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HomeMy WebLinkAbout018-040-00200 <� o 011-710-002 PERMITN96-0765 TEDFORD, Shelley 20 Falcon's Pointe Dr., Ch Cont; Craig Gordon New Single Family II -710-06 01-1624 LAWING, PAT & REED, DEBBIE 20 FALCONS POINT DR., CHICO CONTR: ROBERT HILL o NEW POOL MASTER 506-97 as COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 01-1624 ASSESSOR PARCEL NUMBER 011-710-002 ZONING PIM BUILDING PERMIT OWNER LAWING PAT & REED DEBBIE TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 20 FALCONS POINTE DR., CHICO CA 95928 contr est. CONTRACTOR'S NAME ROBERT HILL TELEPHONE 891-4280 CONTRACTORS MAILING ADDRESS . 199 EAST SHASTA AVE,, CHICO CA 95928 CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuatlon $ 24 400.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS 2 FALCONS POINT DR., C14TCO CA 95928 Energy Plan Checking Fee $ $ PERMIT FdEE 295.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ® Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15-00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other 0 Describe Work: NEW POOL MASTER # 506-97 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S 35,00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2.*00v ow mss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is 1 full once and effect. 11 /�� License Class 'S—G Lic. NO. UL'1`^'l OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. V( I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compenp}},ti�o,-,n insurance carrier and policy number are: Carrier ive P Policy Number # QIC22A42.7, (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo with comply with those provisions. 6�of X �� Date Q _ Signature of Applicant - ❑ ner CoB' ntractor ❑ Agen An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR SO OR ADDNS. ( & ACC. BLDS. 3.5¢FT, NON-ONST'R.113 MULT 113 I.OUTLETUrrs @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. OUTLET OR FIXTURES 20 O 100 Ex. Occup.SAL p .50 Ex. Occup.. Guru R6Io.°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 pool electric 30.00 PERMIT FEE _ 50.00 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES $ Mobile Home Installation Fee Is Energy Inspection Fee Is Occ CONST. TYPE TOTAL FEE $ 380.00 FEES IMP I FLOOD I CDF PARCEL I PD Hp SUE This permit is hereby Issued under the applicable provisions the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By J?JDate 7-2-2001 PERMIT EXPIRES SN 7-2-2002 (Date) Receipt No. 325038 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT M `COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7"COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPL�CIATION DATA SHEET ° x . OWNER: �v ASSESSOR PARCEL ER: all W6 -'4= ;4 -Proposed Buil ' g U Building Inspector: D - 2 - )i At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ? �O 1. All items hav-, been submitted. ------------------------------------------------------------------------------------ Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ . Complete plass, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 114. Engineered pans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Desig-i Compliance and supporting documentation. ------------------------------------------------- El 7. --------=❑7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- 118. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $ ------------------------------------------------------------------------------------- 11. Impact fees as shown on the attached schedule. ---------------------- =------------------------------------------ ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- l] 13. Flood elevaton certificate.----------------------------------------------------------------------------------------' 04. Sanitation and plot plan approval' _ Health Department. ------------------------------------------- 11115. ------------------------------------------ ❑15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan ane business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Lane Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre-inspectior for required Request to Building Inspector on - ❑21. Contractor's scene information. (Number, Name Style, Classification). ------------------------------------ El 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Build. --r Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑ 