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Home My WebLink About073-160-03939 =855.-89B ,E 1`73;--',16-39 - POELMAN, :164 Old Forbestown. Rd, 'Or vi Y �D . (new. private detached ga g�) FINALED: J 73-16-39 702-89B,P,E',M. POELMAN, Robert, 16 Old Forbestown Rd, Forbestown r f (new single family) FINALED: pi PERMIT EXPIRES a CONTR. LA Glly\.� J44 -1a -a ASSESSOR PARCEL r LOCATION cvt g17 stclefs No G,l�w . ' T { X t r Temp. Power Pole { Called PG&E Temp: Elec. Service" Called PG&E x 1 ^ Temp. Gas Ser Called PGI of, JOB FINALED 'j QJ Signature k' GP la =UK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single and Duplex) Date DER LOOK (Plans) OK except #'s Date F ING (Continued) yV 1. Z ing-Setbacks;-Easements-Flood-Slope gers-Post Caps -Anchors -Connectors . Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth D C . ng. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils -Steel-/ P' Ftg. Depth ..Fireplace Ties or Type A Flue -Fireplace Throat Clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth 4 ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts=Wrapped 740-erer+age Fire Protection Framing �. 7. Slab; Steel-Wrapped.rty Line Firewall & Openings 8. Piers -Fireplace Ftg.-Steel x e Doors -One 3' -Check Garage -3rd story, 2 exits 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 5 airs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors a4Aywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test _--55_Sidiag-N9iling Veneer 12. Electric; Underground esh-Drip Screed -Fd. Vents-Underfir. Access 13. lenums & Ducts; Clearance-Material-Supprt-Ins. Glazing Area -Glass Protection -Skylights -Plastic 7-6 4,4. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples ar Walls; Nailing -Bolts 15. Insulation sulation-Walls-Cig. 60. Infiltration-Walls-Wndws Card -B1 Date eq Card -131 Date Card -131 Date7- M,,q Card -131 Date Card -131 Date Card -B1 Date Card -81 Datela d.4 -a Card -B1 Date Date PLUMBING (Permit) OK except #'s r Ht.,Vent-Access-Combustion Air -Baffle Date (Plans) OK except #'s a Pipe; Test & Anchors -Nail Prot ion W1. Ext. Steps -Door & Sidelight Protection -Landings 1 .W.V.; Test-Fttngs & ors- Protection . Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access.```` Furnace; Vents -Clearance -Comb. Air -Connector - 43 In .Garage; Above Floor -Ducts -Mach. Protection 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors. Bedroom Exiting iTg'P.17.1. & Bath Fixtures & Tub Access -Spa . Elec. Trim & Subpanel; Breaker Sizes -Labels Card -B Date 9 -14 Card -81 Date -6'7'Stairs & Rails Card -131 Date d +Lf/Card-Bt Date -i5g.-Eiceplace or Stove; Clearances -Hearth 9. Elec. utlets at Wood Panel; Int. & Ext. Date E ECTRICAL (Permit) OK except #'s. Fixt. &Appliance; Grnd. -Air Gap -Cooking Clearanc - 2. iture & Transformer Clearance -Ins. Protection 3 -(4f/Elec. Outlets & Receptacles at Kit. Counter aorpec. Receptacles Spacing -Lights & Switches at Doors 7R' -Garage -Fire -Boor; Swing -Landing -Closer .,Size Boxes & No. of Conductors -Stapled 7 • . uct nn Garage -Damper omex Installed Close to Edge of Studs & C.J. . Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor -Mach. Protection e_2. uip. Ground made up w/Meeh. Fasteners -Bond Gas & Water 2 Appliance Circuts in Kitchen &Conductor Size/G.F.I. !.i•YPlb., Elec. & Mech. Equip. Listed for Location 28--8ebfeed-W re Size/ / ga. Cu or AI-A.C. Wire Size/ /ga.age; Cu or Al (G.F.I.)-Romex Protec. ' • I elation -Foam -Looked in Attic ❑Yes 29. Range Circ. / / ga. Cu or Al -Oven Circ. / / ga. Cu or Al. sulated Neutral Yes No . Guard Rails & Deck Construction -Post Caps Service -Riser Conductors & Ground -Main Disconnect wl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes .,Equip. Clearances Panels-Motors-Mech. Eq"uip. 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 412. Clothes Closet Light -Shower Light -Spa Light Smoke Detector rown- imsW- Card -131 Card -131 Date 0/ i Card -B1 Date Date Card -131 Date 8S -A -.G-. U t-, Disfdnnect, Electrical, Plumbing 08 -Vents Above Roof; Plbg.-Appliance-Firepl -Clearance to Openings. DateZ MECHANICAL (Permit) OK except #'s /_84 -Water Well; Disconnect, Electrical, Plumbing 34. A.C. Ducts Insulation & Support xterior Elec. Trim; G.F.I. Receptacle -Underground 35. Vent Fan; Exhaust above insulation . Ventilation throughout House 36. Condensate Drain & Overflow; Size & Grade %8 . mss Protection 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet perCopetions from Previous Inpections 38. Attic Access & Platform if Furnace in Attic as Test -Meters Tagged; Gas -Electric ater & Sewer Connected -C/O to Grade -HD Approval if . nergy Compliance Certificate -Other Certificates Card -131 Date Card -131 Date 92. Roofing Certificate Card -81 Date Card -81 Date Card -81 Date/-y7aCard-1311 Date Card -131 Date Card -81 Date Card -131 V Date + Card -131 Date Date FRA G (Plans) OK except #'s , Proper Material & Anchors Comments at Final: iitrWos Studs -Nailing, Spacing & Bracing -Plates -Sound tiring Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) �i 43 it Stops; Furred Ceilings -Stairs -Chases -Tub Bader & Beam -Size & Bearing (NOTE: An entry must be made each time you visit lob site) a = OK 0 = Not OK - = Not Applicable • = Not Ready MOBILE HOMES MISCELLANEOUS Date - -- MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s - 1. Zoning Req uirements-Setbacks- Ease ments_ 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/0-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: '/ /"L"ft. /"Nat: or/-'--/"L"ft./' /"LPG,' rr 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors " '7: Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh _ Card -B1, Date - Carl Date 10. Roof; Shthg-Roofing ' Card -BY -- Date=:. = Card -B1 Date 11. Ext.; Steps -Doors -Landings Date MOB ILEHOMEINSTALLATION (Plans) OK except #'s 1: Zoning Requirements -Setbacks -Easements Card -B1 Date Card -61 Date - --2. Footings; Size -Spacing -`Marriage Line . - Carl Date Card -B1 Date - 3. -Gas; MH -Test -Demand -Valve -Connector - -4. Electricity; MH`Test-Crossovers-Breakers-Clearances Date POOLS (Plans) OK except #'s - - 5. Dfoib;-MH Test -,Fall -Flex Connector •, 1. Setbacks -Easements - - -- 6: Wateir;'MH Test -Regulator -Connector - 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected-C/O.to Grade -HD Approval �- - - - - •-- - - - - 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining •'81 Gas and Electricity Tagged 9. Exits; Insp.-Sketch t.. 1. 4. Elec.; Receptacles and Lighting, Distances-GFI -10. Cert. of Occupancy • ., .�4 -.1ryt.7 y (f - - - _. "'_._ _ "-_ - 5. Elec.; Pool Lighting; 15 volts-GFI j ... .Ir.• -. 6. Elea; Enclosures; Conduit Entries -Terminals -Listed 'J^ �r' r •qA -1 n. 7. Ell Bonding; Metal w/5' -Circulating Equip. -Heater _ 7 i�C . R - _ Card -B1 Date -Card-B1 Date CH- t .i' )u 8. Elec.;Ground ing; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit Card -B1 Date Card -B1 Date 9. Health Department Approval ?'' - - - 10. Plumb.; Cir. Test -Water Supply Test Card -B1 r Date _ Card -B1 Date " Card -131 Date Card -B1 Date - - cI jor , ;, 1 o : t +4'. ,y v.Y L J 1-1`.7 i.1Q�Q';3t:'r'i--:?i^BIQr✓: �.y i c T ?(7.F. ? i �- - - - - •-- - - - - - - -^ -. - -t 7 - - -.1ryt.7 y (f - - - _. "'_._ _ "-_ - J.. ... •� .. - .IG Ill �+. ... .Ir.• -. ZPt;11W5 7n+ cUCr;J• ��' ,..,3`ln )- �,Z. 'J^ �r' r •qA -1 n. tC _ 7 i�C . R - _ CH- t .i' )u c?,L��It , 1,. "% ,,:K� � J197 evnf•(gr't�1:J Y� - �' � - - - - - - ifiNl4 J • _ _ .�.. -_ _ _ _ �- _ u .. _ i11ri_ A n - - - t tat n:, 7 n, ,3 .1 ,9•, 1• n COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroviller California 95965 - Telephone: 916/538-7541 APPLICAYION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER ZONING ABUILDING I PERMIT OWNEIP /) TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS �dF�Y///� � i CONTRACTOR'S �NAME TELE H NE 11,YA ) , / - iCONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER /404e I UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ A HITECT OR ENG(/N/-%��i J , � LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS C/� /�L?� E GC�/1J• J� Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00,11 Each Trap' 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP q l -`1 Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE s4sI Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home is G W 0-00 ea TYPE OF WORK New& Addition ❑ Remodel ❑ ti lities ❑ Installation❑ Other ❑ Describe work: �� i j Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 j Main service 6001 OR LESS 100 AMP OR LESS 10,00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the BuslnesS and Professions Code and my license is in full force and effect. (cense 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 NEW CONST. DWELLING o U , OR ADDNS, ACC. BLOGS �z�SQft NEW CONSTR. MULTI -OUTLET 2,50 ea NON•RESID BRANCH CIRCUITS) POWER APPARATUS S) SINGLE OUTLET CIR, Ex. OCCu 201150: p OUTLETS OR FIXTURES eAL1130 Ex. Occup. OUTLFIXEETS P(RESID,)LNSREA./ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 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 a Certificate of Workmen's Compensation Insurance or a Certificate .of Consent to Self -Insure. ErI 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. