FT -KIPS K ab > .0508475 FEM be > 33.517 FT -KIPS K be > .0340909 1.000 .599 ,401 1.000 =15.0662 15.06620 -33,517 33.517 15.06620 7.533102 -16.7585 -33,517 ------------------------------------------------------ 16.56806 11.10813 39.16137 -39.1674 ---------------------------- REACTIONS/MOMENTS ------------ =-------------- Ra > 3,473 KIPS Vab > 3.473 KIPS Rb > 19,705 KIPS Vba > -8,784 KIPS Rc > 7.361 KIPS Vbc > 10,921 KIPS 'Vcb > 7.361 KIPS Mab > 7,258 FT -KIPS X > 4.180 FEET Mb > -39,167 FT -KIPS Mbc > 32.599 FT -KIPS X > 13,142 FEET 3q-17 (12doo� 24-0 Lp ' V2 10� �2 ((ouo) I's— y $ 32Q-.75 ( 3 99,94- Z -- -1 ) (6 6 -1 ) -----------=------------------------------------------------------------ REV 4-27-92 SIMPLE SPAN BEAM - UNIFORM LOAD DESCRIPTION >> H -1 --------------SPAN DATA ------------ ':-------------- GENERAL --------------- SPAN (L) > 10.330 FEET LDF > 1.000 --------------------------------ACTIONS--------------------------------- UNIFORM DEAD LOAD > ,309 KIPS/FT 39 X TL UNIFORM LIVE LOAD > .490 KIPS/FT 61 Y. TL UNIFORM TOTAL LOAD > .799 KIPS/FT END REACTIONS ........................... DEAD LOAD ) 1.596 KIPS LIVE LOAD ) 2.531 KIPS TOTAL LOAD ) 4,127 KIPS DESIGN LOADS ............................ TOTAL LOAD MOMENT (M) > 10.658 FT -KIPS (WTLtL42/8) TOTAL LOAD SHEAR (V) > 4.127 KIPS (WTLtL/2) --------------------------LUMBER DESIGN VALUES -------------------------- BASE VALUES SPECIES GRADE Fb Ft Fv Fcl FcO E DFL NO1-BM 1350. 675:. 85 625 925 1600000 MEMBER ACTUAL WIDTH > 5.500 INCHES MEMBER ACTUAL DEPTH > 13.250 INCHES REPETITIVE (Y/N)? > N SIZE FACTOR Cf (APPLY TO Fb) > .989 SIZE FACTOR Cf (APPLY TO Ft) > 1.000 SIZE FACTOR Cf (APPLY TO Fcu) > 1,000 REPETITIVE MEMBER FACTOR Cr > 11000 ADJUSTED VALUES SPECIES GRADE Fb Ft Fv Fcl FcB E DFL NO1-BM • 1335.218 675.000 85.000 625.000 925,000 1600000 --------------------------------BEAM DATA ------------------------------- S REQUIRED > 95,783 IN43 Fb > 1335,218 PSI A REQUIRED ) 72.827 IN^2 Fv > 85.000 PSI USE > 5.500 IN. X 13,250 IN, S ACTUAL > 160.932 ) 95,183 (00 A ACTUAL > 72.875 > 72.827 (OK> I ACTUAL ) 1066.176 ------------------------------DEFLECTIONS------------------------------- TOTAL LOAD DEFLECTION > .120 IN, L/ 1033 (OK) LIVE`LOAD DEFLECTION > .074 IN, L/ 1684 (OK) DEAD LOAD DEFLECTION > ,046 IN, MINIMUM CAMBER > .070 IN. (FOR GLU-LAMS'/ to N ----1-------Y----------------------------------------------------------- REV 4-27-92 SIMPLE SPAN BEAM - UNIFORM LOAD ----------------------------- ------------------------------------------ DESCRIPTION » H-2 >> --------------SPAN DATA------------1--------------GENERAL--------------- SPAN (L) > 18.330 FEET :LDF > 1.000 --------------------------------ACTIONS--------------------------------- UNIFORM DEAD LOAD > .666 KIPS/FT 42 X TL UNIFORM LIVE LOAD > ,902 KIPS/FT 58 X TL UNIFORM TOTAL LOAD > 1.568 KIPS/FT END REACTIONS ........................... DEAD LOAD > 6.104 KIPS LIVE LOAD > 8.267 KIPS TOTAL LOAD > 14.371 KIPS DESIGN LOADS ............................ TOTAL LOAD MOMENT (M) > 65.854 FT -KIPS (WTLtLA2/8) TOTAL LOAD SHEAR (V) > 14.371 KIPS (WTLtL/2> --------------------------LUMBER DESIGN VALUES -------------------------- BASE VALUES SPECIES GRADE Fb Ft Fv Fcl Fcf E DFGL 24F -V4 2400 1150 165 650 1650 1800000 MEMBER ACTUAL WIDTH >- 6.750 INCHES MEMBER ACTUAL'DEPTH > 19.500 INCHES REPETITIVE (Y/N)? > N SITE FACTOR Cf (APPLY TO Fb) > .947 SIZE FACTOR Cf (APPLY TO Ft) > 1.000 SIZE FACTOR Cf (APPLY TO Fcl) > 1,000 REPETITIVE MEMBER FACTOR Cr > 1.000 ADJUSTED VALUES SPECIES GRADE Fb Ft Fv Fcl Fc9 E DFGL 24F -V4 2273.961 1150.000 165,000 650,000 1650.060 1800000 -------------- =----------------- BEAM DATA------------------------------- S REQUIRED > 347.519 IN^3 Fb > 2273.961 PSI A REOUIRED > 130.643 IN^2 Fv > 165,000 PSI USE > 6,750 IN. X 19,500 IN. S ACTUAL > 427.781 > 347,519 (OK) A ACTUAL > 131,625 > 130,643 (OK> 1 ACTUAL > 4170.867 ------------------------------DEFLECTIONS------------------------------- TOTAL LOAD DEFLECTION > ,530 IN. L/ 415 (OK> LIVE LOAD DEFLECTION > .305 IN. L/ 721 (OK> DEAD LOAD DEFLECTION > .225 IN, MINIMUM CAMBER > .338 IN. (FOR GLU-LAMS) CVk (K✓� C J } r j i 1 77 I.LIZ O } r j i 1 (3 -------------------------------- REV 5-15-91 POINT FOOTING DESCRIPTION>)F-1 » -------------LOAD DATA ------------ =;-------------- SOIL DATA ------------- POINT LOAD ) 19,710 YIPS ;SOIL BRG CAPACITY) 1.500 KSF UNIFORM LOAD > KIPS/FT LIVE LOAD r > 80.000 ------------CONCRETE DATA---------- ------REINFORCING STEEL --------- CONCRETE F'c > 2.500 YSI ;STEEL Fy > 40.600 KSI e CONSTANT ) 18.824 0 FACTOR ) .900 ------------------------------FOOTING DATA ------------------------------ FOOTING SITE > 3.830 FT. FOOTING THICKNESS(t) > 12.000 IN, DISTANCE TO REINF(d) > 8.000 IN, FOOTING WEI6HT ) 2.200 KIPS TOTAL P AXIAL > 21.910'KIPS TOTAL BEARING PRESSURE > 1.494 KSF (OK) NET BEARING PRESSURE > 1.344 KSF FACTORED BEARING PRESSURE ) 2.204 KSF (1.73LL+1.4tDL) ----------------------------FOOTING STRESSES ---------------------------- DIAGONAL TENSION - FACTORED LOADS - ONE WAY ACTION (OK) Vu=(P net)t(EFFECTIVE AREA) > 13.349 KIPS Vn=Vc=2(F'c)^,51bwtd > 36.768 KIPS 0 Vn ) 33.091 KIPS DIAGONAL TENSION - FACTORED LOADS - TWO WAY ACTION (OK) Vu=(P net)t(EFFECTIVE AREA) > 31,345 KIPS Vn=Vc=4(F'c)^,5tbotd > 51.200 KIPS 0 Vn > 46,080 KIPS -------------------------FOOTING REINFORCEMENT --------------------- Muz(P net)tbl^2/2 ) 4.041 FT-KIPS/FT REHIRED Rn=(Mu/0)bd^2 ) 70.148 PSI REOUIRED.p (BENDING MOMENT) > .0018 REQUIRED As (BENDING MOMENT) > .171 IN^2/FT = .656 INA 2 MIN.. REOUIRED p UBC 2610(f) > ,0024 33% INCREASE APPLIED MIN. REQUIRED As UBC 2610(f) ) .228 IN^2/FT = .872 IN^2 MINIMUM REINFORCEMENT AS GOVERNED BY; ---MINIMUM REINFORCEMENT --1 S NO, 4 BARS E.W. 1 3 NO. 5 BARS E.W. ; 2 NO, '6 BARS E.W. 1 2 NO. 7 BARS E.W. ; ------------------------------------------------------------------------ REV 5-15-91 POINT FOOTING ------------------------------------------------------------------------- DESCRIPTION>>F-2 -------------LOAD DATA----------=--1-------------=SOIL DATA ------------- POINT LOAD >, 7.360 KIPS SOIL BRG CAPACITY) 1,500 KSF UNIFORM LOAD > KIPS/FT 1 LIVE LOAD-% ) 80.000 'r =-----------CONCRETE DATA----------1----------REINFORCING STEEL --------- CONCRETE F'c > 2,500 KSI !STEEL Fy > 40.000 KSI m CONSTANT > 18.824 1 0 FACTOR > .900 ------------------------------FOOTING DATA --------------------=--------- FOOTING SIZE > 2.500 FT. FOOTING THICKNESS(t) ) 12.000 IN. DISTANCE TO REINF(d) > 8.000 IN. FOOTING WEIGHT > .938 KIPS TOTAL P AXIAL > 8.298 KIPS TOTAL BEARING PRESSURE > 1.328 KSF (OK> NET BEARING PRESSURE ) 1.178 KSF FACTORED BEARING PRESSURE > 1.931 KSF (1.7tLL+1.4tDL) ----------------------------FOOTING STRESSES ---------------------------- DIAGONAL TENSION - FACTORED LOADS - ONE WAY ACTION <OK> Vu=(P net)t(EFFECTIVE AREA) > 4,426 KIPS Vn=Vc=2(F'c)^,5tbwtd ? 