24. Letter of sign.3ture authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 0 26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactures Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violation and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Giant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- ❑ 3 0. Other: ------- (Date) / When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to c ntractor. []Telephone- and hold for pickup at n (ova I� eA office. ❑ Deliver with inspector. Applicant: Date: G 7 4Z 4 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑Air ollution �Date�- By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data, by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: _ Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: _ Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: _ Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, 11 Building Division counter, by Date: _ Plan reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder, Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. CQf<1tVr � -;Y OF BUTTE ; DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION NOTICE Post this job card In a safe conspicuous place. Do not remove until all required Inspections are made and building is approved for occupancy. Plans must be available on the job site. 011-710-002 PERMIT#96-0765 TEDFORD, Shelley ' 20'Falcon's Pointe Dr.-, 'Chico Cont; Craig Gordon New Single Family S/ 7 PERMITTEE MUST CALL FOR INSPECTIONS Piers Underground Conduit Pre-Gunite Underfloor Electrical Underfloor Mechanical ( Underfloor Framing Do Not;lnstall Flobt dr Slab UntilAbove:Signed Rough Plumbing Rough Electrical Rough Mechanical Framing Shower Pan110 . Do'Not nsurate::. til ove'>Srgned ': Insulation tl -7-yt'c Do.; of over Until hbove. i ne Fireplace Footing Fireplace Throat Do. Not. Continue Fireplace Until Atiove Signed Stucco Lath Scratch and Brown Do Not Cover Until Above $i ed�,.;:: Sewer Service Water Service Pool Final Plumbing Final Electrical, Final Mechanical Final Building or'M.H. Final DO NOT OCCUPY UNTIL ALL THE ABOVE IS SIGNED AND THE BUILDING OR MOBILE HOME IS APPROVED FOR OCCUPANCY ;Addresses . .:Information Oroville 7 County Center Dr. 538-7541 538-7636 Chico 1469 Humboldt Rd. 891-2751 891-2834 Paradise 747 Elliott,Rd. 872-6307 872-6307 Revised 7/94 0 - to - ry 1/01 RE IDENTAAL 011-710-002 PERMIT#96-0765 TEDFORD, Shelley 20 Falcon's Pointe Dr., Chico Cont; Craig Gordon New Single Family + OFFICE COPY Address��//////� �G¢ y i GAS Meter By Date ELECTRIC 2 t Meter By Date 7-/x'6 4, b - 4 OFFICE COPY + Address j GAS tDate7� 17 1 Meter By ELECTRIC -94 }' Meter By Date f ` Ii R ` 11 .. JOB FINALED (Date) — Signature V=GK O = Not OK NottReg'dy MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location-Test-FallC/OConcrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; LocationClearances-Gmd-/ /Amp -Concrete r9 MISCELLANEOUS Date 6. Gas; Location -Test -Wrap; / iL'ft. / /Nat. or/ PL"ft./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.Connectors Shthg: Rfg.-Bracing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings;,Size-Spacing-Marriage,Line 3. Gas; MH Test -Demand Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector Date 7. Water and Sewer Connected -C/O to Grade -HD Approval Date- 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI Date Card B-1 Date Card B -1 - Date Card B-1 Date Card B-1 r9 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacingConnectors-Steel _ 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.Connectors Shthg: Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frrng.; Sils-Anchors-Studs-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date- Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O = Not OK = Not Applicable Not Ready RESIDENTIAL (; ' = Date UND LOOR (Plans) OK except k's VZ9A ing-Setbacks-Easement Flood -Slope g., Main;'Soils-Elec. G .-/&' Ftg. Depth Fg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth Stemw 1 , Main; Steel -Bloc kouts-Wrapped �torlkalls, Garage; Steel-Blockouts-Wrapped old Downs and Special Anchors . Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9.' D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16 InsulationP% A 5e %, Date 4'i Card B-1 (ij�' Date �70 Card B-1 L Date Card B-1 C--- Date Card B-1 Date PLUMBING (Permit) OK except a's 16. Water Htr. Ac ess-Combustion Air -Baffle ------------------------ ------------------------------------ - 17. Water Pipe: T nc ail Protection ---- ----------------- ----- -------------------------- - 18. D.W.V'-T tongs & Anchor -Nail Protection ----- 19. Shower Pan: T irst Floor -T b'Access ---------------------- -- ------------------ 20. Test Tub & Shower. Se d Floor -Tub Access --------------------- -------- ------------------------------------- --------- 21. Gas Pipe: Size & --Anchors ------------------------------ - - - - Date - a Card B-1 Date Card B-1 - --------------------------------------- Date Cvd B-1 Da Card B-1 Date EL RICAL (Permit) O cept fir's . Fixture & ran rmer Clearance -Ins. -Protect ion ----------- ---- -- --- ------------------------ -- ----- 23. Elec..Receptacles S ng -Lights &.Swi.tGhBs-et-Doors ----- ---- ----- - ---' - ------------------- ---------------- _ 2 .__Size Boxes & No. of Conduct_or_s-Stapled ---------- -- - - - - - --- ----- omex Installed Close -tuds E Ground made up wrMech. Fastners nil _ s &Water ------� - - 2 p', np5 Circuts in Kitchen & Conductor Size,GFI ------- - -� - -. - ---------------------- 2E Subfeed Wire Size ga. Cu or AI-A.C. Wire Size ga. C IA --------------- 2 ---------- 2 .Range Circ , ga. Cu or AI -Oven Circ. ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No -------------------------------------------- -- 3 S cvit a -Riser Conductors &Ground -Main Disconnect ----------------- 3 .I ip. Clearances Panels-Motors-Mech. Equip. 3lothe- s Closet Light -Shower Light -Spa Light - -------------------------- - 38. Smoke Detector --- - - . Date Card B-1 Date Card B-1 - ----- ..... .--------..... ... ....... ... ... .. Date Card B -t Date Card B-1 , Date MEC ICAL(Permit) OK except rr's 3 A. ucts Insulation & Support -------------- - - ----- ----- Vent Fan: Exhaust above insulation ----------- ---------------.._._ ... ... ...... 36. Condensate D n & Overflow: Siz & Grade 37. Furnanc - ccess C Air -Return Air Vent -t 15 outlet - ------- 38 ----- _ ... ... .. 38 Atli A & at" it Furnance in Attic .. .... ......... .. ... .. Date Il_qCartl B-1 �J^ Date Card B-1 �- . Date Card B-1 Date Card B -t Date FRAM G (Plans) OK except a's 3 . Silks. Proper Material & Anchors ...... _ _. _. _40� G. at ds -Nailing. Spac�acing-Plates oY d 4 aring Walls er.Gird Floor ....Nailin ..a. ......._.. ._.. Draft Stop Walls Ira roof) 43. Fire S ps; Furred eilmg Stair h s Tub e de & Beam -Size & a nq t "Ingle & Duplex) Date FRAMING (Cony d) - --- ---- 45. Han - o aps-Anc -Connectors 4 Cing. Joist-Rftr. ties-Purlin-ro r C-T#dts ' hthng.-Rfng. --=- (�337. Fireplace Ties or ype ue Fireplace Throat clearance 48. Attic Access; Size & R'o'mex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Wind gDoors- gt. & D' ions 50. Gara a Pr cti raming -------- -------------------- 51. Property Line Firewall & Openings 52. Ext. Doors -On 3' Gara -3rd tory. 2 Exits --------------------------- .9 -- - _______ 53. Stairs: Wide room -R' Landin Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers ------------ - - - 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic ------ 58. ear Walls: Nailing-Bolts047 �yyo�/� z'i �`/�✓C In- ation-Walls-Ceilings Infiltration -Walls -Windows Date//.>'� Card B-1-�/7 Date _ Card B-1 Date jj`X-? Cj_6_ B -1 y/3 Date Card B-1 Date FIN!(Plans) OK except a's Steps -Door & Sidelight Protection -Landings 62. StDoge Detector - -- -- Furnace_Vents-Clearance-Comb. Air=Connector- I -rage: Above Floor-Ducts-Mech. Protection roomtirl ------Exiting- G.F --Bath Fixtures & Tub Access -Spa fi Ele rim & Subpanel Breaker Sizes & Labels - - - - - -- - - - --- - ------------ fair Rails __ 5, rreplace or Stove: Clearances -Hearth - YEIe utlets at Wood Panel: Int. &Ext. 7 it.F t & Appliance; Grnd.-Air Gap -Cooking Clearance ----------------------- ----- - Elec tlets & Receptacles at Kit. Counter ...... ... ....... ... ---- --- Gr aFire Door: Swing _Landing -Closer A.0 uct in Garage -Damper - wtr. Ht Vents -Clearance -Comb. A,r-Connector-P.R.V. In rage: Above Floor-Mech. Protection Plb _ec. & Mech. Equip. Listed for Location EI -- eceptacles in Garage: (G.-F-.I.)-Romex Protection ------------------------------ - 7" n -tion-Foam-Looked in Attic ❑ Yes 7 Gu Rails & Deck Construction -Post Caps ......