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 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 jan all liabilitie udgments, costs, expenses which may in any way accrue against s C ty ' equ .c a granting of this permit. X Date./ Signature of Applicant — Owner Q�Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- on of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT,FEE $ OCCUP. CONgT•TYPC SCNO L IFLOOJPA��LD ND ISSUE This permit is hereby issued under sions of the But County Code and/or work indicated above for which DIRECTOR F PUBLIC By. PER EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date v ' �• ^� •-2' —�� Receipt No. , �,' WHITE-D.P.W.. YELLOW-ASSLSSOR, Nx-INSPECTOR, GOLDENROD -APPLICANT TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance 9176r / /'D /moi► 1� Q/�/�oi�eS%�a caiii-� �� %%�' ��' 3 % owner locution AP # Driveway permit o / 7 has been issued for the above property. si ature date TO Buildina Department FROM: Environmental Health SUBJECT: Sanitation Clearance er� Nr Owner, Location AP# Plan Approved for: Sewage Disposal _ Water Supply(l'..'` Hold final for: Water Supply �. Final clearance O.R. for: Water Supply Clearance for bedroom mobile ome. Other NOTE *** _ Cf / Sanitarian Date .f tet. r .i `r..it.:'iti . - •.h' -r^_ '✓i. R• ry•f.+... :Y'. •_ "� �1:. , �,,,r.>.._ . -.S; . J I i - 1 . j r ^i•' ',- •.. ' r COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS- BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET / Permit No. OWNER A. P. No. -/lo Proposed Building Use 1000� Building lnspectopi61�— 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. 2. Park fees paid ............................................ School District fees paid ................. ` V�-43. Sanitation approval from Health Department ... 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) ... 19. Pre -Inspection for required . , , . Pre-Inspen request to l p q � Building Inspector (Date) 20. Contractor's license information (No., Name Style, Classification) ...... . 21. Certificate of Workmans Compensation Insurance .................... 2. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ........ Recorded copy of Agricultural Acknowledgment Statement ............ 24. Letter of signature authorization ..................................... 25. 26. When you issue the permit, process as follows\�_ Mail to owner. Mail to contractor. Telephon _and hold forpickup at office. Deliver w/inspector. Other 3-',0' r/ Applicant - $- Q� Date Copy of plans sent Health Dept., Fire Dept,, Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: r= -.►1a. spa gi ,%w w�w,:J sPv..+ p r(G,•rS +!� O w wrr t,, , f(. Fl� T N O �'Y S �� C`p�/s s � a,•6 5f3. y Contractor, designowne was advised of above required data by_phone--co nail unter by date Contractor, designer, owner, wa$ advised of above required data by—phone —ma ll_counter b date Plans checked by ✓ /J`/ Date r tans approved by Date 5,q� ff Sets of plans on hold in File cabinet AP folder Copy—DPW Owner: LOCATION ROOF Material Thickness(inches) k Permit No. ENERGY C ERTIF ICAT ION y A. P. No. DESCRIPTION OF INSULATION Brand Name Thermal Resistance (R Value) EXTERIOR WALL Material - t.I-%�id Name Thickness(inches) _ Thermal Resistance(R Value) CEILING Batt or Blanket Type c1 Thickness(inches) Loose Fill Type Minimum Thickness(Inches) Area covered(ft.2) FLOOR, ELEVATED Material Thickness(inch s) FLOOR, LAB Mater al Th ckness(inches) Wi th(inches) FOUNDATION WALL Material Th-ickness(inches) Brand Name F Thermal Resistance(R Value) Brand Name Number of Bags Wt. per bag lb. Thermal Resistance(R Value) Brand Name P Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building in conformance with the State of California Energy Requirements. RM NAME OWNE ONTRACTOR S LI . SI NATURE OF IN TALLATION APPLICATOR 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. S ICENSE NO. DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 11 BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form -per Building) A.P. Number Building Department No. _%�t` School DistrictRgI City County = Jurisdiction Property Owner ye�k,L/— VA?—I tea Project Location/Address Subdivision Lot Number Residential Development: / L�I I� Sq. Footage a?_q # of Living MHI Addition (GroUT) GG)� Units Commercial/I.ndu.strial:� ~`" Sq. Footage New Addition (Including Exterior Roofed Areas) Building,Depdrtment Representative Pate �tf &12 -2 -- District 1L2 --District Id No. 58-72736 :. Marysville Joint Unified' School District certifies that Robert Poelman 415 791-8948 (Applicant Name) (Phone Number) 4080-Oroville Court (Street Address) Fremont ` Ca 94555 f { (City) (State) (Zip Code) has complied; -with the requirements of Resolution No. ,by 'the payment of $ 1,423 ,-representing 1,423 square feet. i ComptroilerSchAol `District Representative Date PAID BY CHECK NO,: BANK NO PAID BY CASH, - REMARKS:* a white -applicant, yellow -building department, pink -school district SCHOOL . FEE (5/88). ' _ FALLON COMPANY 2890 THIRD STREET AUBURN,CALIF ------------------------------------------ _____________________ DATE: 5-17-89 - JOB NUMBER: 8912 - / JOB.DESCRIPTION: poelman basement ------------------------- ---------- R �________-_ ' 'RETAINING WALL DESIGN STEM DESIGN OF CONCRETE BLOCK FM'..... 11500 PSI F[, OF BASE CONCRETE.�..........~..... 2969690 PSI DESIGN STEEL STRESS ......."`......... 20,000 PSI EQUIVALENT FLUID PRESGURE............ 30 PCF SURCHARGE,............~.....`......... 0.8969 FT - - S T E M ' M Q M E NT S A - -ND S H E A R S - .^ . . DISTANCE FROM SHEARS MOMENTS TOP OF WALL(FT) POUNDS FOOT -LBS. 1 15 5 2 60'' 40 ' 3 135 135 - �4 2469' 320 ' 5.- 375 � _ 625 6 540 110869 _ 7 735 1,715 . . ' DISTANCE FROM ' DEGIGN ._ AREA OF COMP SHEAR TOP OF WALL(FT) DEPTH(IN) STEEL(SI) STRESS STRESS 1 5.30 . 0.0� ' 1 ' 0.3 2 .�` ` 5.36Y 0.01 10 1.1 - 5.30 0.02 32 2.4 � 4 ` �� ` 5.30 0.0�4 7� 4 2 .� . . 5 ` ^ 5.30 0.08 150 6.6 6 9.30 - 0' 698[ 84 5.4' ' 7 9.30 0.12 134 7. 4 _ . � ' � ` . '. . �. -' No .^ ,. E JOB NUMBER: 8912 +basement JOB DESCRIPTION: poelman B A S E D E S I G N SOIL DENSITY ......................... 100 PCF ALLOWABLE BEARING PRESSURE........... 11500 PSF -- LATERAL BEARING PRESSURE ............. 250 PSF/FT. COEFFICIENT OF FRICTION................ 0.30 FC' OF BASE CONCRETE ................. 21000 PSI THERE IS A SLAB OVER THE -TOE. SLOPE OF BACKFILL (RISE/RUN)..::....... 0.00 IMPOSED AXIAL LOAD.... ................ 11200 PLF DESIGN TOE LENGTH ..................... 2.00 FT. DESIGNBASE LENGTH ..................... 3.60 FT. DESIGN EFFECTIVE DEPTH ................ 8.66 IN. TOE' STEEL ................... . ........ 0.179 SO. IN. / FT. HEEL STEEL ...................:...... 0.045 SO. IN. / FT. DESIGN TOE PRESSURE.................. 11350 PSF DESIGN HEEL PRESSURE ................. 239 PSF NO KEY IS NEEDED. OVERTURNING SAFETY FACTOR ............. ------------------------------- 2.5 S U P P L E M E N T A L B A S E D E S I G N i IMPOSED AXIAL LOAD.-.-........:......._. 0 PLF :..:. DESIGN TOE LENGTH ..................... 2.00 FT. DESIGN BASE LENGTH .................... 3.60 FT. DESIGN EFFECTIVE DEPTH................. 8.66 IN. TOESTEEL ............................ 0.141 SO. IN. / FT. HEELSTEEL ............................ 0.082' SG. IN.' / FT. DESIGN TOE PRESSURE...............:.... 11187 PSF �S�s . � DESIGN HEEL PRESSURE. .....::-:....:..... .0 �, NO KEY IS NEEDED. OVERTURNING SAFETY FACTOR ............. 1.6 NO. 17 3DO , a June 30:1989 :.. EXP. DATE _. 73-16-39 5,P POELNAN, Robert 16 Old Forbestown Rd, Oroville (new private detached garage) Y i Pt FINALED: PERMIT EXPIRES l OWNER f CONTR. by ASSESSOR PARCEL r LOCATION •ti 1 i K 1 a �f Temp. Power Pole Y Called PG&E --� Temp. Elec. Service - , S Called PG&E Temp. Gas Service Called PG&E t JOB FINALED (Date) c, Signature Y _ UK 0 = Not OK - = Not Applicable = Not Ready , RESIDENTIAL (Single and Duplex) Date UWtRFLOOR (Plans) OK except #'s Date FRAMING (Continued) ng -Setbacks; -Easements -Flood -Slope X45. Hangers -Post Caps -Anchors -Connectors . tg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. - 3. Ftg., Garage; Soils -Steel-/ /" Ftg. Depth F' place Ties or Type A Flue -Fireplace Throat Clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth 8. A is Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped /i,<9__Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 0. Garage Fire Protection Framing 7. Slab; Steel -Wrapped. Pr perty Line Firewall & Openings 8. Piers -Fireplace Ftg.-Steel 2 t_Doors-One T -Check Garage -3rd story, 2 exits 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test C.53'St irs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors erhang-Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test §46i ding -Nailing-Veneer 12. Electric; Underground o Drip Screed -Fd. Vents-Underflr. Access 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. lazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Shear Walls; Nailing -Bolts 15. Insulation 9. Insulation-Walls-Clg. 6 .Infiltration-Walls-Wndws Card -Bt Date Card -B1 Date Card -B1 IQ Date. Card -B1 Date Card -B1 Card -B1 r/Diftel Date PLUMB NG (Permit) OK except #'s ur - ater Ht. Vent -Access -Combustion Air -Baffle Date FINAL (Plans) OK except #'s'11 . 