24.000 KIPS 0 Vn > 21,600 KIPS DIAGONAL.TENSION - FACTORED LOADS - TWO WAY ACTION (OK) Vu=(P net)1(EFFECTIVE AREA) ) 11,212 KIPS Vn=Vc=4(F'c)^.5tbotd ) 51.200 KIPS 0 Vn > 46,080 KIPS -------------------------FOOTING REINFORCEMENT -------------------------- Mu=(P net)tbl^2/2 > 1.509 FT-KIPS/FT REQUIRED Rn=(Mu/O)bd^2 ) 26.194 PSI REOUIRED.p (BENDING MOMENT) > .0007 REQUIRED As (BENDING MOMENT) ) .063 IN^2/FT = .158 IN^2 MIN. REQUIRED p UBC 2610(f) ) .0009 33% INCREASE APPLIED MIN. REQUIRED As UBC 2610(f) ? .084 IN^2/FT = 210 IN^2 MINIMUM REINFORCEMENT AS GOVERNED BY: ---MINIMUM REINFORCEMENT --1 2 NO. 4 BARS E.W. 1 1 NO. 5 BARS E.W. 1 1 NO, 6 BARS E.W. 1 1 NO. 7 BARS E,W. ' 1 (q ------------------------------------------------------------------------ REV 5-15-91 POINT FOOTING DESCRIPTION» F -3 -------------LOAD DATA ------------- --------------SOIL DATA ------------- POINT LOAD > 4,130 KIPS ;SOIL BRG CAPACITY) 1,500 KSF UNIFORM LOAD > .400 KIPS/FT 1 LIVE LOAD X > 80.000 1 ------------CONCRETE DATA --------- =;---------- REINFORCING STEEL --------- CONCRETE F'c > 2.500 KSI ;STEEL Fy > 40.000 KSI a CONSTANT > 18.824• 0 FACTOR > .900 ----------------------------=-FOOTING DATA ------------------------------ FOOTING SIZE > 2,000 FT. FOOTING THICKNESS(t) > 12.000 IN. DISTANCE TO REINF(d) > 8,000 IN, FOOTING WEIGHT > ,600 KIPS TOTAL P AXIAL ,> 5.530 KIPS TOTAL BEARING PRESSURE > 1.383 KSF (OK> NET BEARING PRESSURE > 1,233 KSF FACTORED BEARING PRESSURE > 2,021 KSF (1,1tLL+1.4tDL) ----------------------------FOOTING STRESSES ---------------------------- DIAGONAL TENSION - FACTORED LOADS - ONE WAY ACTION (OK> Vu=(P net)t(EFFECTIVE AREA) > 2,695 KIPS Vn=Vc=2(F'c)1,5tbwtd > 19.200 KIPS 0 Vn > 17.280 KIPS DIAGONAL TENSION - FACTORED LOADS - TWO WAY ACTION (00 Vu=(P net)i(EFFECTIVE AREA) > 7,187 KIPS Vn=Vc=4(F'c)^.5$batd > 51,200 KIPS 0 Vn > 46.080 KIPS -------------------------FOOTING REINFORCEMENT -------------------------- Mu=(P net)tbl^2/2 > 1.011 FT-KIPS/FT REQUIRED Rn=(Mu/O)bd^2 > 17,546 PSI REQUIRED p (BENDING MOMENT) > ,0004 REQUIRED As (BENDING MOMENT) > ,042 IN^2/FT = ,095 IN^2 MIN, REQUIRED p UBC 2610(f) > .0006 33% INCREASE APPLIED MIN. REQUIRED As UBC 2610(f) > .056 IN^2/FT = ,112 IN^2 . MINIMUM REINFORCEMENT AS GOVERNED BY: ---MINIMUM REINFORCEMENT--; 1 NO, 4 BARS E.W. 1 1 NO, 5 BARS E.W. 1 1 NO. 6 BARS E.W. 1 1 NO. 7 BARS E.W. 1 i5 5 REV 5-15-91 POINT FOOTING -----------------------------------------------------------------=------ DESCRIPTION»F-4 -------------LOAD DATA -----------=- --------------SOIL DATA ------------- POINT LOAD > 26.460 KIPS !SOIL BRG CAPACITY> 1.500 KSF UNIFORM LOAD >. KIPS/FT ! LIVE LOAD Y. > 80.000 ! ------------CONCRETE DATA----------l----------REINFORCING STEEL --------- CONCRETE F'c > 2.500 KSI !STEEL Fy > 40.000 KSI a CONSTANT > 18.824 ! 0 FACTOR > .900 ; ------------------------------FOOTING DATA ------------------------------ FOOTING SIZE > 4.500 FT. FOOTING.THICKNESS(t) > 12.000 IN. DISTANCE TO REINF(d) > 8.000 IN. FOOTING WEIGHT > 3.038 KIPS TOTAL P AXIAL > 29.498 KIPS TOTAL BEARING PRESSURE > 1,457 KSF (OK) NET BEARING PRESSURE > 1.307 KSF FACTORED BEARING PRESSURE > 2.143 KSF (1.7tLL+1.41DL) ----------------------------FOOTING STRESSES ---------------------------- DIAGONAL TENSION - FACTORED LOADS - ONE WAY ACTION (OK) Vu=(P net)t(EFFECTIVE AREA) > 18.483 KIPS Vn=Vc=2(F'c)^.5tbatd > 43,200 KIPS 0 Vn > 38.880 KIPS DIAGONAL TENSION - FACTORED LOADS - TWO WAY ACTION (OK) Vu=(P net)t(EFFECTIVE AREA) > 42.442 KIPS Vn=Vc=4(F'c)".5tbotd > 51.200 YIPS 0 Vn > 46.080 KIPS -------------------------FOOTING REINFORCEMENT -------------------------- Mu=(P net)tbl^2/2 > 5.424 FT-KIPS/FT REQUIRED Rn=(Mu/O)bd"2 > 94.172 PSI REOUIRED.p (BENDING MOMENT) > .0024 REDUIRED As (BENDING MOMENT)231 IN^2/FT = 1.041 INA 2 MIN. REQUIRED p UBC 2610(f) > .0032 33Y..INCREASE APPLIED MIN. REOUIRED As UBC 2610(f) > .308 IN'2/FT = 1.384 INA 2 MINIMUM REINFORCEMENT AS GOVERNED BY: ---MINIMUM REINFORCEMENT--! 7 NO. 4 BARS E.W. 1 5 NO, 5 BARS E.W. ! 4 NO. 6 BARS E.W. 1 3 N0, 7 BARS E.W. ! ...+s.. - Xn• iG [7 ------------------------------ ---------------------------------- REV 5-15-91 POINT FOOTING ------------------------------------------------------------------------ DESCRIPTION)>F-5. -------------LOAD DATA -------------)--------------SOIL DATA ------------- POINT LOAD > 14.370 KIPS 150IL BRG CAPACITY) 1,500 KSF UNIFORM LOAD > .790 KIPS/FT 1 LIVE LOAD % > 80.000 1 ------------CONCRETE DATA----------1----------REINFORCING STEEL --------- CONCRETE F'c > 2.500 KSI :STEEL Fy > 40.000 KSI ® CONSTANT > 18.824 1 A FACTOR ,>, .900 : ------------------------------FOOTING DATA ------------------------------ FOOTING SITE > 3.670 FT, -FOOTING THICKNESS(t) > 12,000 IN. DISTANCE TO REINF(d) > 8.000 IN. FOOTING WEIGHT > 2.020 KIPS TOTAL P AXIAL > 19.290 KIPS TOTAL BEARING PRESSURE > 1.432 KSF (OK) NET BEARING PRESSURE > 1.282 KSF FACTORED,BEARING PRESSURE > 2.103 KSF (1.7tLL+1.4tDL) ----------------------------FOOTING STRESSES -------------- DIAGONAL TENSION - FACTORED LOADS - ONE WAY ACTION (OK> Vu=(P net)t(EFFECTIVE AREA) > 11,588 KIPS Vn=Vc=2(F'c)^,5tbwtd > 35.232 YIPS 0 Vn > 31.709 KIPS DIAGONAL TENSION - FACTORED LOADS - TWO WAY ACTION (00 Vu=(P net)t(EFFECTIVE AREA) > 27.387 KIPS Vn=Vc=4(F'c)^:5tbotd > 51.200 KIPS 0 Vn f. > 46.080 KIPS -------------------------FOOTING REINFORCEMENT -------------------------- Mu=(P net)tbl^2/2 > 3,540 FT-KIPS/FT REQUIRED Rn=(Mu/O)bd^2 > 61.462 PSI REQUIRED p (BENDING MOMENT) > .0016 REQUIRED As (BENDING MOMENT) > .150 IN^2/FT = .549 INA 2 MIN, REQUIRED p UBC 2610(f) > .0021 33% INCREASE APPLIED MIN, REOUIRED As UBC 2610(f) > ,199 IN^2/FT = .731 IN^2 MINIMUM'REINFORCEMENT AS GOVERNED BY: ---MINIMUM REINFORCEMENT --1 4 NO. 4 BARS E.W. 1 3 NO. 5 BARS E.W. 1 }. 2' NO: 6 BARS E.W. 1 2 N0, 7 BARS E.W. 1 • r REV 4-3-92 LATERAL DESIGN DATA 10/22/92 ------------------------------------------------------------------------- DESCRIPTION >>SPENCE RESIDENCE -------------------------------GENERAL DATA ------------------------------ EXPOSURE > B Ce > .62 HEIGHT EXP. D EXP, C EXP. B 15.00 1.39 1,06 ,62 BASIC WIND SPEED > 80.00 qs > 16.40 IMPORTANCE FACTOR > 1,00 METHOD > 1.00 NORMAL FORCE METHOD ROOF PITCH >' 5.00 IN 12 9 > 22.62 DEGREES p= Ce t Cq t q5 t I PRIMARY FRAMES AND SYSTEMS DESCRIPTION ------------------------------------------------------------------------- Cq p(KSF) DIRECTION WALLS WINDWARD WALLS ,80 ,0081 INWARD LEEWARD WALLS ; .50 ..0051 OUTWARD TOTAL WALL ,0132 ROOFS: WIND PERPENDICULAR TO RIDGE LEEWARD OR FLAT ROOF ,70 .0071 OUTWARD WINDWARD ROOF SLOPE 2:12 TO LESS THAN 9:12 .90 .0092 OUTWARD OR SLOPE 2:12 TO LESS THAN 9:12 ,30 .0031 INWARD .ROOF TOTAL .0102 WIND PARALLEL TO RIDGE AND FLAT ROOFS .70 ,0071 OUTWARD ELEMENTS AND COMPONENTS DESCRIPTION ------------------------------------------------------------------------- Cq. p(KSF) DIRECTION WALL ELEMENTS ALL STRUCTURES 1,20 ,0122 INWARD ENCLOSED STRUCTURES 1.10 ,0112 OUTWARD OPEN STRUCTURES 1.60 .0163 OUTWARD PARAPETS 1.30 .0132 INWARD/OUTWARD ROOF ELEMENTS ENCLOSED STRUCTURES SLOPE LESS THAN 9:12 J.10 ,0112 OUTWARD OPEN STRUCTURES SLOPE LESS THAN 9:12 1.60 ,0163 OUTWARD LOCAL AREAS AT DISCONTINUITIES DESCRIPTION ------------------------------------------------------------------------- Cq p(KSF) DIRECTION WALL CORNERS 2.00 .0203 OUTWARD CANOPIES OR OVERHANGS AT EAVES OR RAKES 2.80 .0285 UPWARD ROOF RIDGES AT ENDS OF BUILDINGS OR EAVES AND ROOF EDGES AT BUILDING CORNERS 3.00 ,0305 UPWARD EAVES OR RAKES WITHOUT OVERHANGS AWAY FROM BUILDING CORNERS AND RIDGES AWAY FROM ENDS OF BUILDING 2,00 ,0203 UPWARD Za ----------=-------------------------------------------------------------- REV 4-3-92 LATERAL DESIGN DATA 10122192 DESCRIPTION ))SPENCE RESIDENCE -------------------------------GENERAL DATA ------------------------------ EXPOSURE > B Ce > ,67 HEIGHT EXP. D EXP. C EXP. B 20.00 1,45 1.13 ,67 BASIC WIND SPEED > 80.00 qs > 16.40 IMPORTANCE FACTOR > 1.00 METHOD > 1.00 NORMAL FORCE METHOD ROOF PITCH > 5.00 IN 12 9 > 22,62 DEGREES p=CeICgIgstI PRIMARY FRAMES AND SYSTEMS DESCRIPTION Cq p(KSF) DIRECTION ---------------------------------- -------------------------------------- WALLS WINDWARD WALLS ,80 .0088 INWARD LEEWARD WALLS ,50 .0055 OUTWARD TOTAL WALL ,0143 ROOFS: WIND PERPENDICULAR TO RIDGE LEEWARD OR FLAT ROOF ,70 .0077 OUTWARD WINDWARD ROOF SLOPE 2:12 TO LESS THAN 9:12 ,90 ,0099 OUTWARD