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HomeMy WebLinkAbout079-270-080'31 E,M" a6- rtl4 -8 KIMBgE:L Da;e 286 s'l'gfri.d-Wa:y,�-,O Ov Y (new single ,- f amil :` 7 II i Lroe% Cni r -N i - Lr%m�� 1 36-22-191 1431-89B,P,E,M K�MBRELL, Dave 286 Sigfrid Way, Oroville (new single family) •I PI PERMIT EXPIRES u ` OWNER CONTR. I ASSESSOR PARCEL LOCATION 4_ S 'H f le �i Temp. Power Pole Called PG&E i Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALED (D e) �� r1 i Sig ure = OK 1 • 0 = Not OK ' = Not Readyable MOBILE HOMES MISCELLANEOUS Date, MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / P'l-It. / /"Nat. or/ /"L"ft./ /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility Clearance T Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -61 Date Card -131 Date 10. Roof; Shthg-Roofing Card -131 Date Card -61 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements ' Card -81 Date Card -131 Date 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 1 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Card -61 Date Card -131 Date Card -81 Date Card -131 Date Card -131 Date Card -131 Date Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Iris. to Main in Conduit 9. Health Department Appiroval.• 10. Plumb.; Cir. Test -Water Supply Test Card -131 Date Card -61 Date Card -131 Date Card -131 Date 0 0 = Not OK - = Not Applicable RESIDENTIAL (Single and Duplex) = Not Ready Date UN FLOOR (Plans) OK except #'s Date AMING (Continued) Zoning-Setbacks;-Easements-Floo '-Slope 4 an sOrs-Post Caps -Anchors -Connectors Lg,ffg-., Main; Soils-Steel-Elec. .-/ /" Ftg. Depth - I Joist-Rftr. Ties- Purlin.7Roof Bra .-T Shthng.-Rfng. g., Garage; Soils -Steel-/ " Ftg. Depth -y,S"Z it lace Ties r Type -A Flue- ire lace roat Clearance 4. Ftg.. Porches & Decks; Soils -Steel-/ /"Ftg. Depth �walls, Main; Steel-Blockouts-Wrapped /,*'2'y- 4 . ttic Access; Size & omex rotection- raft Stop -Ins. Baffles &40 FBdrm. Windows or Exiting oors-Sill Hgt. & Dimensions temwalls, Garage; Steel-Blockouts-Wrapped gp,,Tarage Fire Protection Framing 7. Slab; Steel-Wrappedew la I & Openings 8. P' s -Fireplace Ftg.-Steel L52oExt. Doors -One 3' -Check Garage -3rd story, 2 exits . D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test airs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors �wood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test 0. iding-Nailing Veneer 12. Electric; Underground esh-Drip-Screed-Fd. Vents-Underflr. Access 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation lazing Area -Glass Protection -Skylights -Plastic . Shear Walls; Nailing -Bolts p .Insulation-Walls-Clg. 60. Infiltration -Wal Is-Wndws Card-1314!f2Date Card -B1 Date Card-4=Dat and -B1 Date Card -131 to Card -B1 Date Card -131 Date - f-$° Card -131 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air -Baffle Date FI AL (Plans) OK except #'s 17. Water Pipe; Test & Anchors -Nail Protection 1161. Ext. Steps -Door & Sidelight Protection -Landings 18. V.; Test-Fttngs & Anchors -Nail Protection '62. oke Detector �5J . Shower Pan; Test, First Floor -Tub Access 3. Furnace; Vents -Clearance -Comb. Air -Connector - / vP6'<tb ? 20. Test Tub & Shower, 2nd Floor -Tub Access 21. as Pipe; Size & Anchors LW, Bedroo `Exiting 5G. .. & Bg1th Fixtures & Tub Access -Spa 1 1- lec. ri & Subpanel; Breaker Sizes -Labels Card -131 Dat Card -B1 Date L.6_7. Stairs & Rails Card -B1 Date Card -131 Date i,61f Fireplace or Stove; Clearances -Hearth 1-69. Elec. Outlets at Wood Panel; Int. & Ext. Date ELECTRICAL (Permit) OK except #'s 22JIxture & Transformer Clearance -Ins. Protection . Kit xt. & Appliance; Grnd. -Air -Cooking Clearance /- 7 lec. Outlets & Receptacles at it. Counte Flec. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors -Stapled . Garage Fire Door; Swing -Landing -Closer omex Installed Close to Edge of Studs & C.J. - amper 6.Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water /4!Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 2 Appliance Circuts in Kitchen & Conductor Size/G.F.I. t1TTIb., Elec. & Mech. Equip. Listed for Location 28. Su tte-S(ze / / ga. Cu or AI-A.C. Wire Size / /ga. u or Al �. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 29. F�ange•eirc-t­/'ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 77. Insulation -Foam -Looked in Attic @ . Guard Rails & Deck Construction -Post Caps Service -Riser Conductors & Ground -Main Disconnect f-? 'Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 31. ances Panels-Motors-Mech. Equip. 80. Following instld.; Drive es ❑ No; Walks 13 Yes o; Planters ❑ Yes ❑ P(o�� 32 lot es Closet Light -Shower Light -Spa Light P3_ oke Detector o;Brown-Finish Card -B1 Date/ 7 t rd -B1 Date . A.C. Unit; Disconnect, Electrical, Plumbing Card -Bt Date Card -131 Date 'Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. Date MgPXANICAL (Permit K except #'s -4. Water Well; Disconnect, Electrical, Plumbing q- A.C. Duc In ori & upport L -85. -Exterior Elec. Trim; G.F.I. Receptacle -Underground C55- Vent Fan; Ex aus a ove insulation 1-86- Ventilation throughout House sate Drain & Overflow; Size & Grade j_'V�3 urnace-Vent; Access -Comb. Air -Return Air Vent -115 outlet 147. lass Protection 8. Corrections from Previous Inpections 38_*U'W_Aesess4 Platform if Furnace in Attic 9. Gas Test -Meters Tagged; Gas -Electric C . W ter & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Card-Bl.Date/ o �9Card-B1 Date i cafe Card -BY Date Card -131 Date Card -131 Date , Card -81 Date Card -131 Datej_.(,-r/ Card -131 Date Card -131 Date Card -61 Date Commen at Final: Date FRAMING (Plans) OK except #'s Sills, Proper Material & Anchors Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 4 Baring Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof a Stops; Furred Ceiling Stairs-Ahases-Tub JWHeader & Beam -Size & Bearing (NOTE: An entry must be made each time You visit iob site) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way,,Chico —Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE R rQkWA A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspectora q Date 1'-�'a--� V COUNTY OF BUTTE rti DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico = Phone: 891-2751 7 County Center Drive, Oroville —;Phone: 538-7541 �- 747 Elliott Road, Paradise— Phone: -872-6307 - - CORRECTION NOTICE re.l� OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. e r ;P" P�w17L� l� Fav r r Inspector �NIi�/% !�/ Date �� i ti I COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS ' 7 County Center Drive - Oroviile, California 95965 - Telephone: 916/538-7541 APPLICATiON`AND PERMIT ASSESS. R ARCEL NUMB R L/(�_ 0'7 ZqZ ZO G 3r BUILDING PERMIT OW R TELEPHONE S0. FT. OCiC. BUILDING VALUA ION OWN R'S MAILING ADDRESS 1, %' (plow- S nk ff9�, CONTRACTOR'S NAME TELEPHONE la CONTRACTOR'S MAILING ADDRESS Fireplace 46L I CON TRUCTION LENDER �a 1`S� UNKNOWN Total Valuation $ FilingF ee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCWECT OR ENGINEER LICENSE NO; Plan Checking Fee a Energy Plan Checking Fee $ ARCCHH_IITEECT R ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 rep s/ �2! LC% Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP J0rO— Z-- Water piping 5.00 CX - Each qas water heater or vent 5.00 USE OF STRUCTURE SDuplex❑ Mobilehome❑ Other SPECIFY / Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 0.00 ea TYPE OF WORK NewA Addition ❑ Re odel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work:, Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10:00 Main service 1000V OR 0 AMP ORLESS10.00 Main Service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check One): ❑NON.RESID I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- §,ation, will do the work,and the structure is not intended or offered Lfor sale. (Sec. 7044) V I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING oc P OR ADDNS. ACC. .,.zyz0Sq ft NEW CONSTR I.OUTLET .BRA CH IRC TS 2.50 ea POWER APPARATUS SINGLE OUTLET CIR.e ) Ex. Occup(OUTLETS OR FIXTURES 200505 eALO 30 FIXED LN5 Ex. Occup. OUTLETSP(RESID )REA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 9 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department Certificate Certificate of Workmen's Compensation Insurance orr4a CertificateFH of Consent to Self -Insure. 