7. ter Pipe; Test & Anchors -Nail Protection 61. Ext. Steps -Door & Sidelight Protection -Landings D.W.V.; Test-Fttngs & Anchors -Nail Protection 62. Smoke Detector 19. oweran; es , ' st Floor -Tub Access 63. Furnace; Vents -Clearance -Comb. Air-Connector- In Garage; Above Floor -Ducts -Mach. Protection 2e-Ji1-Tl5_& Shower, 2nd Floor -Tub Access 1. Gas Pipe; Size & Anchors 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes -Labels Card -61 Dat �'kZ Card -B1 Date 67. Stairs &Rails Card -B1 Date Card -B1 Date 68. Fireplace or Stove; Clearances -Hearth Date ELECT AL (Permit) OK except #'s 69. Elec. Outlets at Wood Panel; Int. & Ext. 22 xture & Transformer Clearance -Ina. Protection 70. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking. Clearance 3. E c. Receptacles Spacing -Lights & Switches at Doors 71. Elec. Outlets & Receptacles at Kit. Counter 44._Sjze, Boxes & No. of Conductors -Stapled 72. Garage Fire Door; Swing -Landing -Closer bmex Installed Close to Edge of Studs & C.J. 73. A.C. Duct in Garage -Damper quip. Ground made up w/Mach. Fasteners -Bond Gas & Water 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor -Mach. Protection . 2 Appliance Circuts in Kitchen &Conductor Size/G.F.I. 75, Plb., Elec. &Mech. Equip. Listed for Location Cu rAl28 oed-Wire Slz�% / ga. Cu or AI-A.C. Wire Size / /ga. Cu or 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 2 . a. Cu or AI -Oven Circ. / / ga. Cu or Al. sulated Neutral Yes No . 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps ice -Riser Conductors & Ground -Main Disconnect 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 1 Equip. Clearances Panels-Motors-Mech. Equip. 2-Ctothes-Ctoset•6ight-Shower Light -Spa Light 80. Following instid.; Drive D Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No Detector .Smoke 8i. Stucco; Brown -Finish Card-B16�in Dated,Card-B1 Date 82. A.C. Unit; Disconnect, Electrical, Plumbing Card -B1 Date Card -61 Date 83. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. Dat MECHANICAL (Permit) OK except #'s 84. Water Well; Disconnect, Electrical, Plumbing 34. A.C. Ducts Insulation & Support 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 35. Vent Fan; Exhaust above insulation 86. Ventilation throughout House 36. Condensate Drain & Overflow; Size & Grade 87. Glass Protection 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 88. Corrections from Previous Inpections 38. Attic Access & Platform if Furnace in Attic 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 9i. Energy Compliance Certificate -Other Certificates Card -B1 Date Card -B1 Date 92. Roofing Certificate Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Date MING (Plans) OK except #'s Card -B1 Date Card -131 Date 9,Sifls, Proper Material & Anchors Card -B1 Date Card -81 Date �. 0. ells Studs -Nailing, Spacing & Bracing -Plates -Sound Comments at Final: earing Walls over Girders & Floor Nailing D.a Stop in Walls (rat proof) ire Stops; Furred Ceilings -Stairs -Chases -Tub Header & Beam -Size & Bearing (NOTE: An entry must bg made each time you visit job site) = OK 0 = Not OK = Not Readyable MOBILE HOMES MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date RE ,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 4Zerffing Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch ) 9t71 Footings• Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/0 -Concrete _3 -Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) --1-Wood Awn.; Posts-Beams-Rftrs.-Connect Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete --57ATu r. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 6. rports; Windows -Doors 7. Utility Clearance a,2-'7,9'0 c Frmg; Sills-Anchors-Studs-Rftrs-Trusses Siding; Nailing -Veneer -Stucco -Mesh Card -B1 Date Card -B1 Date 42!146 0/ Shthg-Roofing Card -B1 Date Card -B1 Date 2 t.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -81 j Datef42f' Card -B1 C,r, Datea/;1-7,q0 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector Card -B1 Date.1- Card -131 Date 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date VIOOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/0 to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 4. Elec.; Receptacles and Lighting, Distances-GFI 9. Exits; Insp.-Sketch 5. Elec.; Pool Lighting; 15 volts-GFI 10. Cert. of Occupancy 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-Pan elboards- Ins. to Main in Conduit Card -81 Date Card -Bt Date Card -B1 Date Card -131 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 0. 7 County Center Drive - Oroville. California 95965 - Telephone: 916/538-7541M�ERMIT � APPLICATION AND FERMIT A4SEqSOR PARCEL UMBER IL A ZONI G BUILDING PERMIT 9107® ohp- L P o SQ. FT. OCC. BUILDING VALUATION OER' M ILING DRESS ^^ ` t✓ CO C OR'5 NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONST UCTION LENDER UNKNOWN Total Valuation $ L NDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ ARC I ECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ A CHITEC R ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS ) 6/ Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 V ` Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAMEPARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTUVE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 1O.00ea- TYPE OF WORK New)6 Addition [I Remodel❑ Utilities SJ Installation[] Other ❑ Describe work: x Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 •� Main service 100v OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): El 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 W1,(RESID 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 NEW CONST. DWELLING OCCU OR ADDNS. ACC. BLDGS. , /2dsgft NEW CON5TR MU TI.OUT LE NON.RESID .BRA CH CIRC II ITS 2.50 ea POWER APPARATUS e (SINGLE OUTLET CIR. Ex. OCCUp(OUTLETS OR FIXTURES RI -030 e0L9 30 Ex. Occup. OUTLETS FIXED APPISIS )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 9 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. dI shal I 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 10.00 Heating Cooling Hood 3.00 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 Iiabi ' i judgments, cos and expenses which may in any way accrue again s ' Co ty in co q e of the granting of this permit. X r Date' Signature of Applicant — Ownerk2"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 $ TOTAL PERMIT FEE OC CUP. CONST.TYPC SCHOOL I FLOOD PARCEL PD H Issu This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECT A OF PUBLIC By I PER XPIRES Date the applicable provi• resolutions to do fees have been paid. WORKS DateZ.i� �' .� Receipt No WHITE-D.P.W.. YELLOW-ASSC SOR. PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE ' 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 r OW ER 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. h'c Inspector /% // Date �/ �� 4 f �-: I Ll� f+s t, �L •_21. .i•�AA: rJ Inspector Date a _� COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1 196 Memorial Way, Chico — Phone: 891-2751 ' 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872.-6307 CORRECTION NOTICE ✓ OWNER PERMIT 0. A routine inspection indicates that the following violations of County Ordinance ' exist at the above address and should be corrected. Please notify this office rz when correction of work is completed. If you have any question pertaining to this matter, or need additional- explanation, please contact this office immediately. '{ 4 f �-: I Ll� f+s t, �L •_21. .i•�AA: rJ Inspector Date a _� hi s'a.�.r�{;y., y-. r .�, fi� rV'. .. y' . M . --Yr.a + 11 , $ ..- , h.J...� • {;t .} .. K".,7111r.-. ....,., S-. ' c..: Prx. .-. r..w..4.. tit! . - COUNTY OF BUTTE - DEPAR"CMENT OF PUBLUC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE , CAYFOPINIIA 9565 - TELEPHONE: 916/538-7541 ; �PERMIT APPLICATION DATA SHEET Permit No. OWNER PI P©e IlIntlA. P. No. Proposed Building Use n2— Building Inspector Date ri 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 . .................................... . Plot plans in duplicate/tri licate, signed by preparer of plans........ - 3. Complete plans inplicate riplicate; signed by preparer of plans . . 4. Complete engineered plans and calcs wih et-siUrratare-e" 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 ..................................................... . 2. choc Dis )ct fees paid ................. 13. Sanitation approval from ,�= Health Department ... 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) ... 19. Pre -Inspection for required . , , , Pre-Insperequest to p q •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 authorization ..................................... 25. 26. When you issue the permit, process as follows: V Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. Other n Applicant d1�C Date 3 Copy of plans sent Health Dept., Fire Dept., Other Date 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_maiI—counter by date Contractor, designer, owner, was advised of above required data by—phone —ma II—counter by ,f date Plans checked by DatePlans approved by r �Zllp Date' Sets of plans on hold in File cabinet AP folder / Copy—DPW COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95.965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification -is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) _. 