OR SLOPE 2:12 TO LESS THAN 9:12 .30 ,0033 INWARD ROOF TOTAL ,0110 WIND PARALLEL TO RIDGE AND FLAT ROOFS ,70 ,0077 OUTWARD ELEMENTS AND COMPONENTS DESCRIPTION Cq p(KSF) DIRECTION ------------------------------------------------------------------------- WALL ELEMENTS ALL STRUCTURES 1.20 ,0l32 INWARD ENCLOSED STRUCTURES 1.10 ,0121 OUTWARD OPEN STRUCTURES 1.60 ,0176 OUTWARD PARAPETS 1,30 ,0143 INWARD/OUTWARD ROOF ELEMENTS ENCLOSED STRUCTURES SLOPE LESS THAN 9:12 1.10 ,0121 OUTWARD OPEN STRUCTURES SLOPE LESS THAN 9:12 1.60 ,0176 OUTWARD LOCAL AREAS AT DISCONTINUITIES DESCRIPTION Cq p(KSF) DIREQTION ------------------------------------------------------------------------- WALL CORNERS 2.00 ,0220 OUTWARD CANOPIES OR OVERHANGS AT EAVES OR RAKES 2,80 .0308 UPWARD ROOF RIDGES AT ENDS OF BUILDINGS OR EAVES AND ROOF EDGES AT BUILDING CORNERS 3,00 .0330 UPWARD EAVES OR RAKES WITHOUT OVERHANGS AWAY FROM BUILDING CORNERS AND RIDGES AWAY FROM ENDS OF BUILDING 2.00 .0220 UPWARD z� ------------------------------------------------------------------------- REV 4-3-92 LATERAL DESIGN DATA 10/22192 ------------------------------------------------------------------------- DESCRIPTION ))SPENCE RESIDENCE -------------------------------GENERAL DATA ------------------------------ EXPOSURE > B Ce > .76 ' HEIGHTEXP. D EXP. C EXP. B 30.00 1.54 1.23 .76 BASIC WIND SPEED > 80.00 qs > 16.40 IMPORTANCE FACTOR > 1.00 METHOD > 1.00 NORMAL FORCE METHOD ROOF PITCH > 5.00 IN 12 9 > 22.62 DEGREES p= Ce t Cq t q s I I PRIMARY FRAMES AND SYSTEMS DESCRIPTION Cq p(KSF),, DIRECTION ------------------------------------------------------------------------- WALLS WINDWARD WALLS LEEWARD WALLS TOTAL WALL ROOFS: WIND PERPENDICULAR TO RIDGE LEEWARD OR FLAT ROOF WINDWARD ROOF SLOPE 2:12 TO LESS THAN 9:12 SLOPE 2:12 TO LESS THAN 9:12 ROOF TOTAL .80 .0100 INWARD .50 .6062 OUTWARD .0162 .70 .0087 OUTWARD .90 .0112 OUTWARD OR .30 .0037 INWARD .0125 WIND PARALLEL TO RIDGE AND FLAT ROOFS .70 .0087 OUTWARD ELEMENTS AND COMPONENTS DESCRIPTION Cq p(KSF) DIRECTION PALL ELEMENTS ALL STRUCTURES 1.20 .0150 INWARD ENCLOSED STRUCTURES 1.10 .0137 OUTWARD OPEN STRUCTURES 1.60 .0199 OUTWARD PARAPETS 1.30 .0162 INWARD/OUTWARD ROOF ELEMENTS ENCLOSED STRUCTURES SLOPE LESS THAN 9:12 . 1.10 .0137 OUTWARD OPEN STRUCTURES SLOPE LESS THAN 9:.12 1.60 .0199 OUTWARD LOCAL AREAS AT DISCONTINUITIES DESCRIPTION ----------------------------------=-------------------------------------- Cq p(KSF) DIRECTION WALL CORNERS 2.00 .0249 OUTWARD CANOPIES OR OVERHANGS AT EAVES OR RAKES 2.80 .0349 UPWARD ROOF RIDGES AT ENDS OF BUILDINGS OR EAVES AND ROOF EDGES AT BUILDING CORNERS 3.00 .0374 UPWARD EAVES OR RAKES WITHOUT OVERHANGS AWAY FROM BUILDING CORNERS AND RIDGES AWAY FROM ENDS OF BUILDING 2.00 .0249 UPWARD $s 93 dlap(n:w c 4- — - ----03.._.. - ---- — -- i fK3=7�1. o143'IS+ q�C.ol25) 4.38 k I��,o125, 6,�J3-F �4-o/ZS)15o3� 13a o aI2P� o s�ls�►1� w �3 �I- Its- zs1,S I'S L 3t, 1 ' vJI% 11(p+2(Z•0 Z(L),0o8 4- 2. 01 ,ol + oob + 9/1,(5),o Of 133' I 0I +, ov®) .138 2:•9(0-,. •SG $s 93 _ 00 171 13 ltl;� Z,L O. ILIw iX.TO mjj��Q� J vavv� . z Si 1 A (A ' �j a (S W I I H J f S7�- c.t; w/ W 4 ((f vie �0" vw. C.mtiT ko— C f, p �.,��1-Q, 3.� f end e �. yy 2 z ..�•2Sr�,6a7��q� — � S �, 4fi3�= 2z,�Zl� Z' the 3 U Z (rKZ3}3.► _ �,qz �w 1�0 SJk f X01 I 4 . S $ Q -/,S%6 (,4-(o l �• ori �, l `` �-� - -� JIB w C t Z-6- 0: 4- g (. o I sr 2/?. C• o I 3.is(•s�6�(�) 3A I- SA 46 Z7 30 , i 1 I 1 I 7 , I 1 I i ; I i ' i t • 30 31 ------------------------------------------------------------------------ REV 7-17-91 CONCRETE SECTION MOMENT CAPACITY ---------=---=---------------------------------------------------------- DESCRIPTION » ------------SECTION DATA----------- ------MATERIAL CONSTANTS --------- b > 8.000 IN !F'c > 2.500 KSI d > 22.000 IN ---------------=----------------LOAD DATA ------------------------------- OVERLOAD FACTOR > 1.300 WIND OR EARTHQUAKE LOADS ACTUAL MOMENT > 20.260 FT -KIPS SEE CALCS ALLOWABLE MOMENT > 21.705 FT -KIPS SAFETY FACTOR > 1.425 MUST BE GREATER THAN 1.33 ------------ =--------------.------ SUMMARY -------------------------------- ACTUAL As > ,6200 Z ` ALE p.MIN > . ,, (200/Fy> p ACTUAL > ,0035 (p=As/BID> T > 24.800 KIPS (T=AslFy> a > 3.647 IN, (a=T/(DIF'clB)> OMn ) 37.528'FT-KIPS 0,91Tl(D-a/2)/12> Mu > 37.528 FT -KIPS (OVERLOAD FACTORISERVICE MOMENT> MAX SERVICE M > 26.868 FT -KIPS ------------- ------------------------------ REV 4-5-92 COLLECTOR FORCES DESCRIPTION >>MAIN LEVEL >>LINE 3 ---------------------------------SUMMARY-------------------------------- V1 > 5.160 KIPS V2 > KIPS LENGTH SUBJECT TO V1 > 57.000 FEET DIAPHRAGM SHEAR DUE TO V1 > .091 KIPS/FT LENGTH SUBJECT TO V2 > FEET DIAPHRAGM SHEAR DUE TO V2 > KIPS/FT SHEAR PER FOOT - SHEARWALLS (v) > .607 KIPS/FT (SHEARWALL 0 SEGMENT W/O WALL 0PNG V1 V2 FORCE 16.000 0 16.000 Y .000 2 5.250 W 5.250 Y -1.448 16.500 O 16.500 Y 1.263 3.250 W 3.250 Y -.230 r� 16.000 0 16.000 Y 1.448 OU --------- REV 4-5-92 COLLECTOR FORCES DESCRIPTION >>BASEMENT LEVEL »LINE 3 /'j , I ---------------- ' ------:----SUMMARY-------------------------------- V1 > 7.920 KIPS V2 > KIPS LENGTH SUBJECT TO V1 > 56.750 FEET DIAPHRAGM SHEAR DUE TO V1 > .140 KIPS/FT LENGTH SUBJECT TO V2 > FEET DIAPHRAGM SHEAR DUE TO V2 > KIPS/FT SHEAR PER FOOT - SHEARWALLS (v) > .576 KIPS/FT (SHEARWALL 0 SEGMENT W/O WALL OPNG V1 4.000 W 4.000 Y 28.000 O 28.000 Y 3.250 W 3.250 Y 5.750 0 5.750 Y 9.250 0 9.250 Y 6.500 W 6.500 Y -�r-k J. CSelry oK- V2 FORCE .000 1.746 -2.162 -.743 -I.54 -2.837 I S S -7 Z a 3ZI r�j I <1 .K KI P , I- c (/a ,1)c IZ 34- 'II��N . ww b C t? W ry� G 34- IS"' )C,k(" 5 C.Oh-F c S (So 3? Pacific Gas and Electric Company 2226 Veatch Street Oroville, CA 95965 916/532-4135 September 24, 1992 County Of Butte Development Services Department 7 County Center Drive Oroville, CA 95966 Attention: Mr. Dave Purvis Dear Dave: Phillip J. Earlewine Service Planning Supervisor Development Services SEP 2 9 1992 oroville, Callfomla cop" V, OF FRW TE SEP 3 u I have reviewed the proposal of Mr. John Starr, Build- ing Contractor, to place a retaining wall along the frontage of 14 Aqua Court for Lloyd Beach, owner. In addition to placement of the retaining wall varying of fill will be placed over an existing public utility easement. PG&E anticipates no adverse impact to its continued use of the Public Utility Easement as a result of the pla- cement of the retaining wall. Placement of the fill over our existing facilities will necessitate for PG&E to raise a secondary splice box and associated conduits and cables. This alteration shall be accomplished at the owners/applicants request and shall be in accor- dance with the rules, rates, and tariffs presently on file with the California Public Utilities Commission. Sincerely, V14(�vM � �.. Philip ,T'.