1 shall not employ any person in any manner so as to become subjectood to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating 7— oolin g ov 3.00 _ Ventilation 3 Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County •Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against o4id County 1 sequ nc f the granting of this permit. X Date Signatu a of Applican — Owner[Rf Contractor ❑ Agent ❑ An OSHA permit is required for ex ovations over 5'0" deep and de olition or cons r ct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ C' ooccuP. �3 cj sT YPc .1cJy lscHLJF��PD This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which CT ELIC By. PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS V0 Date Receipt No. 3a WHITE-D.P.W.. YELLOW-ASSE330141. PIN. -INSPECT GOLDENROD- PLICANT COUNTY OF BUTTE - DEPARTMENT O,F PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE,.CALW-QRNIA 9595 - TELEPHONE: 916/538-7541 PERMIT ,APPLICATION DATA SHEET Permit No. OWNER /) A. P. No. Proposed Building Use ,� Building Inspector 10-1-P—) Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... .2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. -Energy Design Compliance and supporting documentation ......... 6. Statement of Intent for Non -Heated and AC Buildings .............. 7: Engineered truss details and layout in duplicate (required prior to plan check) 8. Mobilehome installation data including manufacturer's installation instructions .. ....... 9. Fees of , .......................... 10. Chico Urban Area fees paid ........................................ 11. Park fees paid ..................................................... 12. School District fees paid ........... . K 13. Sanitation approval from Health Department ... lt_ 14. City of Chico plumbing permit ...................................... 15. Plot plan and business license approval from City of (see City for other requirements) 16. Planning approval for (A) Use: (B) Parking: � 17. Improvements may be required. / 18. Driveway permit (construction approval required prior to occupancy) ... N 19. Pre -Inspection for required .... Pre-Inspec. request to Building Inspector (Date) 20. Contractor's license information (No., Name Style, Classification) ....... 21. Certificate of Workmans Compensation Insurance .................... 22. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) .. 23. Recorded copy of Agricultural Acknowledgment Statement ............ 24. Letter of signature authori ation ......... .......................... . 2 64. kE-watts S GS' SAW When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone J ' and hold for s p pickup atoffice. Deliver w/inspector. Other. d Applicant"Vna e llei_ Copy of plans sent Health Dept., Fire Dept., Other Date 4 The -following -data must be submitted pri kito permit nce: (Circle new item not checked above). 1. Index permit'fdr above items No. 2. Additional items required: Contracest a owner, was advised of above required data by_phone_-maiI—counter by S date 5 �3 Contractor, estgner, owner, was advised of above required data by—phone —ma II—counter by date Plans checked by Date Plans approved by_12(44 r.TR Date G-6-95t Sets of plans on hold in File cabinet , AP folder Copy—DPW 4 of BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form -per Building) A.P. Number Building Department No.�' School District City = County Jurisdiction Property Owner Project Location;,/Address Subdivision Lot Number Residential Development: '` O Sq. Footage # of Living MPI Addition (Group R) Units' k Commercial/Industrial: Sq. Footage - New Addition (Including Exterior Roofed Areas) Building;Depalrtment Representative 15/ate District Id No. School District certifies that (Applicant.Namt) (Phone Number) h ..(Street 2' dress (city) (State) (Zip Code) has complied with the requirements of Resolution No. 00 by the payment of $ .-37901- representing square feet. /School Dist' Representative Date PAID BY CHECK NO. REMARKS:' BANK NO PAID BY CASH white -applicant, yellow -building department, pink -school district SCHOOL .FEE (5/88) r Owner:. Permit No. 114 J' " 154T 13a'Pj M ENERGY C' E R T I F I. C A T ION 286 Sigfrid way Orovill e, Ca. 34P " 22' 111 LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF Material Thickness(inches) EXTERIOR WALL Material Fiberglass Batts Thickness(inches) 64" CEILING Batt or Blanket Type Fiberglass Batts -Thickness(inches) 91-11 & 12" Loose Fill Type Fiberglass Minimum Thicknesi(Inches) lh" Area covered(ft. ) 930 FLOOR, ELEVATED Material Fiberglass Batts Thickness(inches) 61" FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL Material Thickness(inches) Brand Name Thermal Resistance (R Value) Brand Name Owens-Cornina Thermal Resistance(R Value) R19 r � Brand Name nwpnc-rnrni nq Thermal Resistance(R Value) R-10 F. R18 Brand Name QwPns-rArn-i`nn Number of Ba a ' Wt : ' er ba - -z no lb. Thermal Resistance(R-Value) R"jR c, Brand Name Owens=,Corning Thermal Resistaiice(R Value) R19 Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value)_____! I hereby certify that the above insulation was installed in the above building In conformance with the State of. California Energy Requirements. Loerk.e Insulation Co. FIRM NAME/OWNER SIG TUBE OF INSTALI.A.TION APPLICATOR 499150 STATE CONTRACTORS LICENSE NO. January 9, 1990 DATE I hereby certify the above insulation and all required items as shown on the Building. Department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. PA05 11-iWBpz7L(1- .. FIRM /OWNER (Please print) STATE CONTRACTORS LICENSE NO. 1-9-C70 SIG TUBE OF a RAL CONTRACTOR OWNER DATE 1FrW •• "' � 1 THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT' PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE • BUILDING . January 1984 -Return -to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENTS FOR RESIDENTIAL DEVELOPMENT Section 26-8. 1. of the Butte County, Code requires this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent '89-01-8764 ; Rec Fee 9.00 to land or included within an area zoned I ; Cash 9.00 .for agricultural purposes, and residents Recorded ; of this property may be subject 'to incon- Official Records ; veniences or discomfort arising from the j County of�AR.� SHO WVI use of agricultural chemicals, including, Butte ; but not limited to herbicides, pesticides, Candace J. Grubbs ; and fertilizers; and from the pursuit Recorder ; of agricultural operations including, 8:01am 23 -May -89 ; BG 3 but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established rigricul­ Lural_ zones which have as a priority use for. 'productive agricultural. purposes, and rvsidoni:; within said zones and on adjacent property should be prepared to accept such i nc c�nvcu i enc c or disconform from normal, necessary farm operations., All that real property situate in the County of Butte, State of. California, clear. ibcd ;Is f. ol.lows: SEE ATTACHED DESCRIPTION Date:22 PROPERTY OWNERS: State of. California On this the 22nd day of May , 19 89 before me, ) SS. the undersigned Notary Public, personally appeared County of Butte ) --------DAVE KIMBRRT,T.-------------------------------------------- ®RMUSEMmeananonmewacs®®®� ''/hlt�'. El Proved to me on CYNTHIA A. COLLIER m of satisfactory .,� NOTARY PUBLIC -CALIFORNIA A be the person VV) whose nameV*0 is o Butte County bbscribed to the within instrument and acknowledged that he a My Commisofon Expires Oct. 30,1992 0 — e eacecuted the same for the purposes therein contained. 1.N WITNI-NS ®sea�a®®m®ae�Qna�Io�®®eeolele�EREOF, I hereunto set my hand and official. seal.. the basis evidence. MA A Present A.P. No, Notary Public A. QOLIJ:ER GO ALL THAT CERTAIN LAND SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I• .PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 11, 1981, IN BOOK 86 OF MAPS, AT PAGE(S) 2. PARCEL II: A 60 FOOT NON-EXCLUSIVE PUBLIC EASEMENT FOR INGRESS AND EGRESS AND FOR UTILITIES OVER PARCELS 1, 3 AND 4, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA,' ON SEPTEMBER 11, 1981, IN BOOK 86 OF MAPS, AT.PAGE(S) 2. PARCEL III: A NON-EXCLUSIVE PUBLIC EASEMENT FOR INGRESS AND EGRESS AND FOR UTILITIES, AS SHOWN ON. THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 28, 1979, IN BOOK.77 OF MAPS, AT PAGE(S) 4. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL IV' A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60 FEET IN WIDTH,. THE CENTERLINE OF WHICH LIES 30 FEET SOUTHERLY OF AND ADJACENT TO THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE SOUTH QUARTER CORNER OF SECTION 26, TOWNSHIP 19 NORTH, RANGE 4 EAST, M.D.B. & M.; THENCE NORTH 0 DEG. 19' 30" EAST ALONG THE NORTH -SOUTH CENTERLINE OF SAID SECTION 26, 813.08 FEET; THENCE NORTH 36 DEG. 24' 07" EAST, 896.59 FEET TO AN ANGLE POINT ON THE NORTHWESTERLY BOUNDARY LINE.OF A PARCEL OF LAND AS DESCRIBED IN DEED TO NORRIS ROBISON, ET UX, RECORDED JANUARY 15, 1975, IN BOOK 1961 OF OFFICIAL RECORDS OF BUTTE COUNTY, AT PAGE 699, AND THE TRUE POINT OF BEGINNING FOR THE LINE. HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING NORTH 36 DEG. 24' 07" EAST, A DISTANCE OF 234.94 FEET TO A POINT ON THE SOUTH- WESTERLY BOUNDARY LINE OF FOOTHILL BOULEVARD AND THE END OF SAID LINE. `PARCEL V: ,A' RIGHT OF WAY 60.0 FEET IN WIDTH.- FOR ROAD AND UTILITY PURPOSES LYING 30.0 FEET ON EACH SIDE OF THE CENTERLINE OF, AN EXISTING ROAD OVER THE FOLLOWING DESCRIBED PARCELS OF LAND: A) THE WEST HALF OF THE EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 19 NORTH, RANGE 4 EAST, M.D.B. & M. B) THE WEST HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER, LESS THAT PORTION OF THE WEST 2 RODS THEREOF DESCRIBED IN THE DEED FROM GEORGE W. SNYDER, TO GEO. H. VAN VLIET, DATED AUGUST 24, .1900, AND RECORDED AUGUST 25, 1900, IN BOOK 52 OF DEEDS, AT PAGE 261, RECORDS OF BUTTE COUNTY, CALIFORNIA, IN SECTION 26, TOWNSHIP 19 NORTH, RANGE 4 EAST, M.D.B. & M. C) THE WEST HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 19 NORTH, RANGE 4 EAST, M. D. B. & M. , LESS THE WEST 2 RODS AND LESS THAT PORTION OF LAND IN SAID PARCEL, AS CONVEYED BY THEODORE F. LOFBERG, ET UX, TO ROY N. HOLCOMB, ET UX, BY DEED DATED JANUARY 13, 1951, AND RECORDED JANUARY 16, 1951, IN BOOK 561 OF BUTTE COUNTY OFFICIAL RECORDS, AT PAGE 494. D) THE WEST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 19 NORTH, RANGE 4 EAST, M.D.B. & M., LESS THAT PORTION OF LAND IN SAID PARCEL, AS CONVEYED BY THEODORE F. LOFBERG, ET UX, ROY N. HOLCOMB, ET UX, BY DEED DATED JANUARY 13, 1951, AND RECORDED JANUARY 16, 1951, IN BOOK 561 OF BUTTE COUNTY OFFICIAL RECORDS, AT PAGE 494. END OF DOCUMENT SHEET• NO CONTRACTOR OWNER'S NAM LOCATION OR I MAI nFSCRIPTinN ESTIMATE FROM Freeway Lumber 1600 Feather River Blvd. Orovllle, CA 95965 (916) 532-0677 - Oroville (916) 343-3731 - Chico (916) 532-0760 - FAX CONTRACTOR'S ADDRESS 19 QUOTED F.O.B. Please examine this estimate carefully, as we Agree to furnish only the articles as named and described on our estimate, irrespective of how the inquiry may have read. Odd work once cut in process of manufacture cannot be changed or cancelled except at the expense of the purchaser. All agreements contingent upon strikes, accidents, or other causes of delay beyond our control. We will furnish the above material for the sum of $ provided .this estimate Is accepted within days from �� / / 5 19–—• TNESE ARE CURRENT PRICES. FREEWAY LUMBER DELAY ON ACCEPTANCE MAY RESULT IN RENEAOTIAT1111111 OF PRICES. BY ALL MATERIALS ON TH18 ES 71! ARE SUS,IECT TO PRICE ACCEPTED: DATE M 19 CHANGE IF NOT DELRfEREO WITHIN M DAYS FROM DATE BY OF ACCEPTANCE. II Listed by Compared by Figured by Checked by 4 Fra � ■®M�/� I/�■■C�01■■■■�I �I■�■■ cel■■E� ©■111MI'-■1110. �;!■■cEl■i�7�1 EMM-- VAZo VA Aff-4 �,._�,��I■■■■■I■1��. �,.I til■r�C� � .�%" ;= �, • ' �... y�'�'�■■��ll■■■SII ®I■�■■ ■�l�Il�lf1�J • ■�/�R'�� �'! G�1 " . ' ���, � -- ►• , 1��!■■I■111:71 �I■1C� i I ■����:' ���■■��I■■■ell ®I■■®■ ®I■®®■ "ZI■NIN - EMEREM. FM .,, �„ /, ��!�!�■��I■■■SII ■AL'sUZ U �, =7f'1��-' .Iliu-s RMS �art>t�11� %._ , .I211N,I■17o51=I■1/;rA VVnA . 0 111110 RAN - A10 Ron 09 M -O in • ■=M.. ♦ /A In, 1■11111 mimill ■MM.. . 016WIMP:., . , _. ,, •_ - �•!��a1■■311�I ill■SEE . . ■ml um. IVA It■■■■I■■■..�I �I■�_ _ • ■�®C ly - _ / •: , AIR.1■■■■1I ®I■t■■ .moi■Illi ■gyp®© � ' � I■®■111■■■�'�� Please examine this estimate carefully, as we Agree to furnish only the articles as named and described on our estimate, irrespective of how the inquiry may have read. Odd work once cut in process of manufacture cannot be changed or cancelled except at the expense of the purchaser. All agreements contingent upon strikes, accidents, or other causes of delay beyond our control. We will furnish the above material for the sum of $ provided .this estimate Is accepted within days from �� / / 5 19–—• TNESE ARE CURRENT PRICES. FREEWAY LUMBER DELAY ON ACCEPTANCE MAY RESULT IN RENEAOTIAT1111111 OF PRICES. BY ALL MATERIALS ON TH18 ES 71! ARE SUS,IECT TO PRICE ACCEPTED: DATE M 19 CHANGE IF NOT DELRfEREO WITHIN M DAYS FROM DATE BY OF ACCEPTANCE. II Listed by Compared by Figured by Checked by / ESTIMATE FROM Freeway Lumber 1600 Feather River Blvd, 4c Orovllle, CA 95965 (916) 532-0677 - Orovllle 3 (916) 343-3731 - Chico SHEET NO (916) 532-0760 - FAX CONTRACTOR CONTRACTOR'S ADDRESS OWNER'S NAM — �� 19 LOCATION OR LEGAL DESCRIPTION PRICE QUOTED F.O.B. I.M. FT. PIECES DWERNORS LOU. DESCRIPTION FEET TOTAL FEET PRICE now 1 ' / o 13 Ir ._ S_.. s' (%' 3 ea se examine this estimate carefully; as we agree to furnish only the articles as named and described on our estimate, Irr6octhid Of how the ' ?'9� �' iuiry, may have read. _.. 7d work once cut In process of manufacture cannot be changed or cancelled except at the expense of thA purchaser. All Agreementit oontingeni Listed Dy. �• •on strikes, accidents, of other causes of delay beyond our control We will furnish the above material for the sum -of $ provided this estimAte Compared by' •r accepted withiri-L days from 19 TRIBE ARE CURRENT PRICE!. FREEWAY LUMBER Figured br .DELAY ON ACCEPTANCE MAY RESULT M RENEGOTIATION OF PRICES. BY Checked by t MATMW ON THIS ESTIMATE ARE SUSPECT TO PRICE ACCEPTED: DATE t 9 '!1NOE IF NOT Dimino wTTHIN SO DAYS FROM DATE BY ACCEPTANCE.' _ : �,'. .; . .i���:��il■®till �I■®�® ' ■�����e�i ■��.�J�I����11 �I��®� milli IVA INN omm VA PW ■MF--R;Mol II� _W_. .f_ _ �-_ _�_ . II111180N®111I ®I®IIIIIIw® —0 M. W. N i� ' / o 13 Ir ._ S_.. s' (%' 3 ea se examine this estimate carefully; as we agree to furnish only the articles as named and described on our estimate, Irr6octhid Of how the ' ?'9� �' iuiry, may have read. _.. 7d work once cut In process of manufacture cannot be changed or cancelled except at the expense of thA purchaser. All Agreementit oontingeni Listed Dy. �• •on strikes, accidents, of other causes of delay beyond our control We will furnish the above material for the sum -of $ provided this estimAte Compared by' •r accepted withiri-L days from 19 TRIBE ARE CURRENT PRICE!. FREEWAY LUMBER Figured br .DELAY ON ACCEPTANCE MAY RESULT M RENEGOTIATION OF PRICES. BY Checked by t MATMW ON THIS ESTIMATE ARE SUSPECT TO PRICE ACCEPTED: DATE t 9 '!1NOE IF NOT Dimino wTTHIN SO DAYS FROM DATE BY ACCEPTANCE.' m SHEET NO CONTRACTOR OWNER'S NAME SbA LOCATION OR LEGAL DESCRIPTION ESTIMATE FROM Freeway Lumber 1600 Feathet-Flivee Blvd. 4! Orovllie, CA 95965 (916) 532-0677 - Oroville (916) 343-3731 - Chico (916) 532-0760 - FAX CONTRACTOR'S ADDRESS IAPA-1- C- E QUOTED F.O.S. ■AWA..I .��_ .� ■���%�, .:__� -_• �5;��■■■I■■■i111 ill®i®E MINIM ' ■mm�m I■■■■■I■■■■11 ■=ff!j' / NI M - - , , .,...I■iigfll■■■■11 Mingo i ■mrm. ■ � I■'i--1TI■ii11I ®I�liii ■mml4 mmm� ■ I■®11�BI®■■■11®1■111 ■MFT�®■�i7® I■®i7�1■■■■11 11111011I■ii® ■MFr4. MM 7� I■®i��l®■■■11 ■■I�i®® ■MM- EMIMM � � �.' !�■i ll®i��ll minim ■�r� C� -,� P, J I■,®m01■t®,11 Ili®®® ■��■■m� � - I■■■nil■,®®11 1�®e� ■��®■�� I■ii1l�l�i!!11 Viii ■��i®�:R�_ I■iin�'IL�®,ill illi®i 90111 171n ��'!�� ■®�'�■ ; . . � - _, _ , _ �. /I�%i■®ill:::I F � I R ?X 9 OR W, P, I M, 1=10"Min ■►- - ��1010FOW :.