2. I (have/have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: , Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: ' Property Owner! Social S rt &mber Date / NOTE: This.Owner-Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety. Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. 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 � SAX) VNER 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. iJSE L/ /DE //,t//F02 A -A R/SE A � /0 AC/ d/vc 7 vsS CAZcS e o p� c -re f�LVM B/,✓6 A V 0 Td� OUT 7 /it M,RF ETF H CC 11A /'-J C-11 /A/ tTA 4-4..4 r/ ow/S :.j �r Inspector Date �� ".,�.`i'f.'L�t'i�.�`"C �J��:.kr"A'w,t�..rya�L��'~f'M-`Mr.-.-y s,. «:-..a^::_.�r,M r;✓.. ,..:��.,.....�'�.-. r...:�,:"zr"s--e?L .'� COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2.751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE -70, V� OWNER 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 ! Inspector. LL NTdAM Date �' _--A^ 0 V —e FALLON COMPANY 2890 THIRD STREET AUBURN.CALIF DATE: 5-17-89 ----------------------- JOB NUMBER: JOB DESCRIPTION: paelman basement R E T A I N I IV G W A L L D E S I G N STEM DESIGN OF CONCRETE BLOCK FMI..... 11500 PSI FC' OF BASE CONCRETE..................... 2,000 PSI DESIGN STEEL STRESS..................r 20,000 PSI EQU-IVALENT FLUID PRESSURE. ...:...._..:. 30 PCF_-. SURCHARGE............. ........:...... 0.00 FT . S T E M M O M E N.T S A N D S H.E A R S DISTANCE FROM SHEARS MOMENTS TOP OF WALL(FT) POUNDS.- FOOT -LBS.. 1 15 5 2 60 40 135---..- 135 4 240 320 5 375 .: _... 625 6 540 19080 7 r." 735 1,715 DISTANCE FROM DESIGN AREA OF COMP SHEAR TOP OF WALL(FT) DEPTH(IN)- STEEL(SI) STRESS STRESS 5.30 0.00 1 0. 3 .... 5.30 0.01 10 i...l 3. 5..30 , .:- 0.02 32 2.4 4 5.30 0.04 77 4. 2- 5 5.30 0.08 150 6.6 6 9.30 0.08 84 5.4 7 r 9.30 - 0.12 134 7.4 JOB NUMBER: 8912 JOBDESCRIPTION: poelman basement B A S E D E S I" G N ; SOIL DENSITY .........................y... 100 PCF ALLOWABLE BEARING PRESSURE........... 11500 PSF LATERAL BEARING PRESSURE ............. 250 PSF/FT. COEFFICIENT OF FRICTION .............. 0.30 FC' OF BASE CONCRETE ................. 29000 PSI THERE IS A SLAB OVER THE TOE. SLOPE OF BACKFILL (RISE/RUN)_.......... 0.00 IMPOSED AXIAL LOAD..........::......... 19200 PLF. DESIGN TOE LENGTH............:........ 2.00 FT. DESIGN BASE LENGTH................. -3. 60 FT. DESIGN EFFECTIVE DEPTH ................ 8.66 IN. TOE STEEL ................................. 0.179 SO..:..I N. / FT. HEEL STEEL ........................... 0.045 SO. IN. / FT. DESIGN TOE PRESSURE..... ............. 19350 PSF DESIGN HEEL PRESSURE ................. 239 PSF NO KEY IS NEEDED. T OVERTURNING SAFETY FACTOR ............. 2.5 --------------------------------------------- ----------------- S U P P L E.M E N T A L B A S E D E S I G N IMPOSED AXIAL LOAD ................... 0 PLF DESIGN TOE LENGTH..........:.............. 2. 00 FT'. DESIGN BASE LENGTH .................... 3.60 FT. DESIGN EFFECTIVE DEPTH... ............. 8.66 IN. TOE STEEL .................................. 0.141 SO. IN. / FT, HEELSTEEL ........................... 0.082 SGS. IN. / FT DESIGN TOE PRESSURE .................. 11187 PSF DESIGN HEEL PRESSURE ................. 0 PSF NO KEY IS NEEDED. OVERTURNING SAFETY FACTOR............. 1.6 ol, Es E. aNo. 17,300 June 30,1989. EXP DATE C i VIL fi CAI.�� u d tet c -n t.o DPW AGRICULTURAL STATEMENT OF ACKNOWLEMEMENT FOR RESIDENTIAL DEVELOPMENT Section 26-ti.1 of the Butte County Code requires Lhis acknowledgement be recorded prior to .issuance of a building permit. MM COMPARED VMH t@IG1d�lAI DOC1 IM12Kff The property described herein is adjacent to land or :included within an area zoned for agricuttural purposes, and residents of this property may be subject to incon- veniences or discomfort arising from the tin 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, 0g Oi)t9IR�; spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has esLabl.ished agrictil Lural zones which have as a priority use for productive agricultural. purposes, :inn r-vsid(-n1.:. within said zones and on adjacent property should be prepared to accept such incOnvv11ic�nc-c' . or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of .California, described ;is follows: dr,4W 04'- P�oRerTJ� sir�.�1e i� �e av v1y of,C�aTl� Ole- W/4 f C,�,lif iiYii9 Descr4ezI.4S �oL�o�,Gls/ e L .4 S .Silo g111off/ 04re er iv � ��e /�fe,,l� � f ..Se cT ol�S .3.4�1/n�/O 7'/y/1�� /��.�./ /s'I ,O,/yl. >-s�/a!��PceL �✓l/f��. -. �P-Xa, 141 ,�ovk' �y o . � KC e! Date: 3 'i3 —F` PROPE�fj OWNERS : State of r fes) On this the day of P -t ✓ -YI-G SS. the undersigned Notary PublicP06 AA --7— 6 - , ersonally appeared County of t/''f)� ) before mcg, . Personally known to me. Proved to me on the basis DANIEL F. HUNT 0 of satisfactory evidence. ■ NOTARY PUBUCeCALIFOFM t1be the person(s) whose name(s) S p Butte County --- MyCWftb*one�IrMoatt,1M s scribed to the within instrument n ackn e ,ge ld la moungeanaaaaaaaasaaaaaaa,fkcuted the same for the purpose t erein cont`a-i n c1. N ITNEtiff I hereunto set my hand ancf oQfici.alfze�l.. Present A.P. No. Notary Pult ic: MaNNIMINNOTIFEEM Mr. James F. Glander County of Butte Building Department 7 County Center Drive Oroville, CA 95965 Subject: Complete Plan Check Project: Robert Poelman - 16 Old Forbestown Road (916) 872-0254 April 10, 1989 The submitted Plans, Structural and Energy Calculations were reviewed and the required additional information and revisions noted in red, and listed on the "Plan Checking Guide". Resubmittal of Plans and Calc's (Structural & Energy) is required. Please return the marked -up material with your resubmittal. Enclosed: 1 set of Construction Plans 1 set of Structural Calc's 1 set of Energy, Calc's Statement �\ Sincerely yours, e�f�s - �� C, a�y Frank L. Tyukos 4WAI ele�ic /9 Y /94776- 4WA/7 Y i RESIDENTIAL PLAN CHECKING GUIDE 7/85 (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # OWNER A.P. # TEL — L9 — GENERAL 1. Zoning requirements: (sideyards 2. Valuation. Plans signed by designer. �- Energy Design and Compliance. 5. Existing violations on property. PLOT PLAN and number of permitted living units). Complete parcel size and dimensions,��1'(7-�1Qf� Setbacks, sideyards, easements, etc. .3� Other buildings or structures. ,4-,' Grading, fills, drainage. Flood hazard. ,6! Special conditions on creation map or compliance document. FLOOR PLAN /Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). l3' Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). G.F.C.I.'s in baths, garage and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment, and plumbing fixtures. A-61 Garage firewall, door size, and closer (Sec. 503(d)(3)). 1 - 3'0" exterior exit door (Sec. 3304(e)). Fireplace and wood stove location. f Smoke detectors (Sec. 1.210). STRUCTURAL DETAILS 1 Foundation plan complete enough -:to construct building. 2 Floor construction details complete enough:to construct building. '3 Elevations and wall construction details complete enough to construct building.. PRoof construction details complete enough to construct building. Fireplace construction details and calcs if necessary. /14 Sufficient data and details to satisfy energy requirements (State Law) (Form 1). SCELLANEOUS ITEMS TO LOOK OUT FOR _,I— Exposure I plywood on exposed locations and overhangs. Stairway details: landings, rise and run, head clearance, Guardrail details (Sec. 1711 & 3306(j)). Brick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof covering (Chapter 32). Rafter ties or bearing ridge beam. handrails (Sec. 3306). . s A% RESIDENTIAL PIAN CHECKING GUIDE (CONT'D) 7/85 u ' MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D) e'. Garage door or porch header sizes. Adequate bracing. X16. Living area over garage - complete 1-hour separation required on garage side including supporting walls and posts, etc. .kl: Two exits on three-story dwellings (Sec. 3303 & see Mezannines 1716). Attic access and ventilation (Sec. 3205). Underfloor access and ventilation (Sec. 2516). Wood stoves, clearances; alcoves & 1-hour shafts. Combustion air for fuel burning appliances. je. Noise requirements 'on duplexes. Adobe soils - special foundation design. Retaining walls requiring design. Unusual shape, size or split level house requiring lateral design. TITLE 24 REPORT FOR: POLEMAN RESIDENCE Forbestown Read Butte., C:c un"**t y AP4# 73-160-039-0 X39-0 PROJECT DESIGNER: Original Lincoln Lags Ltd. 13650 Bowman Road Auburn, Ca. '35604 ( 916) 823-5647 OWNER.: Robert Pal eman 14080-'Orovi'l 1 e Court r'remont , Ca. 134555 REPORT PREPARED BY: Douglas Fallon 175 Sheilds Ave. Auburn, Ca. 95603 ('316) 83-3460 Jab Number: 89-157 Date: 5/17/19e9 MAY 17 1989 3 The COMPLY 24 computer program has been used to perform the calculations summarized in this compliance report. This program has interim approval and is authorized by the California Energy 1=:ommission for use with the Second Generation Nonresidential Building Energy Efficiency Standards for Nonresidential Occupancies. Second Generation Residential Occupancies shown to comply with this program conform to the results produced by the Public Domain Point System, dev.eloped.by the California Energy Commission. This program developed by Michael Gabel Associates (415) 428-0803. u. Table Of Contents for Title 24 Report ------------------------------------- Cover Page .................