� arlewine *1j Service Planning Supervisor 1 Pacific Gas and Electric Company September 22, 1992 2226 Veatch Street Oroville, CA 95965 916/532-4135 Phillip J. Earlewine Service Planning Supervisor Mr. John Starr 5263 Royal Oaks Drive Oroville, CA 95966 Dear John: Enclosed are three copies of our Electric Extension and Service Agreement which requires your review and signature. Please sign and return all copies of the enclosed agreement for electric service along with your check in the amount of $537. A self addressed, stamped envelope is enclosed for your conve- nience. After the agreement has been signed by a representative of our company one fully executed copy will be returned for your files. If you have any questions, please contact me at the Oroville office, 532-4144. Sincerely, BILL ROAKE New Business Representative BR:jms Enc. r j , Paclffc Pae and Electric Company , DISTRIBUTION: Agreement to Perform 0 APPLICANT (Original) Tariff Schedule Related Work D DIVISION (Original) 0 ACCTG. SVCS. REFERENCE: E2-8177-0 John Starr/An Individual , (Applicant) has requested PACIFIC GAS AND ELECTRIC COMPANY, a California corporation (PG&E), to perform the tarill schedule related work as located and described in paragraph 3 herein. PG&E agrees to perform the requested work and furnish all necessary labor, equipment, materials and related facilities required therefor, subject to the following conditions: t. Whenever part or all of the requested work is to be furnished or pertorned upon property other than that of Applicant, Applicant shall first procure from such owners all necessary rights-of-way and/or permits in a form satisfactory to PG&E and without cost to It. 2. Applicant shall indemnify and hold harmless PG&E, Its officers, agents and employees, against all loss, damage, expense and liability resulting from injury to or death of any person, Including but not fimited to, employees of PG&E, Applicant or any third party, or for the loss, destruction or damage to property, Including, but not limited to property of PG&E, Applicant or any third parry, arising out of or In any way connected with the performance of this' agreement, however caused, except to the extent caused by the active negligence or willful misconducto!PG&E, Its officers, agents and employees. Applicant will, on PG&E's request, defend any suit asserting a claim covered by this indemnity. Applicant will pay all costs that may be incurred by PG&E in enforcing this Indemnity, Including reasonable attorneys' fees. 3. The location and requested work are described as follows: (Describe in detail the materials and facilities to be furnished and/or work to be performed by PG&E. N more space is required, use other side and attach any necessary drawings as Exhibits A, B, C, etc): LOCATION: 6277 Jack Hill Drive, Oroville, CA DESCRIPTION OF WORK: Secondary splice box to be raised due to excavation by applicant. 4. Applicant shall pay to PG&E, promptly upon demand by PG&E, as the complete contract price hereunder, the sum of Five hundred thirty—seven dollars and no cents dollars ($ 537.00 �. Upon completion of requested work, ownership shall vest In: 0 PG&E 0 Applicant Executed this day of September 1g 92 . John Starr '�. Applicant . By: ; l /s ohn'`Starr (Print/Type Name) Titre: Contractor/Better Builders PACIFIC GAS & ELECTRIC COMPANY BY: E. J. Murray (Print/Type Name) Title: Oroville District Manager Mailing Address: 62-4527 (Rev 1/91) 5263 Royal Oaks Dr., Oroville CA 9 966 Service Nanning Advice No.: 1833 -G/1342 -E Effective: 4/02/91 LAKE OROVILLE AREA PUBLIC UTILITY DIST. 1960 Elgin Street OROVILLE, CALIFORNIA 95966 (916) 533-2000 FAX (916) 533-1750 TO: JOHN STARR Better Builders Construction 5263 Royal Oaks Dr. Oroville, CA 95966. LETM OfTRANSMITTAL Date: 9/21/92 File No./Name: 69-30-30 Attention: Re: Easement Encroachment Permit WE ARE SENDING YOU ATTACHED, via [ ] U.S. Mail [ ] FAX [X] Courier [ ] Photocopies [ ] Prints [X] Originals [ ] Printouts [ ] COPIES DATE NO. DESCRIPTION 1 Easement Encroachment Permit Form THESE ARE TRANSMITTED as checked below: [ ] For approval [X] For your use [ ] For review/comment REMARKS: COPY TO:. [ ] Approved as .submitted [ ] Approved as noted [ ] Returned for corrections [X] As requested [ ] Return 2 corrected prints [X] Return when executed F SIGNED: Mike Glaze t4 ,SEP -30-1992 14:26, FROM CHICO-ENGINEERING TO CHICO ENGINEERING/RIGHT OF WAY OFFICE 518 west Fourth Street, 3' Floor Chico, CA 95928 15332140 P.01 69-30-30 c Ow" BUXOM W3u 1991 DATE: September 30, 1992 PAGES EXCLUDING COVER 1 TO: NAME: !B=ING DEP NT HILL FAX 916) 538-2140 FROM: JUM BOHANNON ADDRESS: 518 W. 4TH STREET, THIRD FLOOR CITY: CHICO, CA 95928 TELEPHONE: (916) 891-2392 FAX (916) 894-6583 The information contained in this facsimile message may be confidential, proprietary and/or legally privileged information intended only for the use of the individual or entity named above. if the reader of this message is not the intended recipient, you are hereby notified that any copying, dissemination or distribution of confidential. proprietary or privileged information is sti lctly prohibited. If you have received this communication in error, please immediately notify the sender by telephone, and we will arrange for the return of the facsimile. Thank you. 14:27 FROM CHICO—ENGINEERING .. i' Flight of Way 519 West Fourth Street, Third Floor Chico. California 95929 September 23, 1992 County of Butte Building Department 7 County Center Drivb Oroville, Ca, 95965 Attn: Dave Purvis TO 15382140 P.02 PAC1FICI 4BELL, A Pacific Telesis Company Bre: Construction of a Retaining Wall (6277 Jack dill Drive) Gentlemen: This letter is to inform you that we have reviewed the plans for the proposed retaining wall to be constructed within a portion of the existing. utility easement fronting the above mentioned property. In our opinion, the wall will not interfere with access to Pacific Bell's facilities. However, we are concerned that the actual construction of the wall may damage our underground facilities. Therefore, the property owner, and their contractor, should be instructed to contact USA, at 1-300-642-2444, so that all underground utilities can be located and marked prior to beginning their work. If you have any questions regarding this matter, please call me at (916) 891-2392. �exj_truly yours, rc hannon Works Coordinator North Region cc: Mr. John Starr, 6277 Jack Hill Drive, Kelly Ridge, CA 95965 Recording Requested By: LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT 1960 Elgin St. Oroville, Ca. 95966 EASEMENT ENCROACHMENT PERMIT PROPERTY OWNER: JAMES WACHEL and DON & BARBARA SPENCE PROPERTY ADDRESS: 6277 Jack Hill Dr., Oroville, CA 95966 ASSESSOR'S PARCEL #: ¢9-30-30 DESCRIPTION OF ENCROACHMENT: A masonry retaining wall along the easterly boundary of the subject property, within a 10' public utility easement (as shown on 66 M.O.R. 09, recorded in the Office of the Butte County Recorder) which is occupied by a 6" sanitary sewer main. DESCRIPTION OF REAL PROPERTY AFFECTED: All that real property situated in the County of Butte, State of California, more particularly described as: Lot 407 as shown on that map of Kelly Ridge Estates Unit 4C Subdivision, recorded in Book 66, Page 9, in the office of the Recorder of the County of Butte. PROVISIONS GOVERNING THIS ENCROACHMENT PERMIT V. • STRUCTURAL CALCULATIONS FOR CONCRETE MASONRY CANTILEVER RETAINING WALL BETTER BUILDERS CONSTRUCTION 5263 ROYAL OAKS DRIVE OROVILLE, CA 95966 CALCULATIONS ARE IN COMPLIANCE WITH THE 1991 EDITION OF THE UBC �� '/ - 1'� - - FRANK L. TYUKOS, RCE 32434 SUTTF- COUNTY BUILDING DF-PARTMP-Nl � �������������� ��������& �v������ �� *� ��2.5 �� �7w..- F L T ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 (916) 872-0254 SUBJECT: CMU CANTILEVER RETAINING WALL BY: FLT DATE: 9/92 JOB NO.: 2143 PROJECT: BETTER BUILDERS CONSTRUCTION 5263 ROYAL OAKS DRIVE, OROVILLE, CA 95966 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA SHEET 1 OF 9 DESI8N_CRITERIA� . . STUD WALL, ROOF AND FLOOR ARE SUPPORTED BY MASONRY' CANTILEVER RETAINING WALL FOUNDATIONS. CODE 1991 UBC SUPERIMPOSED LOADS: ' MIN. DL. = .