�.,_.F��■nnnZl examlne this estimate cArefully, as we agree to furnish only the articles as named and described on our estiMaii, 1496066tivo of how the inquiry may have read, 1 Odd work once cut in process of manufacture cannot be changed or cancelled except at the 6x0ehIle of the purchaser. All ggriiKiinti contiAg'ant Usie4 bi upon strikes. accidents; or othei causes of d6lay beyond our control. We will furnish the above material for the sum of $ provided this 6stimate co r"par6d is accepted within days from THESE ARE CURRENT PRICES. FREEWAY LUMBER FiguFM bV "e. DELAYPlease ON ACCEPTANCE 1111111100TIATIN OF PDXES. By checked fiy'*' MATERIALSIN ALL ON THIS WIMAIT ARE SUBJECT 1 PRICE ACCEPTED:DATE 19 CHANCE IF 1 I 71 WITHIN I DAYS 1 DATE ay 1 M ' o 1 :1 0�� ' , :.. � ' _ __ISI "�■I ISI ■�n�� ,... .%�,_.. -_�.�■■111■■■■�I ®I��®® MINION • ■OE��■ w,. ! IJ■l7P1■■■■11 ■�i�■■►fly I■■nnyl■■■■11 ■■Imola I■■■1181■■■■11110Imom ■■■�■,�■m® �I opp— , ■1111101111Bt/ ■MUA�fl I��A �I■■■■11 I �� I �� ■MFEMOrAm ■I®®®1171 ■■■11 I oil ■■11: ■MP-%7■■FMA l omlimpril 0 WA M, 11 I �E� 0®5 �v .s_:,,_•.lel , _ - f�®®®N■1171 . Inn■ ■®1i■®l��;�1._ ., _ .,�'��)®®I■■,all MINION milffil Uri,9 I ®7� ■111110PR®� I®n®w,Cl w®■11 ■m : = �� 1■n� 71■®nc� 91 m■ ■® X1,1 I®■■■■I■nr►'!l .. �._, , _ .._-. I, 1�l!■®i■■Omni , lmwmw■ ■����p ■�����, «' .�'� . _:::` .•'�ll��n�nln®!�I CSI .:��� ' I®w®■®I�■■Oil I�p■ : ■��®■ . Ian®® i■■®■®I®■■■11 ■®®�� Coo ASSOCIATES ENGINEERING CONSULTANTS r OROVILLE, CALIFORNIA 96966 � l CALIFORNIA P. E. NEVADA A. C. OREGON P. E. Coo ASSOCIATES ENGINEERING CONSULTANTS 2060 PARK AVENUE OROVILLE, CALIFORNIA 96966 PHONE (916) 633-6467 CALIFORNIA P. E. NEVADA A. C. OREGON P. E. June 1, i9d9 Dave 6 Renda Kimbrell Home APN 3b -2L -1y ebb Sigfrid Way, Oroville, Ca. SOILS REPORT: The site soils are Redding Gravelly roams underlain with hardpan conglomerate at depths oflU to 3U feet and are well consolidated and firm. The home site slopes to the west northwest and is tree ot.,subterranean water sources with surface waters following the natural slope of soil mantel which ranges up to 8% cross slope. The soil mantel at the home site is capable withstanding dead loads of More than 2,000 pounds per square„ toot and dead plus live load of more than 2,500. pounds per square foot. CONCRETE: Foundation concrete shall equal 2,000 psi compressive strength at 18 days following placement. REINFORCING STEEL: Reinforcing steel shall be grade 40 or better with a working stress of 20,000 psi. LUMBER: 6" x 11" x 16' beams in the Master Bedroom shall be beam and stringer grade D.F. Dense No. 1. Other 6" x 12" beams shall be D.F. til. Other beams shall be D.F. #2 or better. Studs shall be standard or better. CQ(�OFESS/1104 GENERAL: �. ,�Mly Materials quoted by Freeway Lumber, May 18, 19dg, for C@ project complies with the design intent. IA+ rn oc /lz/-- No. 1306i� Exp. 3/31/93 DR. LLOYD M. COOK ED. D. JOE E. COOK M. E. Nevada 2217 Oregon »y3 DAN J. COOK C. E. 5 S v ✓" rz D U /a ✓� S; L A 33 F� u 4 �2 /'�G }� .0 so o .� ��ir C�/.c•lfj. 2 S�fG -z� u r,s L9 Z o C .�'.[•Y jr v C.- /1 G A—. l...4 A.0 9306 �P 3�% � 0 of �IVIV A�F /•O /.C'r SUBJECT : f'S i 113 or4-c c_ A-" , �� �s8. CLIENTS NAME JOB NO. COOK ASSOCIATES oo"a^,K A0D TJ B DESCRIPTION s�O:4U MOVIua . uvCap"awe SHEET / OF *`' SHEETS Cla P IZ T -70'- f lit /11110 E,6/LT14 "{� 1pari• . —r c.h 44 44 o F'o,Zcca1L A w-ArA-j 1-1 zN� yL4 rLq&4,-o n00f Pi4n+4Rnww /J...o 7/1iN Aoy T Nd ��/(� IFIAYG�L %3GKICb sI3wA11 L/�j /:►lo (. G /a ✓� �C� •� /Y� - Z WA c t s, n c, A3 s cotow.," •'rr%oma %!� 7Nit '3�4" f�G nLYwaaR F�opR�aK / l UZLC. n4:0 9d•!J �T Z QROFESSIptyq �2 7�G 2_ �✓i���iG..Jzr, ac��. v o 9306 �P 3�% � 0 of �IVIV A�F /•O /.C'r SUBJECT : f'S i 113 or4-c c_ A-" , �� �s8. CLIENTS NAME JOB NO. COOK ASSOCIATES oo"a^,K A0D TJ B DESCRIPTION s�O:4U MOVIua . uvCap"awe SHEET / OF *`' SHEETS J.": " : i t i =--------_.__._- _.._.____..__ ��+a•� /h•���5 -. /DMZ o,� . /Zoa �rz I 1-3 - 2� r' � s 'S -5 a �` Co </ i � /1/07 �A?'o 0/2') w/d 4 3Q 7 z 192, l� // - Lc n •� .�� G. 4��r L . G _lic v,Gt% a. j c �GL r�rG �G�V j�ZoL.6/) IiG2• ,/.CAI 61,2 \A�51''ErZp �?pO•rl l' a�T�ol.,s Y' . � � LQ n1 ►J � � �D ���� 1 r: 0 i SUBJECT: CLIENTS NAME J0B NO. i COOK ASSOCIATES J 8 DESCRIPTION Dodo VAaIc Avaiyui DATE C WV"G . CAUPC XMA 06966 SHEET `' OF 69 SHEETS �_- - -���U� s>=r� . �� �� s� GAJ �. _ ' • ` 'JI:_ �. Ci/t�i-/� �O�✓J/V�j C)i �w�5 it .e `79vO P'" c.J =? 7 15`77 � --:�, s i I 4-x / Z TE 3to, •, -,�.- iii: ... 1 - .� � /Z .. .• . i � ,. . `_:y. , '.� ._ Esq 31/53 12�G� ' SUBJECT: CLIENTS NAME, _ JOB NO. QQ COOK' -ASSOCIATES JOB DESCRIPTION UNGINffP'a' CON/ULTANTf f 000 PARI{ AVENUE DATE CPCVUAA . CAUPCWMA 80805 SHEET OF ' SHEETS i TABLE NO. 25•A•1—ALLOWABLE UNIT STRESSES—STRUCTURAL LUMBER—(Continued) Allowable Unit Stresses for Structural Lumber—VISUAL (TRADING (Normal loading. See also Section 2504) Dense Select Structural Select Structural Beams and ALLOWABLE UNIT STRESSES IN POUNDS PER SQUARE INC" — — 1100 950 a5 a5 EXTREME FIBER IN 1.700.000 1 Suinacts 12 IS — 77s BENDING F, 730 1100 1100 1,600.000 o. 1 — 6 Compraa Comprar 25-3 (See footnotes 2 through 9) Dense Select Structural SelectStructural Posta and 1750 1500 — — 1150 1000 85 85 T.M n 1350 1150 abn par• %len MODULUS U.B.C. STDS — SIZE slnala• RepeUUr� Parallel Horizontal pnndkular Parallel OF UNDER BPECIESAND CLASSIFI• member member toOraln Shear loarsin toOraln ELASTICITY WHIC" COMMERCWLORADE CATION Ueee Uwe Fr Fr Fol ft Fa E 2 GRADED DOUGLAS FIR – LARCH (Surfaced dry or: green. Used at 19% max. m.c.) 1,700,000 DOUGLAS FIR – LARCH (North) Dense Select Suuctural Select Structural Detre Select Structural 2450 2800 1400 95 730 1850 1,900.000 Dense No.l Select Structural 2100 2400 1200 95 625 1600 1,800,000 Dense No.1 2050 2400 1200 95 730 1450 1,900,000 1,600,000 No.1 2' to 4' 1750 2050 1050 95 625 1250 1,800,000 700 Dense No.2 thick 1700 1950 1000 95 730 1150 1,700,000 625 No.2 2' to 4' 1450 1650 850 95 625 1000 1,700,000 85 No. 3 wide am 925 475 95 625 600 1,500.000 2 Appearance 1750 2030 1050 95 625 1500 1,800,000 25 3 Stud 800 925 475 95 625 600 1,500,000 and 25d (See footnotes Construction 2' to 4' 1050 1200 625 95 625 1150 1,500,000 Standard thick 600 675 350 95 625 925 1,500.000 ough 9, Utility 4' wide 275 325 175 95 625 600 1,500,000 1511,13, and 16) — — — _ 1.700.000 Selected Decking Decking — Dense Select Structural (surfaced at I S% max. mg. and 2100 2400 1400 95 730 1650 1,900,000 Select Structural 1800 2050 1200 95 625 1400 1,800.000 Dense No. 1 2' to 4' 1800 2050 1200 95 730 1450 1,900,000 Dense No. 2 5' and 1450 1700 775 95 730 1250 1,700,000 No.2 wider 1250 1450 650 95 625 1050 1,700,000 No. 3and Stud 725 850 375 95 625 675 1,500,000 Appearaooe 1500 1750 1000 95 625 1500 1,800,000 Dense Select Structural Select Structural Beams and 1900 1600 — — 1100 950 a5 a5 7301300 625 1 1.700.000 1 Suinacts 12 IS — 77s as 730 1100 1100 1,600.000 o. 1 — 6 25-3 (See footnotes 2 through 9) Dense Select Structural SelectStructural Posta and 1750 1500 — — 1150 1000 85 85 730 625 1350 1150 1.700.000 Dense No. l Timberar2 1400 — 950 85 730 1200 1,600,000 1,700,000 No.I 1200 — 825 85 625 1000 1,600,000 Select Det Commercial Deer Docking 1750 2000 — — 625 I'�'� 1450 1650 — — 625 _ 1,700,000 Dense Select Suuctural Select Structural 1850 — 1100 85 730 1300 1,700,000 Dense No.l Beams and 1600 1550 — — 950 775 85 85 625 730 1100 1100 1,600,000 1,700,000 No. I Stringers 11 1350 — 675 85 625 925 1,600,000 Den seNo. 2 No.2 1000 — 500 85 730 700 1,400,000 875 — 425 85 625 600 1,300,000 25-4Select (�footno0 Dense Select Structural 1750 — 1150 85 730 1350 1,700,000 Structural Dense No. I Posts and ism 1400 — — 1000 950 85 85 625 730 1150 1200 1,600,000 1,700,000 2 through 10) No. I Timbers 12 1200 — 825 85 625 1000 1,600,000 Dean No.2 am — 550 85 730 550 1,400,000 No.2 700 — 475 85 625 475 1,300,000 Selected Docking � DockCommercial 1,800.000 Docking — 1 — — — _ 1.700.000 Selected Decking Decking — 2150 (surfaced at I S% max. mg. and 1.900.000 — 1800 coed at IST► max. m.c.) 1,700,000 (Continued) it+o.13 Ey➢ c t il1111 - re■s•uau �� ueue n • � -37 �: /■../■II \ Y2.. l fj. arm g a s A�p S /■■J■1 r1 i ■��o11i a � s "a' ?