-...... ..... .............................. 1 Table of Contents ........................................................... Form CF -IR Certificate 'of Compliance: Residential 3 Form MF -1P, Mandatory Measures Checklist: Residential .............. 6 Farm P -2P. Points System Summary ............... S Form WS -1R Points Thermal Mass Worksheet ............................. '3 Domestic_ Hot Water Worksheet ......................................... 10 HVACZone & Space Loads Summary ..................................... 11 r t CERTIFICATE OF C:OMPLIANC:Ei Residential (part 1 of 3). CF -IR page 3 of 13 ----------------------------- ------7-- Project: -- Pro.ject: POLEMAN RESIDENCE 1 COMPLY 24 v 2.21 Designer: Original Lincoln Lags Ltd. f Building Permit No Location: Forbes Town Date: 5/17/1' 8'3 ' rhea wed P Documentation: Douglas Fallon -------------------------- PROJECT ADDRESS Forbestown Road Butte County AP# 73-160-039-0 GENERAL INFORMATION Compliance Method: - Climate Zone: Total Conditioned Floor Area: Building Occupancy: Front Entry Orientation: Floor Construction Type: Infiltration Control: BUILDING SHELL INSULATION ' .Date ( User # MOB) -------------------------------------- I— Point System 16 1310 Qft Single F -am Det. North/East/Scut est (circle one) Raised Standard Component --------- .. Area U -Value. Location/Comments 6" CEDAR LOG ---- 826 ------- ------•------------------------------ 0.1199 1ST FLOOR P.-11 Frame Wall 347, 0.0978 BASEMENT/GUEST ROOM F.-19 Frame Wall " -128 0,0655--BASEMENT/GUEST ROOM R-30 Roof/Gyp Ceiling 1136 0.0355 IST FLOOR R-19 Raised Floor 1120 0.0381 1ST FLOOR/R-6 Crawlspace Carpeted Slab 270 0.7200 BASEMENT/GUEST ROOM/Slab F2 Val THERMAL MASS Thick Mass Material Area (..in) Type Location/Description Wood, Sol id/Logs 626. 6.000 00 Ex posed. .1ST FLOOR/Ext Mass Concrete; Heavyweight— 270 3.500` Covered BASEMENT/GUEST ROOM/Int Mass I i=ERTIFICATE OF i_OMPLJANCEe Residential (part 2 of 3.) CF -IR page 4 of 13 Pr o.j ec t : POLEMAN RES I DEM=.E_ 1 COMPLY 24 v 2.21 Designer: Original Lincoln Lags Ltd._ 1 Building Permit No. Location: Forbes Town Date: 5/17/1989 f Checked By Documentation: -------------------------------------------------------- Douglas Fallon : Date (User # 180e) ----------------------- - SHADING i_ OEFF GLAZING Glass Glass Glass w/Int Orientation Area Type"- U=Val Only Shade Description West 72.0 Double 0.65 0.88 0.75 Double/Nonwhite Drapes East 45.0 � D. LibI a 0.65 0.88 0.75 Double/Nonwhite Drapes-,., rapes- East East 40.0 Special 0.23 0.70 0.68 Heat Mirror/Nonwhite Dr South 15.0 Special 0.23 0.470 0.68 Heat Mirror/Nonwhite Dr North 30.0 -Double 0.65 -0.88 0.75 Double/Nonwhite Drapes East 35.0 Double 0.65 0.88 0.75 Double/Nonwhite Drapes SHADING (for Glazing above)ie Over Orientation. Exterior Device Se hang .Framing Type West 50 % Bug Screen 0.84 2.0 W -o od Wind w/Mul l ions East 50 % Bug Screen 0.84 2.0 Wood Wind w/Mullions East 50 % Bug Screen 0.84 2.0 Wood Wind w/Mull ions South 50 % Bug Screen Q.84 0.U___.,Wood Wind w/Mullions ° North 50 % Bug Scr.een-.. 0..84 0.0 Wood Wind w/Mul l ions East 50 % 'Bug 0. 84 0.0 Wood. Wind w/Mul l ions CERTIFICATE OF COMPLIANCE: Residential (part 3 of 3) CF -IR page 5 of 13 ----------------------------------------------- ------- ------------------- Pr o.� ec t : POLEMAN RESIDENCE � COMPLY '�4 v '� 1 Designer: Original Lincoln V gyLtd. ; Building Permit No Location: Forbes Town Date:'5/17/1989 1 Checked By Documentation: Douglas Fallon 1 Date (User ,# 1808) ------------------------------------------------------------------------------ HVAC SYSTEMS' Min Autput Duct Duct Manufacturer/Model No. System Type Eff (Btuh) Location Ryal c:or approved equal) - Gas Fired 0.720 300000 Vent. Crawl Space 2.1 TO I LOT I ( WOOD STOVE) . No Cooling 8.900 (assumed) Max. Furnace Output: 1.3 x 07188 Btuh + (10 x 1390 sgft)] = 53414 Btuh Cooling Exception: CFM Cooling (see Load Calcs) requires Btuh HOT WATER. SYSTEMS Tank Manufacturer/Madel No.. # of Energy # of System Type Volume (or app`r owed equal) Sys Credits Pumps ------------------ ------ ----_,-=--------------- ------------ ----- Gas Fired 50.0 Std Gas 50 gal or less- 1 3435 0 SPECIAL FEATURES/REMARKS (Add extra sheets if necessary). COMPLIANCE STATEMENT This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Chapter -53 and Title 20, Chapter 2, Subchapter 4jAr.ticle 1 of the talifornia Hdministrative Cade. This certificate has been signed by the individual with overall design responsibility and the b6ilding 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 _ Original Lincoln Logs Ltd. 13650 Bowman Road - Auburn, Ca. 95604 (916) 823-5647 License No: - Signed: DOCUMENTATION AUTHOR, Douglas Fallon 175 Sheilds Ave. Auburn, Ca. 95603 (9i6) 823-34 Signed: BUILDING OWNER Robert Poleman 14080 Oroville Court Fremont , -Ca. 94555 Signed•- ENFORCEMENT AGENCY Name: Agency: Telephone: ane• Signed: MANDATORY MEASURES CACKLIST (part 1 of 2) MF -IR page E of 13 Pro.je_t: Project: POLEMAN RESIDENCE-, -------------------- 1 - COMPLY 24 v 2.21 Designer: Original Lipgolh Logi Ltd. ; Building Permit No Location: Forbes Town Date: 5/17/1989 1 Checked By Documentation: ----------------------------------------------------------- Douglas_ Fal 1 on I Date (User # IeOB) ------------------ NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approachused. Items marked with an asterisk (0 may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. -.When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on -this -checklist only. r BUILDING ENVELOPE MEASUPES Enforcement. o Sec. 2-5352(a): Minimum ceiling insulation R-49 weighted average. o Sec. -5352(b): Loose fill insulation manufacturers labeled R -Value. o Sec. 2-5352(c): Minimum _wal 1" insul at ion .in framgd walls R-11 weighted average (does not apply to eater icer .mass walls) . o Sec. 2-5352(k): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate nci greater than 2.0 perm/inch. o Sec. 2-5311: Insulation specified or installed meets California Energy C:omAbsion (C:EC) quality standards. -Indicate type and form. - o Sec. 2-5352(f): Vapor barriers mandatory in Climate Zones 14 and 16 only. o Sec. 2-5317: Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air 1_eakage. b. Doors and windows certified. c. Doors and windows weatherstripped; all .joints and penetrations caulked anis sealed. o Sec. 2-5352(e): Special infiltration barrier installed to comply with Sec. -5351 meets C:EC quality standards. o Sec. 5352(d): Installation of Fireplaces 1. Masonry and factory -built fireRlqces have;__ a. Tight fitting, vlopeable metal .car glass door , b. Outside air 1,nt-ake with damper and controlz c. Flue damper and control 2. No continuous burning gas pilots allowed. 0 MANDATORY --------------------------------------------------------------------------- MEASURES CHECKLIST (part 2 of 2) MF -1R page 7 of 13 Pro.ject: POLEMAN RESIDENCE- ; COMPLY 24 v 2.21 Designer: Original Lincoln Logs Ltd. Building Permit No Location: Forbes Town Date: 5/17/1'38'i Checked By Documentation: ------------------------------------------------------------------------------ Doug 1 as Fa 1 1 c in V Date ( User # - 1808:). HVAC AND PLUMBING SYSTEM MEASURES Enforcement o Sec. 2-5352(g) and 2"5303: Space conditioning equipment sizing: attach calculations. o Sec. 2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. o Sec. -5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC:. o Sec. 2-5316(b): Exhaust systems have damper controls. o Sec. 2-5314(c) :..Gas-fired Space heating equipment: has intermittent ignition devices.l" o Sec. 2-5314: HVAC. equipment, water heaters, showerheads and faucets certified by the CEC. o Sec. 2-5352(i): Water heater -insulation blanket (R-IR.or �r greater) or combined int.grinrlexterfor insulation (R-16 or greater); first 5 feet of pipes closest to tank insulated (R-3 or greater). o Sec . 2-5312 (Except i� �n I) : Pipe insulation � �n steam and steam condensate return &< recirculating piping. o Sec. 2-5318(d): Swimming Pool Heating 1. System has: a.' On/off swit h -cin heater. b. Weatherproof instruction plate on heater. c. Plumbed to -allow for -solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. LIGHTING AND APPL I ANCO MEASU' RES o Sec. 2-5352(.j): Lighting --5 lumens/watt on greater for general lighting in kitchens and bathrooms. o Sec. 2-5314(c): Gas fired appliances equipped with intermittent ignition devices. o Sec. -5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. POINTS SYSTEM SUMMARY: CLIMATE --------------------------------------------------------------------------- ZONE 16 ----- 30.0 F -2R page 8 of 13 Project: POLEMAN RES I DENT=E ---- - I COMPLY 24 v 2.21 Designer: Original Lincoln Lags Ltd. 8.6 I Building Permit No Location: Win: F� �rbes Town Date: 5/17/1-989 1 c. South C:hec F.ed By Documentation: Douglas Fallon ------------------------------------------------------------•---------------- x 0.47 1 1. 0 = 1808) Date (User # d. West 72.0 - 5.2 x 0.59 BUILDING DATA ------------- 0.92.=. 2..8 0 e. Skylight Conditioned Floor Area 1390 sgft Number 6f Stories 0.00 2 _ Occupancy Type Single Fam Det 8. Shade Closed Area % Glass SCORE LARD Measure OH Points 1. Roof*Insulation 0.0355 (U -Value) 2.2 -1 0.50 2. Wall Insulation 0.1086 (U -Value) 1 -14 .0 3. Raised Floor InSU14t fon ' 0.0381 (U -Value.) .. 