�10 x (3+8) = .11 k/l MAX. LL. = .016 x 28 +.010 x (28-3) +.050 x 15 +.008 x 8 = 1.51 k/l LOADING PER ABOVE IS CRITICAL FOR BOTH — BEARING (INCLUDES DL+LL) AND SLIDING RESISTANCE (MIN. DL ONLY), ' MAX. LL — ROOF LL + ADD'L LIGHT ROOFAL + FLOOR DL+LL + ADD'L WALL DL ' ` CALCIS PROVIDED FOR: A. 101-0" HIGH WALL — SHEETS 2, 3 & 4 B. 81-0" HIGH WALL — SHEETS 5, 6 & 7 CONSTRUCTION DETAIL — SHEETS 8 & 9 MATERIALS: CONCRETE — ULTIMATE COMPRESS. STRENGTH — f'c = 2000 PSI @ 28 DAYS, ' CMU — ULTIMATE COMPRESSIVE STRENGTH — f'm = 1500 PSI, GROUTED SOLID, NO INSPECTION RERQUIRED, REINFORCING — ASTM A615, GRADE 40, ALLOWABLE SOIL BEARING PRESSURE — 2500 PSF, ALLOWABLE LATERAL BRG. PRESSURE — 400 PSF, ' PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2143 ' DATE : 9/1992 ' CALCIS BY :'FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL .__________________________________-____ WALL DESIGN: ALLCALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): . SURCHARGE (PSF): ' YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTHOF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Or (FEET): THECKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): ` TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN -2) ------------------------------------------------ 'dl(IN) SIZE & SPA (IN) ` 0.257 13.29 #5 @ 14.5 MIN. VERTICAL REINF. - .12 % (IN^2): MIN. HORIZONTAL REINF. - .08 % (IN^2): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 2" OF ^� LEVEL 30- 0 40 2000 1500 NO 250.00 .11 1.51 10 10 7.6 . 15.6 ' 135 133 1.50 5.00 0.225 0.150 DESIGN REINF. - ` - HORIZONTAL: #o @ 24 COMBINED STRESSES @ WALL: , 0.97 < 1.0 EFFECTIVE RATIO OF REINF. - p: 0.0029 MODULAR RATIO - n: 25.8 COEFFICIENT - k: 0.320 ACTUAL RATIO OF DISTANCE - j: 0.893 COEFFICIENT - 2/kj: 7.000 ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): 198.24 < 250.00 ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): 10.87 < 20.00 COMBINED STRESSES @ WALL: 0.97 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2143 DATE : 9/1992 CALCIS BY : FLT ' ~ HEIGHT FROM TOP OF THE WALL - H2 (FEET): 8 HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 8 ' THICKNESS OF WALL - BOTTOM2 (INCHES): 7.6 GROUTED SOLID - WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL . (PSF): 84 TOTAL EARTH PRESSURE - Fw2 (KIP): 0.96 MOMENT @ Hw2 - Mw2 (FT -KIP): 2.56 AREA REINF. (IN^2) ------------------------------------------- 'dl(IN) SIZE & SPA (IN) 0.330 5.29 #5 @ 11.3 DESIGN'REINF. - VERTICAL: #5 @ � 8� HEIGHT FROM TOP OF THE WALL - H3 (FEET): 5.33 HEIGHT FROM TOP OF THE SOIL - Hr3 (FEET): 5.33 THICKNESS OF WALL - BOTTOM3 (INCHES): 7.6 GROUTED SOLID - WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF): 84 TOTAL EARTH PRESSURE- w F 3 (KIP) : 0.43 MOMENT @ Hw3 - Mw3 (FT -KIP): 0.76 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) _____-__________________________________________ ` 0.097` 5.35 #4 @ 24.8 DESIGN REINF. - FOOTING DESIGN: ------------- DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 � MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 2500 ALLOW. LATERAL BEARING PRESSURE (PSF): 400 FRICTION COEFFICIENT - Fc: 0.45 FLT ENGINEERING 5790 CLARK ROAD PARADISE, . CA' (916) 872-0254 SHEET 2 OF F , PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2143 DATE : 9/1992 CALCIS BY : FLT FOOTING DEPTH (INCHES): FOOTING WIDTH - HEEL (INCHES): - TOE (INCHES): FOOTING KEY - WIDTH (INCHES): FOOTING KEY - DEPTH (INCHES): - BACK TO BACK OF FOOTING (INCHES): TOTAL WIDTH OF FOOTING (INCHES): OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT 2 Mn (FT -KIP) - ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA-- Af (FT^2): SECTION MODULUS - S (FT^3): ^ SOIL PRESSURES - DL ONLY - SPt (PSF)- - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): ' - SPh' (PSF): SLIDING RESISTING FORCE - Fr (KIP): . FOOTING - TOE: ' EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET to OF ef 20 24 24 0 0 0 64 2.04 7.94 5.60 18.31 2.31 10.37 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------ __________-____�____________ 0.177 16.69 #5 @ 21 DESIGN TOE REI 0.81 4.55 5.33 4.74 2008.96 < 2500 89.24 > 0 2297.40 < 2500 367.06 > 0 3.07 > 2.04 X 1.5 = 3.06 4.13 4.33 FOOTING - HEEL: UNIFORM LOAD.@ HEEL - Wv (PLF): 1160.76 _ PRESS. @ TIP DUE TO GRADE SLOPE - SPg (PSF): 0.00 PRESS. @ FACE OF WALL - SPf (PSF): 779.89 MAX. MOMENT @ HEEL - Mh (FT -KIP): 1.71 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 0.066 17.75 #4 @ 36.5 DESIGN HEEL ' ' � PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2143 DATE : 9/1992 CALCIS BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL _______________________________________ WALL DESIGN: ` ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): GROUTED SOLID - WEI6HTOF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): ^ TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 0.239 9.29 #5 @ '15.5 MIN. VERTICAL REINF. - .12 % (IN^2): . MIN. HORIZONTAL REINF. - .08 % (IN^2): LEVEL 30 0 40 2000 1500 NO 250.00 .11 1.51 8.67 8.67 7.6 11.6 135 133 1.13 3.26 0.167 0.111 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET T OF 197 log . DESIGN REINF, - - nuRIZum/ALs *o e 32 COMBINED STRESSES @ WALL: " 1.17 < 1.0 EFFECTIVE RATIO OF REINF. - p: 0.0042 MODULAR RATIO - n: 25.8 COEFFICIENT - k: 0.369 ACTUAL RATIO OF DISTANCE - j: 0.877 COEFFICIENT - 2/kj: 6.187 ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): 233.72 < 250.00 ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): 10.32 < 20.00 COMBINED STRESSES @ WALL: 1.17 ^-- //Z ��=�� PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2143 DATE 1 9/1992 CALCIS BY : FLT ' HEIGHT FROM TOP OF THE WALL - H2 (FEET): HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): THICKNESS OF WALL - BOTTOM2 (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw2 (KIP): MOMENT @ Hw2 � Mw2 (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ----------------------------------------- 0.097 5.35 #4 @ 24.8 DESIGN REINF. - VERTICAL: 4 @ 161 HEIGHT FROM TOP OF THE WALL - H3 (FEET): HEIGHT FROM TOP OF THE SOIL - Hr3 (FEET): THICKNESS OF WALL - BOTTOM3 (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw3 (KIP): MOMENT @ Hw3 - Mw3 (FT -KIP): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET A- OF 117 5.33 5.33 7.6 135 84 0.43 0.76 2 2 � 135 .z +�� 0.06 0.04 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ________________________________________________ ' 0.005 ~ #4 @ 4�f��� ' -.' DESIGN REINF. - VE FOOTING DESIGN: ^ DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 2500 ALLOW. LATERAL BEARING PRESSURE (PSF): 400 FRICTION COEFFICIENT - Fc: 0.45 ^ PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2143 DATE : 9/1992 CALCIS BY : FLT FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 7 OF A FOOTING DEPTH (INCHES): . 16 FOOTING WIDTH - HEEL (INCHES): 24 - TOE (INCHES): 18 FOOTING KEY - WIDTH ('NCHES): 0 FOOTING KEY - DEPTH (INCHES): 0 - BACK TO BACK OF FOOTING (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 54 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT -' Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): / SECTION MODULUS - S (FT^3): _ SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): _ - SPh' (PSF): SLIDING RESISTING FORCE - Fr (KIP): ' FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt CFT-KIP)Y 1.50 5.01 4.31 11.51 2.30 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 0.134 12.69 #5 @ 27.7 DESIGN FOOTING - HEEL: 6.50 0.74 3.20 4.50 3.38 1907.75 < 2500 9.56 > 0 2362.62 < 2500 225.80 > 0 2.30 > 1.50 X 1.5 = 2.25 3.28 2.49 UNIFORM LOAD @ HEEL - Wv (PLF): 1057.44 PRESS. @ TIP DUE TO GRADE SLOPE - SPg (PSF): 0.00 PRESS. @ FACE OF WALL - SPf (PSF): 913.95 MAX. MOMENT @ HEEL - Mh (FT -KIP): 1.40 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------------- 0. 069 _______________________________________________0.069 13.75 #4 @ 34.5 ^ DESIGN HEEL REINF TT C BYG T GA _ `1/92 ., CMU _ i�(GG�1�C:PG�D... sH�=T �v,......8 ... ....9..... _ ...._. S..BJEC. of CHK=. BY __............... DATE ...................... /� G. T!