% ■ev■■■ml ,a t grow— ®I li®MEN NoNONE Al 11�.11O. �!®1sI!�+ X71 OMENSmmmm'rMR-am MEN '/ immman Ma mmpu� MAIM Noun" o®E ��®; � ::::.. :::::; -- /....:,.. '.► '• ; Ili �t� r i...■■ 71ee. - i:i��■■■r C■E■ - ��M f ►\ — sof �M _ -.,;,rte-�„a.•' - � ■■■■�■a'■f.f•lli , FIEr�: �.�.. •i 1 �)r ria as � d �^ i` le _ ��.R�%F r' ��JW ii�Vt F• I �1bYh � .fir g� �a�•�f,�9`dg .� 2 } 3.' U 7a Tyr -c v��cr l,v �• "�:y '; FC_ �,��r t ��xr t' y. .�'Y 1 95 WOOD BEAMS -SAFE LOAD TABLES SIZE OF Fb BEAM 900 1000 1100 1200 1300 1400 1500 1600 1800 1 2000 14'- 0" SPAN CONT'D W 2209 2455 2700 2946 3.191 3437 3683 3928 4419 4910 6 X 8 w 157 175 192 210 227 245 263 280 315 350 Fv 40 44 49 53 58 62 66 71 p 80 89- E 1511 1679 1847 2015 2183 2351 2519 2687 3023 3359 W 2139 2376 2614 28523089 3327 3565 3802 4278 4753 4 X 10 w 152 169 186 203 220 237 254 271 305 339 Fv 49 55 60 66 71 77 82 88 99 110 E 1225 1362 1 1498 1634 1770 1907 2043 2179 2451 2724 W 2260 2511 2762 3013 3264 3515 3766 4017 4520 5022 3 X 12 w 161 179 197 215 233 251 269 286 322 358 Fv 60 66 73 80 87 93 100 107 120 133 E 1007 1119 1231 1343 .: 1455 1567 1679 1791 2015 2239 W 3013 3348 3683 4017 4352 4687 5022 5357 6026 6696 8 X 8 w 215 239 263 286 310 334 358 382 430 478 Fv 40 44 49 53 58 62 66 71 80 89 E 1511 1679 1847 2015 2183 2351 2519 2687 3023 3359 W 3135 3483 3831 4180 4528 4876 5225 5573 6270 6966 3 x 14 w 223 248 273 298 323 348 373 398 447 497 Fv 70 78 86 94 102 110 118 126 14157 E 855 950 1046 1141 1236 1331 1426 1521 1711 1;1901 W 3164 3515 3867 4218 4570 4921 5273 5625 6328 7031 4 X 12 w 226 251 276 301 326 351 376 401 452 502 Fv 60 66 73 80 87 93 100 107 120 133 E 1008 1119 1231 1343 1455 15.67 1679 1791 2015 2239 W 3545 3939 43334727 5121 5515 5909 6303 7091 7878 6 X 10 w 253 281 309 337 365 393 422 450 506 562 Fv 50 56 62 67 73 79 84 90 101 113 E 1193 1326 1458 1591 1724 1856 1989 2122 2387 2652 W 4152 4614 5075 5537 5998 6460 6921 7382 8305 9228 3 x 16 w 296 329 362 395 428 461 494 527 593 659 Fv 81 90 99 108 118 127 136 145 163 181 E 743 826 908 991 1074 1 1156 1239 1321 1487 1652 nt 4556 5062 5568 6075 6581 7087 7593 8100 9112 10125 •.�°�� 325 361 397 433 470 506 542 578 650 723 �, �'•F 72 80 88 96 104 112 120 128 144 160 840 933 1026 ,1119 1213 1306 1399 1493 1679 1866 W'4 34 5372 5909 6446 6983 7520 8058 8595 9669 10744 45 383 422 460 498 537 575 613 690 767 Exp. / 1�:v3 50 56 62 67 73 79 84 90 101 113 _ 93 1326 1458 1591 1724 1856 1989 ,� 2652 `�Pq�„ O, OQ; ° 5195 371 5772 412 6350 6927 7504 8082 865 9236 10391 1545 6 Cp`�� 61 453 494 536 577 61! 659 742 824 68 75 82 88 96 10'r� 109 123 136 Ev 986 1095 1205 1314 1424 1530 164;V.1753 1 1972 7, 2191 W 6124 6804 7485 8165 8845 9526 1020 / 8'glf e22r2<►6' 13609 10 X 10 w 437 486 534 583 631 680 729 777 874 972 Fv' 50 56 62 67 73 79 84 90 101 113 E 1193 1326 1458 1591 1724 1856 1989 2122 2387 2652 W 6006 6673 7340 8008 8675 9343 10010 10677 12012 13347 4 x 16 w 429 476 524 572 619 667 715 762 858 953 Fv 83 92 101 110 119 129 138 147 166 184 E 731 812 894 975 1056 1138 .12191 1300 1 1463 1625 w I :.: 84 WOOD BEAMS—SAFE LOAD TABLES See instructions. for use of tables on page 58. Symbols used in the tables are as follows: F = Allowable unit stress in extreme fiber in bending, psi. W = Total uniformly distributed load, pounds w = Load per linear foot of beam, pounds F = horizontal shear stress, psi, induced by load W E = Modulus of elasticity, 1000 psi, induced by load W for l /360 limit Beam sizes are expressed as nominal sizes, inches, but calculations are based on net dimensions of S4S sizes. SIZE OF Fb BEAM 900 1000 1100 1200 1300 1400 1500 1600 1800 2000 12'- 0" SPAN CONT'D FF 4845 5383 5921 6460 6998 7536 8075 8613 9690 10766 3 X I6 403 448 493 538 583 628 672 717 807 766 897 95 105 116 127 137 148 158 169 190 211 637 708 779 849 920 991 1062 1133 1274 1416 5315 5906 6496 7087 7678 8268 8859 9450 10631 11812 4 x 14 442 492 541 590 639 689 738 787 885 984 84 93 103 112 121 131 140 150 168 187 720 800 880 960 1040 1119 1199 1279 1439 1599 5640 6267 6894 7520 X1478774 9401 10027 11281 12534 8 X 10 w 470 522 574 626 731 783 835 940 1044 Ev 59 65 72 79 92 98 105 118 131 1023 1136 1250 1364 1591 1705 1818 2046 2273 061F6734 7408 8081 8 9428 10102 10775 12122 13469 6 X ® �g�v f , s ��� OS61 617 673729 785 841 897 1010 1122 Y179 87 95 103 111 119 127 143 159 r784�°e; 939 1033 1126 1220 1314 1408 1502 1690 1878 i LU ®� � 7938 8732 9526 10320 11114 10 11907 12701 14289 15877 No 5 , 661 727 793 860 926 X. 3 93 95 65 72 79 85 92 992 1058 1190 1323 98 105 118 131 23 1136 1250 1364 1477 1591 1705 188 2046 2273 OrvC 4„' 7785 8564 9343 10121 10900 11678 12457 14014 15571 4 x I6 83 648 713 778 843 908 973 1038 1167 1297 E 96 107 118 129 139 150 161 172 193 215 627 696 766 836 905 975 1045 1114 1254 1393 W 8265 9184 10102 11020 11939 12857 13776 14694 16531 18368 8 X 12 w 688 765 841 918 994 1071 1148 1224 1377 1530 Ev 71 79 87 95 103 111 119 127 143 159 939 1033 1126 1220 1314 1408 1502 1690 1878 W 8353 9281 10209 11137 12065 12993 13921 14850 16706 18562 6 X 14 `" 696 773 850 928 1005 1082 1160 1237 1392 1546 Ev 84 93 103 112 121 131 140 150 168 187 720 800 880 960 1040 1119 1199 1279 1439 1599 W ' f6469' 11633 12796 13959 15123 16286 17449 18612 20939 23266 10 X 12 w 872 969 1066 1163 1260 1357 1454 1551 1744 1938 Ev 71 79 87 95 103 111 119 127 143 159 845 939 1033 1126 1220 1314 1408 1502 1690 1878 W 11011 12234 13458 14681 15905 17128 18352 19575 22022 24469 6 x 16 W.917 1019 1121 1223 '1325 1427 1529 1631 1835 2039 Fv 96 107 118 129 139 150 161 172 193 215 E 627 696 766 836 1 9051 975 1045 1114 1254 1393 Livwc, owl C I TOP CHCRD 2X6 FIR -LARCH 02 BOT CHORD 2X4 FIR -LARCH fl WEBS 2X4 FIR -LARCH STANOARO. EXCEPT AS SHOWN :WI -2X4 FIR -LARCH #1 $ ONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH EOUIREMENTS OF I.C_B.O. RESEARCH REPORT 02949. ,ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOK EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS.' ALL TOP CHORD SPLICES OCCURRING BETWEEN PANEL POINTS APE T0.8E LOCATED Al APPROXIMATELY 1/4 (IF PANEL LENGTH fr�u+ti�`:��4=�,-P.O[NT_ IttiTHIN 121 AND ;SHOULD NOT OCCLIR IN PANELS NEXT TO A '1 a.-"" E� P- I.MT !-;L1CC. CUNNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS TABLE 8.18. Note: 214 #3 bei -fir or better continuous lateral bottom chord bracing @ 72" marimm O.C. required. Attach with 2-16d oalls. Bracing is not required if a rigid ceiling is attached directly to batten chord. Bracinq material to be supplied and attached at both cads to a suitable support by 5X6 erection contractor. 12.5X4 2-0- t.5X4 1-.5X4 -�' 1CX1 6.00 ]� / Q3.75 12 3XtO 2.5X4 Gxl�. eM4 (Q) For PT •� ` BEAeII•kor• 2X4 11 F. L. P-1287# W- 3.50' 2X4 19-3-0 16-9-8 1 5-0" -38 -6-� 011E TC X -LOC L -RC 0.29 6.29 11.54 16.55 19.25 25.49 31.72 38.21 BC X -LOC L -R: 0.29 6.91 16.83 21.85 29.87 38.21 SINGLE CUT WEB 0 -TC: 1. 9 BC 6 SINGLE CUT WEB f-2 ENOS:4 PROVIDE FOR NORi20NrAL MOVEMENT At LEFT SUPPORT-. (U) BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. (A) 1X4 03 HEM -FIR OR BETTER CONTIMUOUS LATERAL-4P�e�rx?!^ " RE EOUAL.LY SPACED. ATTACH WI•T�4 t2!_'4!:! UTCS BRACItF, MATERIAL r0 BE SUPP.! iZi-a - W' Ai CACHED, AT BOTH ENDS TO SUITABLE =6:: oY ERECTION CONTRACTOR. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24' O.C. _ (R) Recommended connection at gall plate: Siapson YC24. See catalog C -M-1 for wiling specifications. lb -t X�UPPORT 5X6 2.5X4 6i V N M IN 1.5X4 CM y' ®- 6.00-'� ul - 'LT- TVP, -ALPINE SEON-- 24396 FURNIS14 A COPY OF FITS DE -RIG TO EiIECTION v 0 0 0� ,L.'m =.I � IMPORTANT** 9.iu m aE Fsp MT. j1RNING Mmw M C7 CI t^ O r= urn" cod Pam Nan naca cmrwG. aw ANT TL&r= m= aawcm.sw -OR-w', saw.2w "M Twasm CJ 1=7 Q C M C7 [1 C G • MR ON raw $A L.► "Kaft la w9w ne (Ali LA RM *w �vingar carR wwu�L• M wi LrIfE� RMIMMOR AO iECOApOAfcOSFUPII . fR TMs DEVON FOR MDnV3wL 24MTX PaSs- r7 CI [� [� .rt �rA7.c1VF0 wi. m a+.aE s.l.a l.M ws MN saA00 dRWUW%"M. %O&M 9T.N Wn a . 1, Pi QUOM E 7oK WUn= i ERInNa MIS a 09M ,* OWN A. %UK IO ova 9W1 sE &AWIN T 4"M �N.Tl O ^,MT �ELTOf{ 10 GOT" #ACES fc SUN .OAn r0 UXACC WaN P004MV AJTi0" P_V" D SWATaM c `= TIUSS C SM" lEumc awns uE t- s=nyLL mzn afmmrx Sow. ama srnn.cs m.r.