1. .v, 0.89 = 3.8 -2 .c. South 15.0 _ .1.1 3a. Controlled Vent Crawlspace 0.0 (N -,-Value) 1.00 = -2 ' 4. Slab: Edge Insulation 0.7200 (f2 factor) 1' 1 x 0.50 5. Infiltration Standard 2.2 1 e. Skyl ight 6. Glass Heat Loss 0.55 17.1% 10. 00 4 - 0.0 0 9. Interior Sum 1-6 -13 7. Shade Open Area 7. Glass SC OH Eff % I a. North ----- 30.0 ------- 2.2 x ---- 0.59 ---- - ----- 1.3, -1 b. East 120.0 8.6 x 0.55 x, 0.95 _ 4.5 2 c. South 15. o''. 1 . 1 x 0.47 x 1. 0 = 0.5 -8 d. West 72.0 - 5.2 x 0.59 x 0.92.=. 2..8 0 e. Skylight 0.0 0.0 x 0.00 _ u.0 0 8. Shade Closed Area % Glass SC OH Ef"f a. North 30.0 2.2 x 0.50 = 1 . 1 1 b. East 120.0 8.6 x 0.49 .v, 0.89 = 3.8 -2 .c. South 15.0 _ .1.1 x 0.46 x 1.00 = 0.5 4 d. West 72.0- 5.2 x 0.50 x 0.86 = 2.2 1 e. Skyl ight 0.0. 0.0 x 10. 00 - 0.0 0 9. Interior Thermal Mass 1.00 4 10. Exterior Wall Mass 0.38 5 Sum 7-10 11. Heating System 0.7.20 SE x 0.78 Duct Eff = 0.56 Eff SE Zonal Control: No 12. Cooling System. 8. 900 SEER x 0.84 Duct Eff =. 7.48 Eff SEER 13, Water Heating (see. DIAW Worksheet) - Point Total: 6 0 1 7 1 THERMAL MASS WORKSHEET WS -1R page 9'of 13 Project: POLEMAN RESIDENCE -" COMPLY 24 - v 2.21 Designer: Original Lincoln Lags Ltd. 1 Building Permit No Location: Forbes Town' Date: 5/17/1989 1 c=hecked By Documentation: D0Uglas-Fallen ----------------------------------------------------------------------------- 1 Date (User # 1808) INTERIOR THERMAL MASS Interior Interior Sides Wall Mass Masa Mass Mass Material Thick ---------------------- ----- Exposed ------- U -Value ------- Area Factor ------ Capacity Concrete, Heavyweight 3.50 0 -------- 270.0 x 1.8 = -------- 486.0 Wood, Sol id/Logs 6.00 L' 0.1199 826:0 x 1.1 = 908.6 TOTAL 1394.E INTERIOR MASS FACTOR 1394.6 IMC-: / 1390 sq f t - 1.00 * Mass listed above with a Wall U -Value denotes the Interior Mass'credit for Exterior Mass Walls, and are repeated below for Exterior Mass credit. 0 Sides Exposed indicates mass covered with surface material := F.-'. EXTERIOR MASS WALLS_ Exterior Exterior Sides Wall Mass Mass Mass Mass Material Thick ---------------------- Exposed U -Value Area Factor c=apacity Wood, Solid/Lags 6.00 1 0.1199 826.0 Y 0.6 = --- 495.6 Other Opaque Wall Area 0.0 x 0.0 = 0.0 TOTAL 495.6 EXTERIOR MASS FACTOR _ 495.6 EMC / 13.11 .sq f t = 0.38 ,DHW WORKSHEET ONE: STORAGE TYPE GAS OR ELECTRIC: page 10 of .13 --------------------------------------------------------------------------- Pr of ec t : POLEMAN RESIDENCE ; COMPLY 24 v 2.21 Designer: Original Lincoln Legs Ltd. Building Permit No Location: Forbes Town Documentation: Douglas Fallon Date: 5/17/1989 1 Checked By Date (User # 1808) --------------------------------------- A EQUIPMENT DATA -------------------------------------------------------------------------- 1 'Water heater type SG Enter SG or SE 2 Manufacturer & 3 Model number Climate Zone Std Lias 50 gal or less 4 Ignition device GP GP, gas pilot or IID, int. ignition device 5 Tank volume 50.0 Total gallons, from C:EC: Appliance Directory 6- Recr_;very efficiency 76. i1 :percent' from. CEC:::.Appi iance Directory 7 Standby loss 3:1 Percent/hour, from -C:EC: Appliance Directory 8 Rated input 551100 Btu/hr, from CEC Appliance Directory "1 9 (1 kWh = 3413 Btu) 9 Number of Heaters 1 From building plans (total) B OPERATING DATA 1 Climate Zone 16 2 Water heating budget 22,300 3 Tank set temp. 4 Water main temp. 60.0 5 Daily hot water load """ 50 6 Ambient air temp. 42.8 7 Ad.) Standby Lasses 0.(--)205 1205 8 No. dwelling units "1 9 Number of pumps 0 10 Pumping energy 0.0 C. WATER HEATING ENERGY CREDITS -------------------- : Appendix D k::Btu/yr/unit, see Table 1 F, fixed input F, see Table 1 50 or 35 gAllons'/unit, see Table 1 F, see Table 1 See Table 2 or..Appendix B From building 'plans" (total ) From building plans Watt-hr/yr per Pump, 'see Table 3 1 Credit name See Table 5 2 Annual savings .3435.0 KBtu/yr/dwelling unit., see Table 5 D CALCULATE ANNUAL WATER HEATING ENERGY (KBtu/yr) i Recovery load 8610.0 €CB5 x 8.25 x(140-B4)x 365 x 0.0011-C2)x B8 2 Recovery energy 11328.9im D1 / A6 3 Standby loss energy 7c_117. 2 (24 - 102 x 1000)/(AB x' A9 x 365)11j. x 8.25 x A5 x B7 x 365 x (140-F.16) x 0.001 x A9 4 Pumping energy 0.0 B9 x 810 x 3.413 x 5 0.0:11 u 5 Total energy 18346.2 GAS SYSTEMS: (D2' -.'4-:D3 +-'D4) / B8 ELECTRIC: €C(D2 + D3) x 31 + D41'/ B8 6 Water heating budget comparison 4553.8 KBtu/yr/unit B2 - D5 7 Water heatina budaet 6.6 Pceints (D6 / Floor Area) x 2 r. B8 MVAC ZONE HEATING Y COOL I N5 .. LOAD SUMMARY .:. page 11 of 13 Project: POLEMAN RES.I DENCE ------------------------ f . C:OMPLY 24 v'2,,21 Designer: Original Lincoln -Logs Ltd. ; Building Permit 03 Location: Forbes Town - Date: 5/17/1989 F Checked By Documentation: Douglas Fallon ----------------------------------------------------=---------------------- I Date (User # 1808) HVAC: ZONE DESCRIPTION HVAC Zone Name: HVAC: System Name: System Multiplier: Heating Schedule: Cooling Schedule: Fan Schedule: Sizing Method: Relative Humidity: SPACES IN THIS ZONE - PEAK 1ST FLOOR (Jan 12am) BASEMENT/GUEST ROOM (Jan 12am) TOTAL SPACE LOAD Bypass Ventilation Air ( .: 0 tfmy Supply Duct Conduction Supply Duct Leakage Supply Fan Heat Gain EFFECTIVE SPACE LOAD Ventilation f 0 cfmi Return Air Lighting -.Gain Return Duct Conduction Return Duct Leakage Return Fan Heat Gain TOTAL SYSTEM LOAD 1.4 tons 0.1 tans SYSTEM PERFORMANCE 30000 0 c i AT -DESIGN CONDITIONS _ 0.0 tons 0.0 tons WHOLE HOUSE TOILOTI (WOOD STOVE) 1 Residential Heating Residential Cooling Residential HVAC & Fans COINCIDENT 50 u COOLING HEATING PEAK SENSIBLE LATENT 19879 (Aug. wpm). 13617 504 7309 ( Aug :pm ) 3006 12:: '7188 16623 626 0 c 0 c fm) 0 -0 0 0 0 - 0 0 -0 0 X7188 16623 626 0 ( 0 cfm) 0 --�i 0 0 0 0 0 0 _Q 0 27188 16623 626 1.4 tons 0.1 tans SYSTEM PERFORMANCE 30000 0 c i AT -DESIGN CONDITIONS _ 0.0 tons 0.0 tons SPACE HEATING & COOLING LOAD SUMMARY page 12 of 13 ------------------------------------------------------------------------ Project: POLEMAN RESIDENCE COMPLY 24 v 2.21 Designer: Original Lincoln Lags Ltd. VBuilding Permit No ; Location: Forbes Town' Date: 5%17/1989 ; Checked By Documentation: Douglas Fallon ; Date (User # 1808) SUMMARY OF PEAK, HOUR LOADS FOR SPACE Space Name: IST FLOOR DESIGN CONDITIONS HEATING Peak Hour: Jan 12am Indoor Conditions: 70 F DB Outdoor Condit icons: .__ _:..: `"24 F DE LOAD COMPONENT Btu/hr Wa11.Conduction 4555 Window Conduction 41377 Door Conduction 385 ,Roof Conduction 1857 Skylight Conduction Floor Conduction 2541 Slab Conduction 0 Interior Conduction 0 Infiltration 5564 Solar Gain Lighting Equipment Occupants SPACE LOADS 19879 Btu/hr - COOLING SENSIBLE LATENT Aug 2pm 78--F .DB _.. ... 50 % RH 94 F* DB'.68 F WB Btu/hr Btu/hr .794 1691 .66 1123 0 r8 . -':2 L c=� 1935 6003 765 765 0 504 504 43617 Btu/hr 504 Btu/hr 1.1 tons 0.0 tans SUPPLY AIR QUANTITIES --------------------- Heating: 19879 btu/hr / 11.10 * C105 F Supply - 65 F" TStat)] = Cooling: 13617 Btu/hr 78 F TStat � - .55 F Supply) ] = 452 c f m 548 c f m SPACE HEATING & COOLING LOAD SUMMARY ---------------------------------------------------------------------------- page 1.3 of 1 ? .. Project: POLEMAN RESIDENCE 1 COMPLY 24 v 2.21 Designer: Original. Lincoln Lags Ltd. f Building Permit No Location: Forbes Town Date: 5/17/1989 1 Checked By Documentation: Douglas Fallon ------------------------------------ ------------------ 1 Date (User ------------------- # 1808) SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: - BASEMENT/GUEST ROOM COOLING DESIGN CONDITIONS HEATING SENSIBLE LATENT Peak Hour: Jan 12am Aug 2pm Indoor Conditions: 70 F DP 78 F DB 50 % RH Outdoor Conditions: 24 F DB 94 F DH 68 F WB LOAD COMPONENT Btu/hr Btu/hr Btu/hr Wall Conduction _. 1947 340 Window Conduction 1046 346 Door Conduction .. .654- 1 1 1 Roof Conduction 0 0 Skylight Conduction a Q F1•.••.rr Conduction 0 Slab Conduction 2321 Interior Conduction 0 c� Infiltration 1341 46'7 -Sothr Gain 1002 Lighting -184 Equipment 184 Occupants 12 122 SPACE LORDS 7309 Btu/hr 3006 Btu/hr 122 Btu/hr' h.3 tons 0.0 tons SUPPLY AIR QUANTITIES --------------------- Heating: 7309 Btu/hr / E1.10 * (105 F Supply - 65 F TStat)] = 166 cfm Coaling: 3006 Btu/hr-/ 11.08 * ( 78 F TStat - 55 F Supply)] = 121 cfm A., A 0-1-RUCTURAL CALCULATIONS OR Jors CT, PREPARED BY. DONALD E. FALLON, RCE 17300 -RY LANE 2041 COUNI AUBURN, CA 9 r5j 6 0 3 TEL. '(916) 88c -4_4 10 E BUM COUNTY 0 BUILDING DEPARTMENT NO 17.3 JAI -APPROVPD (P MAY 1 7 1989 li If A., A 0-1-RUCTURAL CALCULATIONS OR Jors CT, PREPARED BY. DONALD E. FALLON, RCE 17300 -RY LANE 2041 COUNI AUBURN, CA 9 r5j 6 0 3 TEL. '(916) 88c -4_4 10 E BUM COUNTY 0 BUILDING DEPARTMENT NO 17.3 JAI -APPROVPD (P MAY 1 7 1989 * BEAM DESIGN AND ANALYSIS PROGRAM NO.1 * � `.COPYRIGHT 1982 -BY ' DISCO -TECH, SANTA ROSA, CA.'- FOR A. - FOR USE BY - FALLON COMPANY 2890 THIRD STREET AUBURNICALIF JOB NO. 8912 � 5-17-89 POELMAN RESIDENCE LOG HOME STRUCTURAL CALCS � BEAM GEOMETRY ' ' ' ' ---------- ---------- 140 LB/FT___________ ( ____140_LB/FT | .. -------------------------------- -_________-__ | 1.0 FT |' 8.0 FT | BEAM DESCRIPTION: DECK JO--'~ | | �i � .OVE�.�LL BEAM LENGTH (FEET)....... 9 DISTANCE TO LEFT SUPPORT'6zT).... 1 DISTANCE TO RIGHT SUPPORT (FT)".. 