�,1N1NS..... wl.441....DdrI--4,1L �Oic j08 1l:............2/T�....._........... BETTzR B(//GDeeS CONST. , OHO!//GL E, 0.4 . #¢ G 14; MRT -� I 3e io hlO�P/Z; cr�v fCavT-7/_y- 4'key' /? Y43C �� 3 pCGEA�P F/ //S'// GRADE - L ,-- , Ole CoA/G', 5�.1445 r 2 Cl- EARS TYim dw CAIV F.4RTy P/LL �S REt�'D w G 6 M k `- 3 Q�pFESS/pN�! 24 " �'�� �* L. TSG Fac ol i; o. 4 �fglF ' Of CAAV T/L eY�A-fe� lle�ff T.4 I AIIX P 11A L L /A s. /t/OTES : A PEs/all CiP/TE.P/.4 f/ ewr,=,k-1,4 L I-IEie sWeeor 2. ,44L CULLS S,,$W 6 Be GROCJTEO SGS/D, 3. L�fP SCG RF/NF, 40 .B�fR D/if . D.e 2¢ ~M/N. OFI�RA/</OCC PL�•CLiV_.��1;� 5790 CLARK RD.. PARADISE, CA. 95969 (916) 872-0254 BY ALT _GATE _9 92 SiJBJECT `(� / / V L�/v_TIL�VC/QL�DI SME'cT NO. _!_ OF y _ ie�T-,q/N%iV6+/Y�9LG G�T,4/L r'O.e 2/43+ C}IKO. BY — DATE � JOB (v0. ___._ •._—,_ t3GETTC,,2 $ U/L D 95 -''PS CONST - O eo el L G E, C-4, f/N/SH a eAoe, - GEIiEL OR cows, SGAB N � OPT/orclAG Y 2 cc E�re� TYP (f CAW (a, f'8CMU 8 rr .4s Rep �O -44 e%6n'o7c : OR (� �S ��32 o:c; �O�P/2, K � 2 T/ES G /6TYP. N J ri �a awr.. /y? "CEY A44 e e4 LAVA CAP -� - LiS/_0 _d fig, � 3 rrCG �qr2 _ - o: C3-1 RAJ T. Q�pE ESS/ON9 CO,VC . it �3 ='SSCT FOOT/MG 24 c")w� or 2 N0. m a sl9lCIV F Of CA1. 2..4LL CELLS Sil.4GL Be 6reOdlrArO 3."P.441- RF/NF, 40,514R 10114. F LSV PsMIG IC EG3OMGG 5790 CLARK RD.. PARADISE. CA. 95369 (916) 872-025A JOB NUMBER >49774 STRUCTURAL CALCULATIONS FOR PROJECT ))RESIDENCE NAME >>JOHN STARR ADDRESS )>OROVILLE, CALIFORNIA DATE )) 9/19/92 BRUNO AND HAWKINS - ENGINEERING 1.. CONSTITUTION DRIVE SUITE A CHICO, CALIFORNIA 95926 (916) 995-1125 NOTE: REFERENCE PLANS BY OTHERS. NO JUDGEMENT OR OPINION IS RENDERED OR IMPLIED REGARDING ASPECTS OF THIS STRUCTURE NOT SPECIFICALLY NOTED HEREIN, ARc,' HAti * No. 18693 REN. 84J1TE COCINTT 8111LDING DEPARTMENT APPROVED qZ-�3s� im 2/� . 0 4 0 ►� S-(� - 0SyI�S� 3 1.1 DS --J (�"— I'•S(�� 3'S �. 0'S)= .315 K qS,q % ?-& 00) ZZ 7.6j r,r 3 16.2.5 \,j P T I � S- 5,ItiS�I� A 9 z,3 51.21 1 d 2- lOn�-� t� �vrr:-f lows ,—x ro ►.oSX (o V�mI laa�. Z,4u xi09. 5'+8y-1 -1.e8x 10 . 25oSoo0000 5080000vo0 79q�s0o0066 r o I9'S 1=3�%ro,� �4�� I��� �t/396 1,4-�/2?2 5,m2 -x 21 Z=39sS,'L 3Sa ,11u k�qg4 �,IZ�� ��34o c PC" C.- Lj . , D6 -2 j WI w3 '24, 2 +. �� 3, I PT FTG2 ------ - REV 3-31-92 POINT FOOTI14G-8/14/92 ------------------------------------------------------------------------ DESCRIPTION>>F-i » -------------LOAD DATA------------- -------SOIL DATA ------------- POINT LOAD ) 6.540 KIPS:SOIL ERG CAPACITY1,500 KSF UNIFORM LOAD ) KIPS/FT LIVE LOAD Y. ) 80.000 ------------CONCRETE DATA ----------;----------REINFORCING STEEL --------- CONCRETE F'c > 2,500 KSI ;STEEL Fy 40.000 KSI m CONSTANT > 18,824 0 FACTOR > 1900 ------------------------------FOOTING DATA ------------------------------ FOOTING SIZE > 2.250 FT, FOOTING THICKNESS(t) > 12,000 IN, DISTANCE TO REINF(d) > 8.000 IN. FOOTING WEIGHT > ,759 KIPS TOTAL P AXIAL > 7,275 KIPS TOTAL BEARING PRESSURE > 1.442 KSF (OK) NET BEARING PRESSURE > 1,292 k;Sf FACTORED BEARING PRESSURE 3 2,119 KSF (1.7tLL+1,40L) ----------------------------FOOTING STRESSES-------------------------- DIAGONAL TENSION - FACTORED LOADS - ONE WAY ACTION �011'11- Vu=(P net)t(EFFECTIVE AREA) > 3,774 {(IPS Vn=Vc=2(F'c)1,5tblofd > 21.600 KIPS 0 Vn > 19.440 KIPS DIAGONAL TENSION - FACTORED LOADS - TWO WAY ACTION (GK> Vu=(P net)i(EFFECTIVE AREA) > 9,184 KIPS Vn=Vc=4(F'c)'`,5tbotd > 51,200 KIPS 0 Vn ) 46.080 KIPS -----------------------=-FOOTING REINFORCEMENT -------------------------- Mu=(P net)tbl^2/2 > 1.34! FT-K'IP'S/FT REQUIRED Rn=(Mu/O)bd^2 > 23,276 PSI REQUIRED p (BENDING MOMENT) 0006 REQUIRED As (BENDING MOMENT) > .056 !N''2/FT = .126 IN -^2 MIN. REOUIRED p UBC 2610(f) > ,008 33% INCREASE APPLIED MIN. REQUIRED As UBC 2610(f) > .075 TN^2/FT = lh8 IN^2 MINIMUM REINFORCEMENT AS GOVERNED BY; --- MINIMUM REINFORCEMENT--; 1 NO. 4 BARS E.W, ; I NO, 5 BARS E.W. ; 1 NO. 6 BARS E.W, ; 1 NO. 7 BARS E.W. ; �< PT FTG2 ------------------------------------------------------------------------ REV 3-31-92 POINT FOOTING 6/19/92 ----------------------------------------------------------- DESCRIPTION)>F-2 -------------LOAD DATA-------------1--------------SOIL DATA -------------- POINT LOAD > 10.210 KIPS ;SOIL BRG CAPACITY) 1,500 KSF UNIFORM LOAD > KIPS/FT LIVE LOAD Y > 60.000 1 ------------CONCRETE DATA ----------'----------REINFORCING STEEL --------- CONCRETE F'c_ > 2.500 KSI ;STEEL Fy > 40,000 KSI m CONSTANT > 16.624 0 FACTOR > ,900 ------------------------------FOOTING DATA ------------------------------ FOOTING SIZE > 2.830 FT. FOOTING THICKNESS(t) > 12.000 IN. DISTANCE TO REINF(d) > 8.000 IN. FOOTING WEIGHT > 1.201 KIPS TOTAL P AXIAL > 11,411 KIPS TOTAL BEARING PRESSURE > 1,425 KSF (01:) NET BEARING PRESSURE ) 1.275 KSF - FACTORED BEARING PRESSURE ) 2,091 KS -r' (I.1tLL+1.49D1) ----------------------------FOOTING STRESSES ---------------------------- DIAGONAL TENSION - FACTORED LOADS - ONE !JAY ACTION <OK> Vu=(P nat)i(EFFECTIVE AREA) ) 6.400 KIPS Vn=Vc=2(F'c)^.5tbwtd > 21.166 KIPS 0 Vn ) 24,451 KIPS DIAGONAL TENSION - FACTORED LOADS - TWO WAY ACTION (GK> Vu=(P n=t)t(EFFECTIUE A;EA) ) 15,815 KIP': Vn=Vc=4(F'c)'1.5tbatd > 51.200 KIPS 0 Vn ) 46.060 KIP:; -------------------------FOOTING REINFORCEMENT---------- Mu=(P net)tbl^2/2 > 2.093 FT-KIPS/FT REQUIRED Rn=(Mu/0)bd"2 > 36,338 P3I REQUIRED p (BENDING MOMENT) ) ,0009 REQUIRED As (BENDING MOMENT) > .U%i$ IN^2/FT = ,249 IN''2 MIN. REQUIRED p UBC 2610(f) 37% INCREASE APPLIED MIN. REQUIRED As UAC 2610(f) > .117 IN''2/FT = .331 I0^2 MINIMUM REINFORCEMENT AS GOVERNED BY: --- MINIMUM REINFORCEMENT - 2 NO, 4 BARS E.W. 2 NO, 5 BARS E.W. I NO. 6 -BARS E.N. 1 NO. 7 MARS E.W. ; 9 - PT FTG2 ------------------------------------------------------- REV 3-31-92 POINT FOOTING 8/19/92 --------------------------------------------------------------------- DESCRIPTION)>F-3 -------------LOAD DATA -------------;--------------SOIL DATA ------------- POINT LOAD > 3.810 KIPS ;SOIL BRG C-.PACITY> 1.500 KSF UNIFORM LOAD > KIPS/FT 1 LIVE LOAD '/. ) 801000 1 ------------CONCRETE DATA---------- ------REINFORCING STEEL --------- CONCRETE F'c > 2,500 KSI ;STEEL Fy > 40.000 KSI m CONSTANT > 18,824 ; 0 FACTOR > .900 ; ------------------------------FOOTING DATA ------------------------------ FOOTING SIZE > 1,750 FT. FOOTING THICKNESS(t) > 12.000 IN, DISTANCE TO REINF(d) > 8,600 IN, FOOTING WEIGHT ) ,459 KIPS TOTAL F' AXIAL > 4,269 KIPS . TOTAL BEARING PRESSURE ) 1,394 KSF <:OK> NET BEARING PRESSURE > 1.244 KSF FACTORED BEARING PRESSURE) 2,040 KSF (1,7tLL+1,4tDL) ----------------------------FOOTING STRESSES ---------------------------- DIAGONAL TENSION - FACTORED LOADS - ONE WAY ACTION QK> Vu=(P net)t(EFFECTIVE AREA) > 1.934 KIPS Vn=Vc=2(F'c)^.5tbwtd > 16.800 KIPS 0 Vn ) 15,120 KIPS DIAGONAL TENSION - FACTORED LOADS - TWO WAY ACTION :OK) Vu=(P net)t(EFFECTIVE AREA) ) 5,342 KIT'S Vn=Vc=4(F'c)^.5ibotd i 51,200 KIPS 0 Vn) 46.080 KIPS -------------------------FOOTING REINFORCEMENT--------- Mu=(P net)tbl^2/2 ) 781 FT-KIPS/FT REQUIRED Rn=(Mu/O)bd^2 ) 13,560 PSI REOUIRED p (BENDING MOMENT) > ,0003 REQUIRED As (BENDING MOMENT) ) .033 IN^2/FT = .057 IN`'2 MIN, REQUIRED p UBC 2610(f)' ) .0005 33:1, INCREASE APPLIED MIN. REOUIRED As UBC 2610(f) > .043 !N'/'/FT = 076 IN''^ MINIMUM REINFORCEMENT AS GOVERNED BY; ---MINIMUM REINFORCEMENT--; 1 NO. 4 BARS E.W. ; 1 NO. 5 BARS E.W. ; 1 NO. 6 BARS E.W. ; 1 NO. 7 BARS E.W. ; Certificate of Compliance: Residential Climate Zone 11 Project Tide 92- 3382 &277 J4,Cw. WtL–L- BuMingPamit# Project Address _ _Ato—, 1/•/lGu��2', Checked By / Date Documentation Author Telephone EnZZ'kad Agency Use Only BUILDING DATA North Glass Area % Glass Conditioned Floor Area :74 4— Number of Stories East Slab/Raised Floor • Number of :Units _1 South Of Single Family Detached (SFD) ( ] Addition'Alone West [ ] Single Family Attached (SFA) [ ] Existing Building Skylight [ ] Multi -Family (MF) [ ] Existing -Plus -Addition Total BUII.DING SHELL INSULATION-' Component NSULA ION - Component Insulation Locatilnrr/Commenits Type R -Value (astic..to garage, spiral, etc.) Wall .............. �.