# wM 4W%.=04 [ Pam1[SAO6 oxm nae WITh at= 1!7_01 v Blow D AS 9saPss# as amm. an MT vw rws = C r3 V Q C7 O L7 ass uO rr►r OCT . 3MVIc My r SWUMMOT =Fara LINKER. . Wl - Iaaa wJ70 cASUAPE. .� - tiTfAwl. ®» 7PSC7iK�l10f ♦lO MM CaAnTALTdaw NJ/\2X8 i 12.5X4 4X6 2-0-0 1 R-1287# W- 3.50' CONTRACTOR RFV ]5.0.8 SCAL Q uESI6N CpiT U8C REF R4e TC LL 16.0 PSF DATE 04 TC UL 10.0 PSF DAM6 tart+ c.o :y 8G OL (U) 5. 0 PSF CA -M �.•r� .sISPACING TOT.LD. 31.0 PSf 0/A LEN. a ��' - DUR.FAC. 1.25 ��a cam,, 24.0' TYPE % 41 l -i //`.. 5 t- o • p In o .Vol IZ QROFESS/ q ZJ S/ G L ✓.� �.S �T Z ; CC is / 4E,S 13062 t srq� civ wC b �l i2 iso v� oP��P . . OF CALIF •C.iS,� � � s.' SUBJECT: CLIENTS NAME JOB NO. COOK ASSOCIATES SNOtMtRwo CONSULTANT: JOB DESCRIPTION 2060 PARK ^WaZU TE owov" ` � , u4►ORNIA go" �J SHEET `� OF SHEETS t Cw 1` l r Ole' E -_... ,��� Com. d � • �g�ps� o � m. !I - t SUBJECT.: CLIENTS NAME JOB NO. COOKASSOCIATES J DESCRIPTION Q ;o ""..0.O""„;';N ; DTE _ W%OVP-LA . uLAP0A"w 959" SHEET OF SHEETS / cnn .1 ' � r 1 i d? % SUBJECT: i CLIENTS NAME J06 NO. COOK OCIATES JOB DESCRIPTION apwowrl wwo CON0ULTANTs + acoo PARK AVBNU■ T OROVILI„� . CALI/ORNIA HOMO . SHEET A OF: SHEETS' k/Fivistco! 3-P4 N v, --tauss 1 ' 6-93 (-1+$. V)z 8', (oG3 iE!� �o r e� 1��?F O x J i re / c �. 1 ` / cnn .1 ' � r 1 i d? % SUBJECT: i CLIENTS NAME J06 NO. COOK OCIATES JOB DESCRIPTION apwowrl wwo CON0ULTANTs + acoo PARK AVBNU■ T OROVILI„� . CALI/ORNIA HOMO . SHEET A OF: SHEETS' Property Line Retaining Well --Concrete Stem—Soil Not over Footing—Axial=400 Ibsift 4.3 8' 8' CIC t —_.- 1-* 4 [VO-7a` . -- .Z -P4 rj e 2-P4 Axial load 4001ba./ft. Axial load = 400 lbs./ft. E.F.P. = 30 p.c.f. E.F.P. = 30 p.c.f. Section 4'.3.3 Section 4.3.4 i 3 5�16'o.c. O t 2� �8n 1 1 1 Axial load = 400 lbs./ft. ' E.F.P. = 30 p.c.f. ' Section 4.3.0 a III „ QROFESS/pN Ariel lova = aoo m,./n. E.F.P. = 30 p.c.f. Section 4.3.6 -102 CIVIL f SUBJECT: CLIENTS NAME JOB NO. COOK ASSOCIATES "/ lIA JOB . DESCRIPTION ,`o” MM&OW 0P CONS NTT D ' YUG oa V*.L8 . CALWOMWA "NA SHEET OF SHEETS 4.3 Property Line Retaining Wall --Concrete Steri -Soil Not over Footing -Axial =400 Ibs.IR. TABLE 4.3 PROPERTY LINE RETAINING WALLS - CONCRETE STEM - SOIL NOT OVER FOOTING SLOPE 0 to 1 SURCHARGE 0Ibs./sa. ft. AXIAL - 400 lbsJft 9 W AXIAL LOAD r « F �- = L/2 EL X e ai Mr L N It RT W Fr I''A B C SOIL PRESSURE DIAGRAM Mo L Stem Height 3'. 0" 4'-0" 5'-0" 6'- 0" 7'-0" 8%0" 9,.o,, 10'- 0" 11'- 0" 12'- 0" Ft. L ft 1.667 1.833 2.167 2.667 3.333 3.833 4.500 5.000 5.667 6.167 Ft T ft 0.667 0.667 0.833 0.833 0.833 1.000 1.000 1.167 1.167 1.333 Wt ft 0.667 0.667 0.667 0.667 0.667 0.667 0.667 0.667 0.667 0.667 Wb ft 0.667 0.667 0.833 0.833 0.833 1.000 1.000 1.167 1.167 1.333 A ft 0.500 0.667 0.833 1.333 1.667 2.000 2.500 2.667 3.167 3333 B ft. 0.667 .0.667 0.833 0.833 0.833 1.000 1.000 1.167 1.167 1.333 C Yt 0.500 0.500 0.500 0.500 0.833 0.833 1.000 1.167 1.333 1.500 D ft 0.667 0.667 0.833 0.833 0.833 1.000 1.000 1.167 1.167 1.333 W Ibs. 1001 1159 1508 1746 2015 2530 2850 3478 3848 4589 F Ibt 202 327 510 700 920 1215 1500 1870 2220 2667 Mo ft4bs. 246 508 992 1595 2403 3645 5000 6962 9005 11852 Mr ft4bs. 1240 1634 2533 3730 5464 7846 10479 14080 17780 22884 O.T.R. 6.030 3.216 2.553 2.338 2.273 2.153 2.096 2.022 1.974 1.931 X ft. 0.993 0.972 1.022 1.222 1.519 1.661 1.923 2.047 2.280 2.404 e ft -0.159 -0.055 0.061 0.111 0.148 0.256 0.327 0.453 0.553 0.679 Me fL4bs. -160 -64 92 194 298 648 933 1576 2129 3117 S ft3 0.463 0.560 0.782 1.185 1.852 2.449 3.375 4.167 5.352 6.338 S.P.h p.s.f. 256 618 814 818 765 925 910 1074 1077 1236 S.P.t p.s f. 945 746 578 491 444 395 .357 317 281 252 Friction 0.202 0.282 0.339 0.401 0.457 0.480 0.526 0.538 0.577 0.581 194 • e+ SUBJECT: 2 9 U s -V CLIENTS NAME JOB NO. COOK - ASSOCIATES /A// JOB DESCRIPTION ; ;'o"";PAR �"": GPd-- TE OAOVILAA CALIPCXI MA MNO SHEET OF SHEETS V 4.0 Design Eoampb--Prop" lino Retaining Wal—Concrete Stem—Soli Not over Footing DESICI, N EXAMPLE — SECTION 4.4.10 SHT. Iof4 UI VEN Wr SGI, L = S• -O II T = 1411 W5 Wt = 8u Wb = 1411 54.5' A = 3211 6 = 1411 W1 C = 141' 1411 F �u P = GOO #/Fr. EFP = 30 Pcf WZ WEICgHT OF SOIL = 100 Pc -P - 3 „ C:oHCP-)F.TE. We = 2000 Ps i hEIHF. P'S Psi D Mo! W W3 HIS F = 11.17 2 Kw*r- 14 = 1870 C 6 A Mo=1e7o x n.17 = G9G21x 3 Dead Exarn*O—PMPWW Lino Retaining Wall 4ononte Sum—Son Not over Footing 4.0 DESICIN EXAMPLE — SLCT IOW 4. 4. 10 I SHT. 2or d MIN,= I50131* Mo = G9G21# W = 3G77.7-"--' NET M = ISol 3 -G9Co2 = 81511 LM x = 3a = 2.1891 FTq. MIDDLE %3 = 3=I.GG7' < 2.189' ✓ e = s.00 _ 2,189 = 0.31 I' FOOTING OE.SICIW W = 3677.7 # FTC1. APNEA = S.00 SQ. Fr. FTCq. SECT. MODULUS = ' c. 2= 4.IG7i3 SOIL PhESSUhE = aG77.7 ± 114S.8 S.O 4.167 SPTSPW =lore Pct 3'-10" W' = 101o p 1 x 1.17+4GI=S89rsP- WZ SPI =1010-589 = 421 P s; �M UNIF. LD. = 589-I?5=414'FT 3 4 I6 x 2 3.832+ 21 x ISR Z x +M = SPT N N V=414x3b$-+ Zea=2392# II it!' a 289E 21 L ��: a.l d=14{3r.5x.G2)=10.?O t x .eat x lo.�ro — r� P As = us K 10.10 — 422 sQ.iW.�c USE � S e 8 oc ie@c EP _ LONC1.. P�EIfJF.=0.0012x12xS.Oxl4 USE S- -4p 4's 7. .Q 14"+ 8" . WEIGHT OF STEM= W = 2x12 x 10 x ISO = 1375.0# wm 1411 WEIGHT OF FTC. = We= x 5 x 150 = 875.6 �Vl .rte nJ� WEIGHT OF hF-Y = Wg= IZ-4— xISO : •. STEM FhICTION = W4= 11-17tx3o zW AXIAL LOAD P = W5= 2x3 = G00.O TOTAL WT. = W 36727* S� 179 KII+204.2 x +GK ` +6235 K,OO MIN, = 1375 x 5 ZSa + 875 2 19 I5013IV OVEhTUhH. f-,ATlci = 1 3� = 2.IS!o i I.SO Dead Exarn*O—PMPWW Lino Retaining Wall 4ononte Sum—Son Not over Footing 4.0 DESICIN EXAMPLE — SLCT IOW 4. 4. 10 I SHT. 2or d MIN,= I50131* Mo = G9G21# W = 3G77.7-"--' NET M = ISol 3 -G9Co2 = 81511 LM x = 3a = 2.1891 FTq. MIDDLE %3 = 3=I.GG7' < 2.189' ✓ e = s.00 _ 2,189 = 0.31 I' FOOTING OE.SICIW W = 3677.7 # FTC1. APNEA = S.00 SQ. Fr. FTCq. SECT. MODULUS = ' c. 2= 4.IG7i3 SOIL PhESSUhE = aG77.7 ± 114S.8 S.O 4.167 SPTSPW =lore Pct 3'-10" W' = 101o p 1 x 1.17+4GI=S89rsP- WZ SPI =1010-589 = 421 P s; �M UNIF. LD. = 589-I?5=414'FT 3 4 I6 x 2 3.832+ 21 x ISR Z x +M = SPT N N V=414x3b$-+ Zea=2392# II it!' a 289E 21 L ��: a.l d=14{3r.5x.G2)=10.?O t x .eat x lo.�ro — r� P As = us K 10.10 — 422 sQ.iW.�c USE � S e 8 oc ie@c EP _ LONC1.. P�EIfJF.=0.0012x12xS.Oxl4 USE S- -4p 4's 7. .Q wm �Vl .rte nJ� - . : •. zW S� 179 4.0 Design Exanwh-AoPagr Line Retaining W& --Co m to Stem- Goil Not over Footing 0LSIC9H EXAMPLE - SECTION 4.4.10 SWT. 3OF4 STEM DE.SI(S W AT TOP OF FTC -%- v - TGV- BOx10 = ISOO# ; M = = 50001# d= 14"-(2+.5x.62)= 11.70" a= 1.13 j=0.89 I SOO A S.O = aMsa ar= IT x.b9xu. = 12.0 r%; i s=i.i xii. U S E # 5 a &`oz. VEP)T. STEM • DE.SIGjW AT MID STEM HEIGHT V = 30 = 375-W M = S953xs = G26'*- d=8+14o�1x5-(2+.Sx.G2)=8.?O" ; a=1.13 ; j=aa9 qtr =i x.B Ka.=4-OP-si ; A5=1.13xa 7o=•O 63 SQ.IW.JPf MIN. A5 = 12 K 11 K .0020 =0.24G SO. IW.JFz US E -W S c 1811 o.a. VENT. STEM HOf51Z. 6E.IHF. AS = 0.0012 x 10 x 12 x I I= I. Sa 8Q. 1w. USE # 4 e (8l'ox- 1,401'Ye. SL I DING 15EY DEPTI,4 + FTG. TNICISWL-SS - 2.331 Fr = I X1.7 _ .0.508 > 0.40 CAL LOWAeL.e) PASSIVE. SOIL (DESISTANCE.= 2.332x300 = 81G.4d-- SLIDING fSESISTANC.E=OAOx$G??.?+816.4=2287.5#>18?C D"Ign Example-ft*M" Une Retaining Wall --Compete Stem -Son Not over Footing 4.0- ,.I DESICaIJ EKAMPLE - SCTION 4.4.10 E SWT 4(w-4_CHEGt" WALL WITHOUT re00 *1rr AkIAL L.D. F W = 3677.7 -Goo MR = 1501.3 -r,.00 k 52 = 122131 # OVENTUNW. RATIO 1.754 > I.SO ✓ G9G2 WET M = 12213 -6962 = S2SI ' K = 3077.7 =1.7061 > 1.667' ✓ e = �4 -1.706 = 0.7941 Me = 3077.7 x.794 = 2443 1# SOIL Pf%5SSURE = 307 7 + 2443 = G15.5 Y S8G.5 5.0 SPT = 29 psf SPw . = 1202 P.S.f. CHEGIS SLIDIWG Fr = 1970 = W77.7 0.!o07 > 0.40 A NEY IS fSEQ1Q KESISTAWCE TO SUDIWU=0.40x30???+81x.+4 = 2047*>1870✓ 181 IjEGK 14/A L L. �J ell " Q FESS-/0�� IV p- n } G?AL . Srw1J)S r7 ��.0 \ Exp. 62 , lf-�� LL V c. �- %3ens .. /� r - / Zo • .. . % 1/93 aF CA • /J�fid �i S/��� 1 r' - �' �V� Q '/ O• 60 Z46 yt j e, 7L- 17_ 0Ae 7_ (_ 9-7tr e.. o14 /F ,(�ir�if�> 6'72 l3a 7 lF �S a 6s L.LY//S 04, Lez/ze t 0.0.a l9 o,t A ry 48 y a c SUBJECT: CLIENTS NAME JOB N0. .