9 (DISTANCE MEASURED FROM LE -T END) LOADINGS LOAD DESCRIPTION: - - -_� - ---- � � ` Arn' ^r opf - \ � - - ., .��.. '. ./`. . � ., ` | . � ... " / ` . � LOADINGS LOAD DESCRIPTION: - - -_� - ---- � � ` Arn' ^r opf - \ � - - MATERIAL_PROPERTIES ELASTIC MODULUS (MEGA PSI)....... 1.7 ALLOWABLE BENDING STRESS (-PSI)... 1450 ALLOWABLE HORIZ. SHEAR. (PSI .)..... 95 ALLOWABLE OVERSTRESS (X) ...... 0 ... MAXIMUM ALLOWABLE STRESS (PSI)... 1450 MAXIMUM ALLOWABLE SHEAR (PSI).... 95 SECTION_ PROPERTIES FOR A 1.5 X 7.25 ZX v/4: o z Z 4 BENDING STRESS (PSI) ........ 991 -' SHEAR STRESS (PSI>....:... 67 " DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0. 22 FEET... - -- . MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) TIP OF LEFT CANTILEVER -0.06 0.00 CENTER SPAN* 0.15 5.01 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 625.43 4, . I n n ��%�� j�� flog ��' .. � i, ,..` �.��•... __ , .e.�'Jo/vim �.r�,t/e"�� Ld • /� !�-T I. � . i � l i i , t n L �� "mom. �• � ' � � � � � . " � n M ti. baa x 40 = l QL-* est. �� Z14 OGS mac gewe ,'_' . - ait/ Ap w i n , 1 ! 9 .� 4C� (40AAC- AZT, WALL ' �3q� - � � I i : i i ! i i I .-.i--....--_i.. i zoo - ;- 1 , a 1r-,0'7.574 ' z _ gooier TyPEAp Ni 1 f Alp _ ....-- - :--�-•---�-'- is 4-4 �. t. 7-rPE- 45- r'Y14:25r- f 330 — 44OAbcr n 'fid �' r: �.�• �. • � mil'/�' � S.o �"S �' L'�. 42F 9.11,111C "%6 • �,�Si4 Com' 2 4" O,C . %�'�E- � 3 :%✓J+' O sT°.Cs � ; � 'oma . w B am[ na no 0 m I M-1 i 0 1 INS linvii MUME M Emli ROI. ✓flEE77.. Ale 14V6Z$ Ag .i9S6D D�+tJ • ! ..... EX.A�,�rj�oLE' : 7Y/� f� 1�J��c. -- /'J�z �pG�' � .. - �- - -- -- - •.:.I _ . ii • Res C 7� tic I>i+w.� ��-�•.c./ . ou y'�Ga' f..•�•�.../��t�I�- � 8�: - . � . __ � ._ _. .oW/O �'.�r�-,� ��- ��. � •� � , � :. .. . - - - ,��h o�;� iia :- 7175— W 0-4,7 -*-46.6-0 7� S/� r/Ei2- l X89 Q/�-r1 [..c9 - 111� ¢� ��9�•t r.�l� �tC'M��.. TIS S �•t�rtT�7' AZ $io ��d' — Z�� °�� X /• 3 3 ' 3t�4 �� 7'D _3470 074 BEAM DESIGN AND ANALYSIS PROGRAM NO.1 COPYRIGHT 198E BY DISCO -TECH, SANTA ROSA, CA. ..." _ FOR USE BY F'ALLON COMPANY '28.90 THIRD STREET AUBURN,CALIF - JOB NO. 89-12 1-30-89 POELMAN RESIDENCE LOG HOME STRUCTURAL CALCS ` BEAM GEOMETRY 720 LP/FT 6. 0 FT BEAM DESCRIPTION: LOG.HEADER - OVERALL BEAM LENGTH (FEET).,.-..-.;. 6 DISTANCE TO LEFT SUPPORT (FT)_-.--. . . 0 ' '- DISTANCE TO RIGHT SUPPORT (FT)... 6 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: W= 45 X 16 .720 PLF UNIFORM LOAD ON CENTER SPAN (PLF).............- 720 LOAD_ CALCULATIONS REACTIONS: LEFT SUPPORT = 21160 POUNDS. RIGHT SUPPORT = 2, 160 'POUNDS. " MAXIMUM MOMENTS AND SHEARS: DESCRIPTION MOMENT('#) SHEAR(#) LEFT SIDE OF LEFT SUPPORT 0 0 RIGHT SIDE OF LEFT SUPPORT 0 21160 LEFT SIDE OF RIGHT SUPPORT 0 -21160 RIGHT SIDE OF RIGHT SUPPORT—— 0 0...' CENTER SPAN AT 3. 00 FEET FROM LEFT SUPPORT -31.240 0 "MATERIAL_ PROPERTIES ELASTIC MODULUS ( MEGA PSI) ......... ALLOWABLE BENDING STRESS. ( PSI ).... 925 .ALLOWABLE HORIZ. SHEAR (PSI)::... 70 ALLOWABLE OVERSTRESS (%)......... 15 MAXIMUM ALLOWABLE STRESS (PSI)... 1063.75 MAXIMUM ALLOWABLE SHEAR (PSI•).... 80.5 .SECTION PROPERTIES FOR A 5.75 X 7.75 LENDING STRESS (PSI)...... .. 675 SHEAR STRESS (PSI)........ 57 _. DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.09 3, 00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 763.37 • n ' ' ` = � BEAM DESIGN AND ANALYSISPR8GRAM NO. 1 * . COPYRIGHT 1982 BY DISCO—TECH, SANTA ROSA, CA. FOR ,USE BY — - -- ^~ FALLON-COMPANY ' v 2890 THIRD STREET AUBURN,CALIF JOB NO. — 89 12 1-30-85 _ pOELMAN RESIDENCE LOG HOME STRUCTURAL CALCS BEAM GEOMETRY � ��------��---�� | 769N LB/FT ' | ' ' ------------ !, | ' | 10.0 FT ' BEAM DESCRIPTION: FLOOR BEAM O/ BASEMENT OVERALL BEAM LENGTH (FEET)....�.. 10 DISTANCE TO LEFT SUPPORT. (FT).r.-;. 0 - DISTANCE TO RIGHT SUPPORT(FTT... 10* (DISTANCE MEASURED FROM LEFT END) - ` LOADINGS ` LOAD DESCRIPTION: W= 14 X 50 = 700 PLF UNIFORM LOAD ON CENTER SPAN (PLF)............ 700... . ! � LOAD rA|r|xmTrnmcz ' REACTIONS: LEFT SUPPORT = 3,500 POUNDS. ' RIGHT SUPPORT = 3v500 -POUNDS. ' MAXIMUM MOMENTS AND SHEARS: .' �--' DESCRIPTION MOMENT('#) SHEARW. LEFT SIDE OF LEFT SUPPORT � � � 0 0' RIGHT SIDE OF LEFT SUPPORT 0 31500 LEFT SIDE OF RIGHT SUPPORT 0 —39500 RIGHT SIDE OF RIGHT SUPPORT 0 0 CENTER SPAN AT 5.00 FEET FROM LEFT SUPPORT —8,7569 0 � Go 'MATERIAL PROPERTIES ELASTIC MODULUS (MEGA PGI)....... 1.7 ALLOWABLE BENDING STRESS (PSI)';,.� 1300 ALLOWABLE HORIZ. SHEAR (PSI).~... 85 - ALLOWABLE OVERSTRESS (�)....��r... 0- -` MAXIMUM ALLOWABLE STRESS (PSI)... 13069 MAXIMUM ALLOWABLE SHEAR (PSI).... 85 SECTION PROPERTIES FOR`A 5.5 X 9.5 : �^�� 3x � ' BENDING STRESS (PSI)... ...'.` 1/p69 SHEAR STRESS (PSI)......... 85 - ' DEFLECTIONS ' BASED ON NO. OF MATRIX POI'NTSUSED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: ' DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.24 5.06) _ ' - DEFLECTION FACTOR = CENTER ' SPAN / MAXIMUM DEFLECTION�- 507."97 = _ � * BEAM DESIGN AND ANALYSIS PROGRAM NO.1 COPYRIGHT 1582 BY DISCO -TECH, SANTA ROSA, CA. FOR USE -BY - _. FALL.ON COMPANY 2890 THIRD STREET AUBURN,CALIF JOB NO. 85-12 1-30-89 POELMAN RESIDENCE LOG HOME STRUCTURAL CALLS BEAM GEOMETRY ---------------------------------------- i 1300 LB/FT I--------------------------------------� 6. 0 FT BEAM DESCRIPTION: HEADER 0/ BASE WINDOW OVERALL BEAM LENGTH (FEET)...._.... 6. DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT. SUPPORT . (FT_) .. , 6.. .(DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: W= 1300 PLF UNIFORM LOAD ON CENTER SPAN (PLF)............ 1300 LOAD_ CALCULATIONS REACTIONS: LEFT SUPPORT = 39900 POUNDS. RIGHT SUPPORT = 3,900 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION MOMENT('#) SHEAR(#) LEFT SIDE OF LEFT SUPPORT 0 0 RIGHT SIDE OF LEFT SUPPORT 0 31900 LEFT SIDE OF RIGHT SUPPORT 0 -39900 RIGHT SIDE.OF RIGHT SUPPORT 0 0 CENTER SPAN AT 3.00 FEET FROM LEFT SUPPORT -51.850 .0 MA TERIAL_PROPERTIES ELASTIC MODULUS (MEGA PSI).....:. 1.7 ALLOWABLE BENDING STRESS (PSI).:. 1300 ALLOWABLE HORIZ. SHEAR (PSI)...-... 85 ALLOWABLE OVERSTRESS (/)......... 0 MAXIMUM ALLOWABLE STRESS .(PSI.)... 1300 MAXIMUM ALLOWABLE SHEAR (PSI).... 85 SECTION_ PROPERTIES FOR A 5.5 X 9.5 BENDING STRESS (PSI)........ 849 SHEAR STRESS (PSI)... 8c DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE -ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET.. -. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.06 3.00 DEFLECTION FACTOR = CENTER -SPAN L MAXIMUM DEFLECTION= 1.266.30 ` ` -' - ^ . * BEAM DESIGN AND ANALYSIS PRBGRA-'wO.1 COPYRIGHT 1982 BY. .' %)ISCO-TECHv SANTA ROSA, CA. ' FOR USE BY � � . FALLON COMPANY` 28�@ THIRD STREET AUBURN, CAL�P-'7* JOB NO, 8912 ' 5-17-88 POELMAN RESIDENCE LOG HOME STRUCTURAL CALCS ` BEAM GEOMETRY ` � - 355 LB/FT 10.3 FT BEAM DESCRIPTION: DECK GIRDER OVERALL BEAM LENGTH (FEET)......' 10.3 DISTANCE TO LEFT SUPPORT (FT)..." 0 DISTANCE TO RIGHT SUPPORT (FT). --ii. 10.3 (DISTANCE MEASURED FROM LEFT EN[}) - ' LOADINGS � LOAD DESCRIPTION: W= 709/2 = 355 PLF UNIFORM LOAD ON CENTER SPAN (PLF) ` . . . . . . . . . . . . 355 LOAD CALCULATIONS ` . ' / REACTIONS: � LEFT SUPPORT := 1,828 POUNDS. RIGHT SUPPORT = 11828 POUNDS. . - �1� Ni�, _ . ` MAXIMUM MOMENTS AND SHEARS -.- DESCRIPTION MOMENT('#) SHEAR(#) LEFT SIDE OF LEFT SUPPORT 0 RIGHT SIDE OF LEFT SUPPORT 0 1v828 ~ LEFT SIDE OF RIGHT SUPPORT 0 RIGHT SIDE OF RIGHT SUPPORT 0 0 CENTER SPAN AT 5.15 FEET FROM LEFT SUPPORT -4,9708 69 MATERIAL_PROPERTIES ELASTIC MODULUS (MEGA PSI)......... 1.7 . 1p ALLOWABLE BENDING STRESS (PSI).:. 1250 ALLOWABLE HORIZ. SHEAR (PSI)..... 95 ALLOWABLE OVERSTRESS (X) ...... ..... 0 MAXIMUM ALLOWABLE STRESS (PSI)... 1250 MAXIMUM ALLOWABLE SHEAR (PSI>,.... 95 SECTION_PROPERTIES FOR A 3.'5 X 11.25 4x( f Z lier'z ENDING STRESS (PSI)........ 765 SHEAR STRESS (PSI)....... 57 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM -DEFLECTION POSITION IS PLUS OR.MINUS 0 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.13 5.15 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 968.69 . ' . FALLON COMPANY 2890 THIRD STREET AUBURN'nCALIF '- - --------------------------------------------------------------- DATE: 5-17-89 JOB NUMBER: 8912 JOB DESCRIPTION: PQELMAN _______________________ ________________________________________ -_ --' R E T A I- N I: W p\ L_L D E S I - . ' " STEM DESIGN OF CONCRETE BLOCK FM" ... . . . 1,500 PSI FCv OF BASE CONCRETE ,,,.,............. 296900 PSI DESIGN STEEL STRESS....."............ 209000 PSI EQUIVALENT FLUID PRESSURE. . . . . . . . . . . . 381 PCF SURCHARGE" . . . . . . . . . " . . . " ~ . ~ .. . . . . . . . 0.00 F^[ STEM MOMENTS A` Q SHEARG DISTANCE FROM SHEARS' MOMENTS TOP OF WALL(FT) POUNDS FOOT-LBS. 1 15 5 2 669 40 3 135 - 135 ' 4 ' 240 3269 - - 5 375* - 625 ' 8 540 19080 ' 7 735 11715 ' ^' DISTANCE FROM DESIGN |REA_OF COMP SHEAR TOP OF-WALL(FT) DEPTH(IN) STEEL(SI) STRESS STRESS 1 5.30 0.690 1 0.3 2 5.30 0.01 . 169 3 5.30 0.02 32 2.4 4 5.30 4 04 77 5 5.30 0.08 150 - 6.6 6 9.30 0.08 84 5.4- 7 9.30 � _�.1� 134 7.4 � ' -' -_ / _� 1 JOB NUMBER: 891E JOB DESCRIPTION: POELMAN' B A S E D E S I G N SOIL DENSITY............'., 100 PCF. ALLOWABLE BEARING PRESSURE........... 11500 PSF LATERAL BEARING PRESSURE............. 250 PSF/FT. COEFFICIENT OF FRICTION .............. 0.30 FC' OF BASE CONCRETE................. 21000 PSI THERE IS.A SLAB OVER THE TOE. SLOPE OF BACKFILL (RISE/RUN).......... 