[7 f Cmo Plb'S Roof ............. O N Fl Lam' Roof ............. Floor ............. Floor ............. _ Slab Edge .. GLAZING Shading Devices Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation (SO (single. double) (roller blind, etc.) (shudescreen, etc.) (yeslho) (metal/Wood) North ( ) North ( Y East ( Y East ( ) r-niIMT T— South South < ) . QVFWest West ( ) West ( ) Skylight....... THERMAL MASS ` Type/Covering Area Thickness (slab/exposed, tile, etc.) (Sf) (inches) L ocatiOrl/DCScrlption (kitchm bath. etc.) HVAC SYSTEMS . Minimum • Duct Type, (furnace, air.- . -Efficiency Location Duct Output Manufacturer / Model # conditioner, heat pump) (SE, SEER.HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) • Anima Y Maximum Furnace Heating Output:- Btuh ' HOT WATER SYSTEMS Tank Manufacturer/Model # System Type (storage gas. etc.) Capacity (or approved equal) Special Feature(s) SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) SLOE A-ETAC E Mandatory Measures Checklist: Residential MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain cheese tneasura regardless of the compliance approach used- Items marked with an asterisk (•) may be superseded by more stringem eompt am requirements listed' on the Certificate of compliance. When this checklist is incorporated into the permit documents. the features noted shill be considered by all parties as binding minimum component performance spedfrcations for the martdatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures 62.5352(a): Minimum ceiling insulation R-19weighttd average. §2.5352(b): Loose fill insulation manufacturer's labeled R -Value. ' §2-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does tat apply to exterior mass walls). §2-5352(k): Slab edge insulation - water absorption rate no greater than 03%. water vapor transmission rate no greater than 2.0 perm/inch. §2.5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2-5352(!): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infiltratan/Exfiltration Controls a Doors and windows between conditioned and unconditioned spaces designed to Emit au leakage. b. Doors and windows certified. c. Doors and windows weatherstripped: all joints and penetrations caulked and soled. 62-5352(e): Special infiltration barrier installed to comply with 12-5351 meeu CEC quality standards. §2-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have a. Tight fitting• closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MVAC and Plumbing System Measures 112-5352(8) and 2-5303: Space conditioning equipment sizing: attach akuladosu. §2-5352(h) and 2.5315: Setback the mostat on all applicable heating systems. • 12-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC - §2 -5316(b): Exhaust systems have damper controls. §2.5314(c): Gas-fired space heating equipment has intermittent ignition devices. 12-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC- §2-5352(1): Water heater insulation blanket (R-12 orgzeater) orcombined interior/exterior insulation (R-16 or greater): fust 5 feet of pipes closest to tank insulated (R-3 or greater). §2-5312(Exception 1): Pipe insulation on steam and steam condensate m4um do recirculating piping. §2-5318(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. e. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. - 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures r 12-5352(1): Lighting - 23 lumcns/watt or greater for general lighting in kitchens and bathrooms. 12-5314(c): Gas fired appliances equipped with intermittent ignition devices. 12-5314(x): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ball= certified by the CEC. Indicate make and model number. COP PL,DWCE STATEMENT - ` = r; This oertifitxte of compliance lists the bualdigg ftUnU and performance specifications needed to comply with _;;� Title 24. Chapter 2.53 and Title Zo, ChaptcA2. Sub�apter4. Article 1 of the California Administrative coda This, - - Certificate has been signed by the individual with overall design responsibility and the building owner. who shall - - `'. retain a copy of it and transmit the certificate to any subsequent purchaser of the building.. Designer Building Owner Name : Address: MdOFzm- Y_ M _ Addma: T.eleephone: Tekphone •;nal, Lie. 0- �!�'x.��!L - { •N •.., ::,.A(�.� ature (•3 (sl gn ) (date) (signature) (da e) Yep -`, ,. r Documentation Author Enforcement Agency •Address: Aga --y. a t Telephone: 1. Ceiling Insulation 2. Wall Insulation Single- Number of stories 46 R -value One Two Three R-0 -103 -49 32 R-19 -8 -4 -2 R-30 -2 -1 -1 R-38 0 0 0 U -value 8 6 4 0.50 -176 -84 -54 0.30 -102 -49 32 0.10 -26 -13 -8 0.08 -18 -9 -6. 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation 3. Raised Floor Insulation Insulation in Floor Single- Single - 46 R -value Family Family Multi - R -value Detached Attached Family R-0 -68 -51 -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value -6 -3 -2 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 3. Raised Floor Insulation Insulation in Floor 0.60 -144 Number of stories 46 R -value One Two Three R-0 -17 -8 -5 R-11 -3 .2 -1 R-19 0 0 0 R-30 3 1 1 U -value -11 -6 -4 0.60 -144 -70 46 0.50 -120 -58 -38 0.40 -95 -46 30 0.30 -69 -34 -22 0.20 -43 -21 -14 0.10 -17 -8 -5 0.08 -11 -6 -4 0.06 -6 -3 -2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawispace •4 3 -1 Number of stories -1 R -value One Two Three R-0 -11 -7 -5 R-5 4 -4 3 R-11 -2 -2 -2 R-19 -1 -2 -2 - 4. Slab Edie Insulation 40 -90 -37 Number of Stories -14 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 0.90 •4 3 -1 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 5. infiltration (Air Leakage) Specification Points Standard 0 6. Glass Heat Loss Total -25 or ,2410 x1410 Stab Floor Effective Peremt Glass Macs U value %Glass I Percent East South .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 -37 -26 -14 -3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 -4 2 8 15 22 -37 -9 -3 3 9 15 21 -34 -7 -2 4 10 15 20 -31 8 0 5 10 16 19 -29 -t 1 6 11 16 18 -26 -3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -6 7 10 13 16 19 10 -3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7. Shading (Shade Open) Effective Pei It Glass (Pereat =last x SC) Effective -25 or ,2410 x1410 Stab Floor Effective Peremt Glass Macs SEER %Glass North East South • West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8- 2 3 5 2 2 7 1 -;X' 4 2 2 6 1 3 4 2 3 5 1 2 4 � 3 4 0 2 3 1 3 3 0 1 2 1 3 2 -23 0 1 03 -5 1 1 -1 -1'-1 - 2 0 -1 -2 -4 -2 0 na = not allowed -44 0 na . not slowed 6 8 iB. Shading (Shade Closed) -25 or ,2410 x1410 Stab Floor Effective Peremt Glass Macs SEER (P4v'cent Slaw X so Family Family Mutti Stories Detached Attached /CFA One Two %GWu No* Ead South WWI Sgrigltt 18 -14 -48 -69 -64 na 16 -12 -42 -59 -55 na 14 -10 -35 -50 -46 na 12 -8 -29 -40 -37 na 11 -7 -26 -36 -33 nes 10 -6 -23 31 -29 -74 9 -5 -20 -27 -25 -65 8 -5 -17 -23 -21.. -56 7 •4 -14 -19 -18 -47 6 3 -11 -15 -14 38 5 -2 -9 -11 -10 -30 4 -1 -6 -8 .,�-7 -23 3 0 -4 -5 -4 -16 2 4-1 8 9 -1 1 - 1 0 2 1 3 1 4 3 -44 0 na . not slowed 6 8 9 10 9. Interior Thermal Mass Interior -25 or ,2410 x1410 Stab Floor Raised Floor Macs SEER Stories Family Family Mutti Stories Detached Attached /CFA One Two Three One Two Three 0.0 -8 -5 -4 -2 -1 -1 0.1 -8 .5 -3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 -3 -1 1 1 2 0.7 -5 .2 -1 1 2 2 0.9 -5 -1 0 2 3' 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 25 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass -25 or ,2410 x1410 Exterior Single- shvie. 