� i COOK'' y'" ArMOCIATES J013 DESCRIPTION '"0V%N1KR "' CO""""A""` ATE .2000 PARK AVGNUG i Owovwu . uuwawA *ewe SHEET �� OF � SHEETS opwlevo S-0 rop ."moll eoW%VC.T%op w.W.r-. Certificate of Compliance: Residential Climate Zone 11 D vs e %Q.6 Lt-. Project Tide �ZGGi 4 FIR e INA y' Building Permit # u rt6jettAddreO 1LdLo I':;," Checked By / Date Documentation Author Telephone Enforcement Agency Use Only BUILDING DATA Z�f North G Area % Glass Con 'tinned Floor Area Z?J2 g Sla •s Floor Number of Stories Z Number of -Units �— East South _�- 6 l �, �,1 Single Family Detached (SFD) [ ] Addition Alone West Skylight 61.9 2— ] Single Family Attached (SFA) [ ] Existing Building a [ ] Multi -Family (MF) (] Existing -Plus -Addition Tom 15,13-57f BUELDING SHELL INSULATION Component Insulation Location/Comments Type R -Value (attic, to garage, typical, etc.) Wall .............. VJ^LiS Wall .............. Roof ............. C -E t Lt ,.1 g Roof ............. Floor ............. - EI -.T-; Floor ............. Slab Edge ..... GLAZING Shading Devices Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation (SO (single, double) (loUer blind. etc.) (shadescreen. etc) (yeslno) (metallwood) North ( v D R 4- _MV rAt- North ( ) - East East ( ) South, (✓� 14'� _ South ( ) West (✓� 3°4 West ( ) Skylight....... fp THERMAL MASS Type/Covering Area Thickness HVAC SYSTEMS Type .(furnace, air conditioner, heat pumv) etc. -4o�� 4 ,r 1�" Baan-. Minimum Duct Efficiency Location Duct Output Manufacturer / Model # E. SEER,HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) Ac 6 _Jest — 'J Z Maximum i~umace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # System TvDe (storage eas. etc.) Caoacitv (or aooroved eoual) SPECIAL FEATURESIREMARKS (Add extra sheets if necessary) al Mandatory Measures Checklist: Residential MF -IR NOTE: Lowrise residential buildings subject to the Standards must contain these miasures regartlkss of the compliance approach used. Items marked with an asterisk (•) may be superseded by more stringent compliance requirements fisted on the Certificate of Compliance. Wben Nis checklist is incorporated into the permit documents, the features noted shall f be considered by all parties a: binding minimum component pgformurce tpec.Craugru for tAe mandatory measure { whether they arc shown dsewt cre in the documents or on this clnocklist only. f' DESCRIPTION DESIGNER ENFORCEMENT I, Building Envelope Measures • §2-5352(a): Minimum ceiling insulation R-19 weighted average. §2.5352(b): Loose fill insulation manufacturer's labeled R -Value. s • §2.5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). §2.5352(k): Slab edge insulation - water absorption rate no greater Nan 0-31%, water vapor t transmission rate no greater Nan 2.0 permlunch. p §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. `i §2.5317: Infiluation/Exfiltration Controls tt a. Doors and windows between conditioned and unconditioned spaces designed to limit au leakage. b. Doors and windows cenified. c. Doors and windows wead.erstripped: all joints and penetrations caulked and sealed. i 02.5352(e): Special infiltration barrio installed to comply with 12-5351 meets CEC quality !j standards. t §2.5352(d): Installation of Fireplaces I. Masonry and factory -built fireplaces have: t a. Tight fitting, closeable metal or glass door b. Outside air intake with damper and control e. Flue damper and control 2. No continuous bunting gas pilots allowed. HVAC and Plumbing System Measures 62-5352(g) and 2-5303: Space conditioning equipment siring: attach calculations. 42-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. ! ° §2.5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. §2-5316(b): Exhaust systems have damper controls. f. §2-5314(c): Gas-fired space heating equipment has intermittent ignition devices. ( §2.5314: HVAC equipment, water heaters, showerheads and fauces certified by the CEC. §2.5352(1): Water heater insulation blanket (R-12 or greater) or combined interior/exte6or insulation (R-16 or greater): fust 5 feet of pipes closest to tank insulated (R-3 or greater). §2-5312(Exception I): Pipe insulation on steam and steam condensate return 6t recirculating piping. f§2.5318(d): Swimming Pool Heating I 1. System has: ! a On/off switch on heater. 4. i b. Weatherproof instruction plate on heater. e. Plumbed to allow for solar. i 2.75 percent thermal efficiency. r 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures §2-5352(1): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. §2-5314(c): Gas fired appliances equipped with intermittent ignition devices. §2-5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. 1 COMIPLUNCE 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 i retain a copy of it and transmit the certificate to any subsequent purchaser of the building. t ' i Designer Building Owner Name: Name: T•ttleiFum: TitWFi m. Address: Address: Telephone:Telephone: C (!7 ` tic. M: (signature) (date) (signature) (date) Documentation Author Enforcement Agency Name: Name: ride/Firm; Agency: Address: 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 -19 -02 0.10 -26 -13 -8 0.08 -18 -9 -6 O.C6 -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 Number of stories 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 0.60 Single- Single - -46 0.50 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 Number of stories 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 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 Edge Insulation -26 -14 - Number of Stories -75 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 S. Infiltration (Air Leakage) Specification Points standard • o 6. Glass Heat loss Total 4 1 na 2 U -value Percent na 2 .51 to .41 to .31 to 0.3 Glass Single Double .60 .50 .40 le 50 -121 -53 -39 -24 -10 40 -90 -37 -26 -14 -3 1 35 -75 -29 -19 -9 1 1 30 -61 -21 -13 -4 4 1 29 -58 -20 -12 -3 5 1 28 -55 -18 -10 -2 5 1 27 -52 -17 -9 -2 6 1 26 -49 -15 -8 -1 7 1 25 46 -14 -7 0 7 1 24 -43 -12 -5 1 8 1 23 40 -11 -4 2 8 1 22 -37 -9 -3 3 9 1 21 -34 -7 -2 4 10 1 20 -01 -6 0 5 10 1 19 -29 -4 1 6 11 1 18 -26 -3 2 7 12 1 17 -23 -1 3 8 12 1 16 -20 0 4 9 13 1 15 -17 1 6 10 14 1 14 -14 3 7 10 14 ' 1 13 -12 4 8 11 15 1 12 -9 6 9 12 15 1 11 -6 7 10 13 16 1 10 -3 9 11 14 17 1 9 -1 10 13 15 17 2 8 2 12 14 16 18 2 7..Shading (Shade Open) Efredlve Percent Glass (percent glass x SC) Effective %Glass North 18 5 16 4 14 4 12 3 11 3 10 2 9 2 8 2 7 1 6 1 5 1 4 0 3 0 2 0 1 -1 0 -1 na = not allowed ) or is l I 0 2 2 3 3 4 4 4 5 5 5 6 5 5 7 7 7 B B 9 9 9 0 0� East South West Skylight 1 4 1 na 2 5 1 na 2 5 1 na 3 5 2 na 3 5 2 na 3 5 2 1 3 5 2 2 3 5 2 2 3 4 2 2 3 4 2 3 2 4 2 3 2 3 1 3 1 2 1 3 0 1 0 3 -1 -1 -1 2 -2 -4 -2 0 a3. Shading (Shade Closed) Effective Percent Glass (percent glass x SC) %Glass North East South West %*ht 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 na 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 1 -1 -2 -1 -9 1 1 1 1 1 -4 0 2 3 4 3 0 na . rat allowed 9. Interior Thermal Mass Interior Single- Slab Floor Raised Floor Mass Family Stories Multi Mass Stories 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 2.5 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 Exterior Single- Single - Sum of 1.6 Wall Family Family Multi Mass Detached Attached Famly 0.00 0 0 0 0.20 0.40 3 5 2 4 1 3 0.60 8 6 4 0.80 1.00 10 13 8 10 5 7 1.20 13 12 8 1.40 1.60 12 10 13 13 9 11 1.80 10 12 12 2.00 10 11 13 1 11. Heating System SE or HSPF (assumes dues In attic) Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling System SEER (assume: ducts In attic) Sum of 7-10 -25 of -24 to -14 to -4 b Sum of 1.6 16 or SEER less -15 -5 -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 18 15 13 11 8 12 9 Etrective SE or HSPF -1 Effective SEER (SE or HSPF x duct efficiency) HWR Effective -25 or -24 to -14 b -4 to +6 to' 16 or SE HSPF less -15 -5 +5 +15 more 0.30 2.75 -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 -d 0.56 5.13 0 .0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 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 System SEER (assume: ducts In attic) Sum of 7-10 Zonal Control Adjustment 10 8 7 6 4 3 No Cooling