0.00 IMPOSED AXIAL LOAD ................... 0 PLF DESIGN TOE LENGTH..........',.-.-.-..', ..... 2.50 F•T. DESIGN BASE LENGTH .................... 4.00 'FT. DESIGN EFFECTIVE DEPTH ................. 8.66 IN. TOESTEEL ............................ 0.168 SO. IN. / FT. HEEL STEEL ........................... 0.069 SQ. IN. / FT. DESIGN TOE PRESSURE......._................ 884 PSF . DESIGN HEEL PRESSURE ................. 0 PSF NO KEY IS NEEDED. OVERTURNING SAFETY FACTOR............... 1.8 --------------------------------------------------------------- S U P P L E M E N T A L B A S E D E S I G N..... . IMPOSED AXIAL LOAD ................... 19200 PLF DESIGN TOE LENGTH .......:..............2.50 FT. DESIGN BASE LENGTH...................... 4.00 FT. DESIGN EFFECTIVE DEPTH.................. 8.66 IN. TOESTEEL . . . . . . . . . . . . . . . . .. . . . . . . . . . . 0.208 SO. IN. / FT. HEEL STEEL ................._............. 0.028 SG?. I N. / FT. DESIGN TOE PRESSURE ......:........... 955 PSF DESIGN HEEL PRESSURE.................. 470 PSF NO KEY IS NEEDED. OVERTURNING SAFETY FACTOR.............. 3.0 n - - . - ' * BEAM DESIGN AND ANALYSIS PROGRAM.Nn.1 * ( COPYRIGHT 1982 BY DISCO -TECH, SANTA ROSA, CA. ' � ` FOR USE BY FALL09 COMPANY 2890 THIRD STREET AUBU IF JOB NO. 8912 POLEMAN RESIDENCE LOG HOME STRUCTURAL CALCS ` BEAM GEOMETRY 3-1-89 / _ ' ______________________________________ � 67 LB/FT | - -------------------------------- / 14.0 FT � ' BEAM DESCRIPTION: FLOOR -JOISTS OVERALL BEAM LENGTH (FEET)....... 14 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 14 (DISTANCE MEASURED FROMjEAT_ IND) = _ LOADINGS � . .' LOAD DESCRIPTION: W= 67 PLF AT 16"00C UNIFORM LOAD ON CENTER SPAN (PLF)............ 67 -7 ' LOAD_CALCULATIONS ' - ..''.7 � REACTIONS: LEFT SUPPORT = 469 POUNDS. RIGHT SUPPORT = 469 POUNDS. ~ - _ MAXIMUM MOMENTS AND SHEARS: ,. DESCRIPTION MOMENT('#) SHEAR(#) LEFT SIDE OF LEFT SUPPORT- UPPORT -RIGHT RIGHTSIDE OF LEFT SUPPORT 0 469 LEFT SIDE OF RIGHT SUPPORT 0 -469 RIGHT SIDE OF RIGHTSUPPORT 0 0 CENTER SPAN AT 7^00 FEET FROMLEFT'SUPPORT -1,642 ' 0 - . mATERIAL PROPERTIES �� ELASTICMODULUS (MEGA PSI)......^ 1.7 ALLOWABLE BENDING STRESS (PSI)... 1450 .ALLOWABLE HORIZ. SHEAR (PSI)..... 95 ' ALLOWABLE OVERSTRESS (%l,.'....... 0 MAXIMUM ALLOWABLE STRESS <PSI)... 1450 ' ' MAXIMUM ALLOWABLE SHEAR (PSI).... 95 ,' _ - SECTION_PROPERTIES // �� - i~ ~=. "~ FOR A 1.5 X 9.25 : �~`� ` ~~ ~/Q-\�� BENDING STRESS (PSI/ ... .`... 921 - ,HEAR STRESS 7P81) -45 ' ' ' ' ' - DEFLECTIONS ' BASEON PO D NO. OF MATRIX INTS USED IN THE ' REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUSOR MINUS 0 FEET. ' ' MAXIMUM DEFLECTIONS: ~ DEFL. (INCHES) POSIT. {FT) � CENTER SPAN 5 7.00 DEFLECTION FACTOR CENTER SPAN / MAXIMUM DEFLECIION= 486.92 . - ' ' - . 0 1:40 dr � i�Q�LED Glrr9GL � I�o,2k�j. .Sl.�G'� /l��i�� /SGL Of %iYtr �o.�•��T X/sPLts �1.�/e' . D��-.... .. . , ��.c/%vl s - /��c/� jb.�.� /�i+�G Lo.A�icl� �'a•�s/�V-5 . ��itt• � . . , �B• �i4�.. ,l r/� !�/GG .il/v�I I%�T�"�.�/1�.f/�. �i�/E i✓%�'P/��!s'r; ! . i �tili9cze-•v >� 75.G 0( /25z7 �t >- s3 = /2S G 8 �•�..,�` o� `. J� �` V, IOW a �/z s� •mss ley.) ; C'= �OOb aaa F 7o,0� .j �du�.'SGE �.vGti�' � Q,aD�f/� %S .S/��l/iFi �i�17`' �y`". /, �r/L•;s,Q,�. 7,- 6 i - jeoA4 G�1¢LdsJ t M' _ �o/�� = 2'90 , •S�e _ .2�,X �� 2 $,. zo 4A- doe = 4 Q- 1'-SI70 .4F �. / / ' :�• / / 1, %. r I j i { • EGEyr9 T/ocJ �ie�l � � � rt • I I '�� i r �- % "Jz-/Zy �•/�C-S Gvo,eTit! � k �Jo = GGd "�� 4lzS� i S�Ymuv� ��' �i2�� v�T.y � ¢A' � �rsT•' �¢7"T�C'i�1� � �T. �o�� •ci� .��i�" /�l.� so'�.�.� O/2 �i91/E /!%v,� �zgs3r�,�iTir4� _ �� i��T�i�✓�G. - ... ��S't�/oE' ,�a/Z G.4.�GE Df�c.U�.uGs X11. Go•c�� ?7iS7-4AJe,=5 6E%iv6Ek) D1c�.c/i vG,.�) - { 204 WESTERN WOODS USE BOOK TIMBER FASTENERS duced in accordance with the above paragraph relating to unseasoned lumber. Penetration The eccentricity of lapped members in nailed joints causes a secondary withdrawal stress on nails.or spikes. To prevent separation of the joint, adequate penetration of the shank of the nail or spike into the holding piece is necessary. For maximum holding power, a penetration of the pointed end of the shank equal to 14 times the shank diameter is required in softwood lumber. A minimum penetration of 8'/2 shank diameters is allowed and the holding power at this penetra- tion is 60 per cent of the maximum value. The value of the holding power is considered as pro- portionate between zero- at no penetration and a maximum at a penetration of 14 times the shank diameter. For practical carpentry, the optimum and minimum penetration retlutreinents of nails and spikes in wood -to -wood joints are measured of two-thirds and two-fifths of the nail length respectively. However, these general require- ments produce an inconsistency when two pieces of equal thickness are nailed together. This is because penetration requirements would rule out nails whose length would exceed the total thickness of the two pieces. Obviously, a larger nail, even if excessively long, should be permitted - as its greater diameter would make a stronger joint in all respects. This suggests that when pieces of equal thickness are nailed together and the nail wholly penetrates both pieces, but the' point does not protrude from the wood more than about 20 per cent of the length of the nail. the lateral holding strength of the nail.. should be calculated as follows: x PL, PL 2/31 in whirh P = the limite,l lateral lnaii in s.pqC&-r¢ members in a three member joint, the allowablle lateral load for nails or spikes can be increased one-third when each side member is not less than about one-third the thickness of the center member and. the -allowable lateral load may be increased two-thirds when each side member is equal in thickness to the center member. Nailed joints are considered to be more reliable when members are alternately nailed from each side. However, it is not `always practical or eco- nomical to nail this way. Withdrawal Strength Nails or spikes loaded indirect withdrawal. from side grain, are not .so_ efficient strengthwise as when loaded laterally. For this reason, it is pre- ferred to arrange nailed structural joints in a manner which loads the nail laterally rather than in withdrawal. Withdrawal resistance of nails or spikes is mate- rially affected by the specific gravity of wood. The formula for calculating withdrawal resistance for various species, at normal loading condition is: Pw = 1380 GS /2D in which P%v = allowable withdrawal resistance in pounds per linear inch of shank from the side grain of the holding piece, G = specific gravity of the species or species group, D = diameter of nail or spike in .. inches. There are numerous -uncertainties in joints with nails loaded in withdrawal, making this type of joint less preferred for most structural purposes. Such uncertainties also influence the choice of a large reduction factor of 6 in adjusting ultimate values to allowable values. !%�� , 4 n W ODDS USE BOOK 20 TIMBER FASTENERS TABLE 8.4 — (Continued) Group Species of Wood Specific Gravity (1) ' Uteral Load Constants K Nails"' Screws lag Screws Spiral "(z1 (21 131 Dowels (4) Balsam Fir - - 38 California Redwood (Open grain) ,37 Group I Coast Sitka Spruce .39 Cottonwood, Eastern -.41 d IV Eastern White Pine .38 1080 2520 1800 1220 Engelmann Spruce _ ,37 ..._. , Northern White Cedar.. .31 Subalpine Fir .34 Western Cedars - .36 Western White Pine .40 2 3 (1) Specific gravity based on oven -dry weight and volume. (2) For nails or screws inserted perpendicular'to grain and loaded either parallel or perpendicular to grain (3) For lag screws inserted perpendicular to grain and loaded parallel to grain. COMMON NAILS AND -SPIKES TABLE 8.5 Allowable Lateral Loads in Single Shear (Pounds) Size lateral loads for wood and.metal side members penny Length 9 Group I . - Group II Group III Group IV d (Inches) Wood ._ Metal Wood Metal Woad Metal Wood Metal NAILS 2 3 1 1'/4 39..—. 46. .49 : 58 32 37 40 •26 - 33 21 26 4 1'/s 64 79 51 47 64 31 42 - • 38 53.- 24 31 42 5 6 13/4 2 64 79 51 64 42 _ 53 .34 34 42 7 2'/4 77 77 97 97 63 78 "78 5i 64' `64 41 51 8 2'/z 0"T 121 .63 78 98 51 64 80 41 51 51 64 9 10 23/4 3 97 121 78 98 64 80 51 64 12 3'/4 116 116 145 145 94 94 117 117 77 77 96 61 77 16 3'/z 133 - 166 108 134 88 96 110 61 70 77 '88 20 30 4 4'/z 172- 192 215 • 240 139 174 114 142' 91 114 40 5 218 272.... 155 176. 194 220 127... 144 159 180 102 127 50 5'/2 246 .307 199 249 163 203 115 130. 144 163. 60 6 275 344 223 278 182 228 146 182 SPIKES -- 20 30 4 218 272 176 220 144 180 115 144 40 4'/z 246 307 199 249 163 204 130 163 50 5 5'/z 275 307 344 384 223 248 278 182 228 - "x'54 146 182 60 6 307 384 "447 248 311 311 203 203 254 163 163 203 203 5/16" 3/8" 7 8-12 357 468 586 289 379 361 236, 296 189 236 (1) When driven into side grain... 474 310 388 X248: 310 (2) These loads apply only where the depth of penetration, into the. member holding the is not less than 10 diam ters for Group I species; point, 1 1 diameters for Group II species; 13 diameters for Group III species; 114 diameters for Group IV specie. When penetration is less than that specified, the allowable load may be determined by straight-line interpolation between zero and the tabulated load, except that penetration shall not be less than one-third, of that specified.