16 or SEER Wall Family Family Mutti Mass Detached Attached Family 0.00 0 0 0 -6 0.20 3 2 1 -7 -6 0.40 5 4 3 8.9 0.60 8 6 4 -2 0.80 10 8 5 -3 -3 1.00 13 10 7 9.5 1.20 13 12 8 0 1.40 12 13 9 3 3 1.60 10 13 11 . . 1.80 10 12 12 3 200 10 11 13 9 7 11. Heating System 4 3 =- 120 SE or KSPF 13 11 9 7 (assumes duets In ante) 13.0 20 17 14 Sum of 14 9 6 4 -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0,80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 - 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 _ 20 1.8. - _ 15 13 11 8 -25 -21 Effective SE or HSPF -13 (SE or HSPF x duct efffdency) 6.0 Effective -25 or -24 to -14 lo -4 to b 16 or SE HSPF less -15 -5 +5+15 more 0.30 275 -73 -64 -56 -47 -38 -30' na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 -30 -26 -22 -18 -14 0.50 -4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 33 7 2 0.70 6.42 17 15 13 1' 9 7 0.80 7.33 25 22 - 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling Sysvm SEER (assume; ducts In attic) ::tm of 7-10 Zonal C-lntrol Adjustment 10 8 7 6 4 3 No Coolin:; System Installed .-Stories One -5 -4 -4 -3 -2 -2 Two + 3 3 2 2 2 1 -25 or ,2410 x1410 -41D 46 to 16 or SEER less -15 I .6 +5 +15 more 8.0 -14 -12 -10 -8 -6 -4 8.5 -9 -7 -6 -5 -4 -3 8.9 -5 -4 -4 -3 -2 -2 9.0 -4 -3 -3 -2 -2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 =- 120 15 13 11 9 7 5 13.0 20 17 14 12 9 6 4 3 1 SE None 37 -24 Eli elfive SEER -15 -12 (SEER xduct efficiency) Solar -1 1 f,en of 7-10 0 0 Effective -25 or -24 tl -1410 .410 +610 16 or SEER less -15 -5 +5 +15 more 5.0 -30 -25 -21 -17 -13 -9 6.0 -12 -11 -9 -7 -6 4 6.6 -5 -4 -4 -3 -2 -2 7.0 0 0 00 0.2 0 0 8.0 9 8 5 4 3 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 i 12.0 30 26 22 16 14 9" 13.0 33 29 24 20 15 10 Zonal C-lntrol Adjustment 10 8 7 6 4 3 No Coolin:; System Installed .-Stories One -5 -4 -4 -3 -2 -2 Two + 3 3 2 2 2 1 •Amft-� Single -Family Detached and Attached t Unit Size is, Water ;199 1200 '1700 2200 2700 Heater Credit or -1 to to to . or Type Type fess 11699 2199 2699 more SG None 0 0 0 0 0 or Solar 12 '' 8 6 5 4 HP'-HWR 8 5 4 3 3 WSB 5 3 3 2 2 POU 8_ 5 4 3 _ .3 SE None 37 -24 -18 -15 -12 Solar -1 1 1 0 0 HWR -18 -12 -9 -7 3 O% WSB.. .25 --16 -12 -10' -8 35% 40% POU _ -1-8 ---12 -9 -7 .6 76% IG None. '-5 -3 -2 .2 --2 0.2 0.4 Solar 7_ 5 4 3 2 1.9 2.1 POU .. 3_ 2 1_ 1 1 -3.6 ENone. 4 -28 -19 -14 -11 -9 5.3 .• Solar 8 5 4 3- 3 IA POU -10 -6 -5 -4 -3 2.9 .Multi-Farrity 3.3 (individual units) 3.7 4 4.2 4.4 Unit Size (s 4.8 5 Water 5.4 699 700 1200 1700 2200 Heater CreM or b 10 fm or TrPe Type IOU 1199 1699 2199 more SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR_-,9 2 5 3 2 2 3 WSB 9 4 3 2 2 4.S POU 9 5 3 2 2 SE None .45 -23 -15 -11 -9 1.9 Solar 2 1 1 0 0 ' HWR -23 -12 -8 -6 '-5 4.9 WSB -25 13 -8 4 -5 --Y-QV -.V . 12 -8.. -6 -5 21 23 25 27 3 ZJ 3.4 -i Solar., 16 S 3 2 4.4 1. 4.8 PoU_1 5.3 0 - 0 0 0 E None ; -30 -15 -10 '- -8 3 2.2 Sciar ' 18 9 6 4 4 3.7 POU -8 -4 -3 -2 -2 •Amft-� Point System Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation Measures S or R-valu� 81 U -value [0.030] or R -value 1] U -value [0.098] or R -value [UJ- -U-value [0.0371 Point Scores 49 V. 4. Slab Edge Insulation or R -value [0] F2 factor [0.77] S. Infiltration Standard 0 6. Glass Heat Loss LML �9•�i ' 4(a. Z Type [double] U -value [0.65] % Total Glass [ 16] Sum 1.6 ' 7. Shading(Shade Open) * a. North _ b. _ East e C. S011tli -d. West e. Skylight 8. Shading (Shade Closed) a. North b. East - c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating % Glass Sc Eff. % lass 21�f- X .�7 =I IS i X 2,o X = tJ S'. 9 X = -5' 0 X % Glass Sc Eff: % Glass X X X = t X TYPE 1 MASS AREA $ COND. FLOOR AREA Interior Nns A' TYPE.2 MASS AREA $ Exterior Wall Mass ND . FLOOR A A I'�/ O t [v SE or HSPF �1- ct E tciency [0.78] Effective SE or [0.72/6.6 �t � i HSPF 10.5615.151 J (C = -7 SEER [9.51 Duct Efficiency [0.741 Effective SEER [7.03] Type [SG] Credit [none] v _I3 Sum 7-10 �_ 2 Pit Point Total: 110, Interior Mass1CFA \ T\.6 2 MASS 11•x-°��•�•71 Ic.cv.t.4 .I.b) s TYPE I K"S (UIMC • 4.2, ie: exposed _�_ slab) -- O% 6% 10% 1S% 20% 25% 30% 35% 40% 45% 50% 55% 60% 6 f 70% 76% 80% 651/. 90% 95% 100% 105% 1101/. 115% 120% 125` 0% 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 2.1 23 2.5 2.7 2.9 3.2 3.4 -3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.3 10Y. 0.2 0.4 0.6 0.8 1 1.2 IA 1.6 1.9 2.1 2.3 2.5 2.7 2.9 9.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 5 5.2 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 24 27 29 3.1 3.3 S.S 3.7 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.2 3.5 3.7 SA 4.1 4.3 4.S 4.7 4.9 S.1 5.3 S.6 SO 401/. 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 9.8 4 4.3 4.5 4.7 4.9 5.1 5.3 S.5 5.7* 5.9 SO% 0.9 1.1 1.3 1.5 1.7 1.9 21 23 25 27 3 3.2 3.4 3.6 9.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 60% 1 1.2 1.4 1.7 1.9 21 2.3 2.S 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 S 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 S.9 6.1 64 70% 1.2 1.4 1.6 1.9 2 2.2 2.5 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 64 75% 1.3 1.5 1.7 1.9 21 2.3 2.5 2.7 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 S.5 S.7 5.9 6.1 6.3 6.5 80% 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 SS 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 64 66 85Y.1.4 1.7 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 5.2 54 S.6 5.9 6.1 6.3 65 67 90%' 1.5 1.7 2 2.2 24 26 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 S.1 53 5.5 S.7 6.9 6.2 6.4 66 68 95Y. 1.6 1.8 2 2.2 2.5 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 6.9 100% 1.7 1.9 21 2.3 2.5 28 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 S.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 2.2 2.4 2.6 28 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 6.4 6.6 68 7 1101/. 1.9 2.1 2.3 2.5 27 29 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 S 5.2 5.4 S.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 S.9 6.2 6.4 6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 2.9 3.1 3.3 9.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 6.5 6.7 6.9 7.1 7.3 125% 2.1 2.3 2.5 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 S.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation Measures S or R-valu� 81 U -value [0.030] or R -value 1] U -value [0.098] or R -value [UJ- -U-value [0.0371 Point Scores 49 V. 4. Slab Edge Insulation or R -value [0] F2 factor [0.77] S. Infiltration Standard 0 6. Glass Heat Loss LML �9•�i ' 4(a. Z Type [double] U -value [0.65] % Total Glass [ 16] Sum 1.6 ' 7. Shading(Shade Open) * a. North _ b. _ East e C. S011tli -d. West e. Skylight 8. Shading (Shade Closed) a. North b. East - c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating % Glass Sc Eff. % lass 21�f- X .�7 =I IS i X 2,o X = tJ S'. 9 X = -5' 0 X % Glass Sc Eff: % Glass X X X = t X TYPE 1 MASS AREA $ COND. FLOOR AREA Interior Nns A' TYPE.2 MASS AREA $ Exterior Wall Mass ND . FLOOR A A I'�/ O t [v SE or HSPF �1- ct E tciency [0.78] Effective SE or [0.72/6.6 �t � i HSPF 10.5615.151 J (C = -7 SEER [9.51 Duct Efficiency [0.741 Effective SEER [7.03] Type [SG] Credit [none] v _I3 Sum 7-10 �_ 2 Pit Point Total: 110,