System Installed Stories One -5 -4 -4 -3 -2 -2 Two + 3 3 2 2 2 1 Single-Famlly Detached and Attached -25 of -24 to -14 to -4 b +6 to 16 or SEER less -15 -5 +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 X10 6 5 4 3 2 11.0 1 9 7 6 4 3 12.0 15 13 11 9 7 5 13.0 20 17 14 12 9 6 -1 -1 Effective SEER 0 Standard HWR -18 (SEER xdud eMciency) -9 -7 -6 Sum of 7-10 WSB -25 Effective -25 or -24 to -14 to -4to +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 0 0 0 0 8.0 9 8 6 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 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 Zonal Control Adjustment 10 8 7 6 4 3 No Cooling System Installed Stories One -5 -4 -4 -3 -2 -2 Two + 3 3 2 2 2 1 Single-Famlly Detached and Attached Point System Summary: Climate Zone 11 Unit Size (sQ SCORE CARD Water 1,199 1200 1700 2200 2700 Heater Credit or to to to or Type Type Icss 1699 2199 2699 more SG None 0 0 0 0 0 or Solar 12 8 6 5 4 HP HWR 8 5 4 3 3 N 3 g WSB 5 3 3 2 2 1 POU a 5 4 3 3 SE None -37 -24 18 -15 -12 R -value (0] Solar -1 -1 -1 0 0 Standard HWR -18 -12 -9 -7 -6 WSB -25 -16 -12 -10 -8 POU -18 _ -12 -9 -7 •6 IG None -5 -3 -2 -2 -2 201/. Solar 7 5 4 3 2 55% POU 3"_ 2 1 1 1 IE None -28 -19 -14 -11 -9 0.6 Solar 8 5 4 3 3 21 POU -10 -6 -5 -4 -3 3.6' Multi -Family (Individual 4 units) 4.4 4.6 4.8 5 Unit Size (sQ 10Y. Water 0.4 699 700 1200 1700 22W Heater Credit or 10 to to or Type Type less 1199 1699 2199 more SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 3.5 WSB 9 4 3 2 2 5 POU 9 5 3 2 2 SE None -45 -23 -15 11 -9 2.4 Solar 2 1 1 0 0 3.9 HWR •23 -12 -8 -6 •5 5.3 WSB -25 -13 -8 -6 -5 1.3 POU _23 _12 _8 -6 •5 IG None •8 -4 -3 -2 i -2 4.3 Solar 6 3 2 1 1 5.7 POU .1 0 0 0 0 IE None -30 _ 15 -10 -8 -6 3.2 Solar 18 9 6 4 4 4.6 POU •8 -4 -3 -2 -2 Point System Summary: Climate Zone 11 SCORE CARD �. Interior Mass/CFA Point Scores 1. Ceiling Insulation A-36 or \ TYPE 2 MSS 0 3p R -value 1381 ?a'q U -value [0.030] or R -value [ 111 U -value (0.0981 (I.MIMCa4.21 ' `•� N 3 g or l TYPE 1 MASS (UIMC 11 4.2. le : e■ I osed Slab) or 0- R -value (0] F2 factor [0.77] (carpeted slab) 5. Infiltration Standard D 6. Glass Heat Loss ' Jr S _ Type [double] U -value 10.65) % Total Glass [ 16] Sum 1-6 7. Shading (Shade Open) 0Y. 5% 1011. 15% 201/. 2S% 30Y. 35% 40% 45% 50% 55% 60% 85Y. 70% 75% 80% 85% 90% 95% 100% 105% 110% 115% 120% 125•- 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 21 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 53 10Y. 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 2.1 2.3 2.5 2.7 2.9 3.1 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 3.5 3.7 3.9 4.1 4.3 4.5 4.8 5 52 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 2.2 2.4 2.6 2.8 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 58 40Y. 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 26 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 5.9 509'. 0.9 1.1 1.3 1.5 1.7 1.9 21 23 25 27 3 3.2 3.4 3.8 3.8 4 42 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 2.4 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 62 60% 1 1.2 1.4 1.7 1.9 21 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 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 55 5.7 5.9 6.1 64 M. 1.2 1.4 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 52 5.4 5.6 58 6 62 64 75% 1.3 1.5 1.7 1.9 21 2.3 25 2.7 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 130% 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.0 5.1 5.4 56 5.8 6 62 64 66 85% 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 S 52 54 5.6 59 6.1 63 65 67 90Y. 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 5.1 53 5.5 5.7 5.9 6.2 6.4 66 68 95% 1.6 1.8 2 2.2 2.5 27 2.9 3.1 33 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 69 100% 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 53 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 2.2 2.4 2.6 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.S 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 6.4 6.6 68 7 ! 110% 1.9 2.1 2.3 2.5 2.7 29 3.1 3.3 3.8 3.8 4 4.2 4.4 4.6 4.6 5 5.2 5.4 5.7 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 5.9 6.2 6.4 6.6 6.8 7 72 12o% 2 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.8 4.8 S 5.2 5.4 5.6 58 6 6.2 6.5 6.7 6.9 7.1 73 125% 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 5.3 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 Measures Point Scores 1. Ceiling Insulation A-36 or 0 2. Wall Insulation R -value 1381 ?a'q U -value [0.030] or R -value [ 111 U -value (0.0981 3. Raised Floor Insulation N 3 g or R -value (191 U -value [0.037] 4. Slab Edge Insulation 0- or 0- R -value (0] F2 factor [0.77] 5. Infiltration Standard D 6. Glass Heat Loss ' Jr S Type [double] U -value 10.65) % Total Glass [ 16] Sum 1-6 7. Shading (Shade Open) % Glass SC Eff. % Glass a. North 1"7 x ,77 b. East �2.19 x I c. South 6.3 X d. West 2.3 x e. Skylight IS x 61 = I Z3 �- 8. Shading (Shade Closed) % Glass SC Eff. % Glass a. North .7 x .foo -{- b. East 2.9 x c. South b•'3 X _ 4# P7 -9 d. West 2.3 x = 11,571 O e. Skylight .3 x 9. Interior Thermal Mass 40 TYPE 1 MASS AREA = I -7 $ COND. FLOOR AREA 10. Exterior Wall Mass InteriorM�ss/CFA TYPE 2 MAS; . AREA g O �' Exten r Wall Mass OND. L OR AREA Sum 7-10 11. Heating System .72 x • g3 = 7b Zonal Control? ( Y / N) SE or HSPF Duct Efficiency [0.78] Effective SE or 10.7216.61 HSPF 10.56/5.15] 12. Cooling System 6.9 x Z Zonal Control? ( Y / N) 13. Water Heating SEER [9.51 •�»/ DuctEfficiency [0.74] Effective SEER [7.03] Type [SG] Credit [none] + Point Total: r r"r +1.11 �5 .� fu ASS02A,TI=S ENGINEERING CdNSUL:rANTS t 2060 PARK AVENUE' OROvILLE, CA womm 96989 s PHONE Jolla) 6313.6467 A e l , FeCiF1C,4T/0"' 4 3 Dave & Renda Kimbrell Hone APN 36-21-14 1tS%,Sigrid Way, Oroville, Ca, SOILS .REPORT. The site soils are Redding Gravelly foams underlain with hardpan conglomerate at depths of 20 to 3U feet and are. well consolidated and firm, The- home site slopes to the west northwest and is tree or subterranean water sources f with surface waters following the natural slope of soil ` mantel which ranges up to 8% cross slope. The soil mantel at the home site is capable withstanding ra dead ioada of ,laore than 2,00U pounds per square toot and dead plus live load of more than 2,5UU, pounds per square foot':, CONCRETE: r Foundation concrete shall equal 2,000 Do compressive strength at 'LLQ days following placement. REINFORCING STEEL: Raintor'cing steel shall be grade 40 or better with a working stress of 20,000 psi. L MBER:' G" x 1211,x 161 beams in the Mas:!ter Bedroom shall be beam and stvinger grade D.F. Dense No. 1. Other 'b" x 1211 bear -,s shall be D.F. #1, 1 i ka. �iJ1t��l Other beams shall be D.P. #2 or better,# ,..• w EPARITYi „*••' Studs shall be standard or 'getter. " GENERAL: „�M�`s Materials quoted by Freeway Lumber, MY 18� 1989, for tIi P complies with e , , 1 No. 13062 �t e Exp, 3/31/93 / .,. .. of CAL# D.a`n J. C%a , • R. C. E. California, LdUb'l- Nevada '2.11 / Oregon ,55yj RPL " :89 14: 25 HL.PXIIE FETA U tlt� dart.. _�.�ar�•. _fit h VG;;KV, LiF �€1I5 '�JE5I6ti. TO E�iECTi4N �D�3T'f%7F�' . EW DESEW cup TPIR427--08511 r� sem, . cx ar i t'4P,t R?` T s at � sEsEss an F,:. -.+r �(RNINii nr r� c uia:.;e PSF ©A -_ z=s: cam; cam' .urraR ssa. rGnc: ac cam° �u armr ' aw vis -, -err -% - anryc lim :sus ti9at €� ,�� (} 4iS . _s+os r+mrb. �- �. c�; r� :rrnr as4 `auttnr`ocnrtacr.. aruw' sz sc� �s.vx� s� r „PSF OR44 U �911W27- ar ac scsa s �:$ �aK: sa sormr�rti axw- _ E� zs c + ssicccvrsei, 20 lacca sasssrtz�: s:fa x a sasae . esu s - r 5 . G P5E CA - etas l - [ sa ria:- � .Q—AM � 9�nYl 'itaP 3mti. � ;,�4DI�LLT � t F �1v�., r -_ 'P �: B6tN%i![S.at` £IOi.Q3LC.. dot IDL17r. w6 ytt�f. RROfF+Cr 4sraocss rL7rf� 57ESY.ao�4, .F, �) TaT� . 55 -0- FSF t1,; LES. 8-- EI7D6 1iffim ME f`�f�SYO- IrCk3fs Q71Eti� Y�C.7�[ g766.'l!ifC RTZ'Yt3 E�.1i�G A {� .ink 0"' h- r�- �caav�a �, os�r zousts: = a as �� ssr ��_ ass enr red tns t uiat'� �- �'. as3�ac rrc� F sEnwstn� sEsr® sse� SIM es SPACING 16.0 r .tr7ri-ate `-= s r� s-svz rsue� �ucs. Imc rrslE. ars - ans rasa. ct3rrr .�zscrs rt�c,asF vada co aeansat AL