--------------------------------- -- 75,4n. Vents & Crawl Hole Door -Drainage & Wood -Earth CI ance Looked under Floor ❑ Yes___ _ it Following instld.; Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: ~ P niers ❑ Yes ❑ No - - ----- d o: Brown -Finish ----- -A Unit: Disconnect. Electrical. Plumbing 8 Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to en ngs ----------- 80,w r Well: Disconnect. Electrical. Plumbing ---- - ----------------------- E --------------------,xA------------- - erior Elec. Trim: G.F.I. Receptacle -Underground . ... ----- - ------------------------------- ----- �X;, nl tat on Throughout House ......_._..----------------------------------J7s Protection dd. or ections from Previous Inspections 9 --- ------ -- - ---------------- as Test -Meters Tagged: Gas -Electric 9/Water & Sewer Connected -C/O to Grade -HD Approval ---.._.._._..------------------------------- 1. Energy Compliance Certificate -Other Certificates -------------------- Date- Card - - Date- -- -- ----- Card -B_ t-- -------- Date Card B-1 Date Card B_t Date Card B -t Date Card B-1 Comments. at Final .... ..... . .. 1 tr• 't r A PA MVw�Itr� Certificate of Conformance- Certificate 0 5 0 914 5 THE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the structural wood products Identified below and marked with a collective mark of Engineered Wood Systems (E' WS) were man- ufactured In accordance with the specifications Indicated below. ANSI Standard A190.1-1992, for Structural Glued Lamf at6d T Mber 1 h'i.S /S TCSA 044-1692)_ 1j,Q� �� Td i ^ GlN/co Job Name WESTERN BUYERS INC. Job Location ELK GROVE, CALIFORNIA Customer's Order No. WB- 23591 Dale 1/30/96 Mlgr's Order No. 09-04489 DOUGLAS FIR/LARCH, EXTERIOR GLUE, 240OF-V4, ARCHITECTURAL APPEARANCE, INDIVIDUAL WRAP, ENDS & SIDES SEALED, 2000' RADIUS CAMBER. I Signature _ do./Lo�L Title QUALITY CONTROL SUPERVISOR Company BOISE CASCADE CORP. Address P. 0. BOX 50 Date BOISE, IDAHO 83128 IT IS HEREBY CERTIFIED that the structural glued laminated timber production of the above-named manufacturer which carries a collective mark of Engineered Wood Systems (EWS) Is subject to regular audit by Engineered Wood Systems, such audit consisting of the inspection with reasonable frequency of the manufacturing process, with adequate sampling to verify the quality of glulam construction and the adequacy of glue bond. by Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS - A RELATED CORPORATION OF APA INSULATION CERTIFICATE _ Address: FALCON'S POINTE City: CHICO County: BUTTE Subdivision: Lot: Description of Installation 1. ROOF Material: ' Brand Name: Thickness (inches): Thermal Resistance 2. CEILING Batt or Blanket Type: Fiberglass Batts Brand Name: _ Western Thickness (inchess): 12" Thermal Resistance R-38 Loose Fill Type: Loose Fill FG Insulation Brand Name: Ultra Therm Con—LI actor/s min installed weight/ft .815 lb Minimum thickness 16" inches Manufacturer's installed weight per square foot to achieve Thermal Resistance R-38 3. EXTERIOR WALL Frame Type A. Cavity Insulation Material: Fiberglass Batts Brand Name: Western Thickness (inches): 6.25" Thermal Resisitance R-19 + B. Exterior Foam Sheathing Material: Brand Name: Thickness (inches): Thermal Resisitance (R -Value): 4.'RAISED FLOOR Material: Fiberglass Batts Brand Name: Western Thickness(inches): 6.25" Thermal Resistance R-19 5. SLAB FLOOR/PERIMETER Material: Brand Name: Thickness (inches): ' Thermal Resistance: Perimeter Insulation Depth (inches): 6. FOUNDATION WALL "'Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value): Declaration I hereby certify that the above insulation was installed in the building at the above location in conformance with the curcent Energy 'Efficiency S[andards for residential buildings (Tide 24, Part 6, California Code of Regulations) as indicated on the Certificate of Compliance, where applicable. DAN HANSEN L Wednesday, February 05, 1997 Installing Subcontractor Shasta /asu/ation Reeling, Chico S??=6433 COUNTY OF BUTTE BUILDING DIVISION DEPARliWENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If rou have any questions pertaining to this matter, or need additional explanation, p easec act •his office immediately. PA t� �Z� (�Z7 y Date ZS� Inspector REV 10/92 V. L A routine i the above is complei please aj Date REV 10/92 COUNTY OF BUTTE BUJLDING DIVISION ~ - DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE n D'„ a4 - -� �'� rtion indicates that the following violations of Butte County Ordinances exist at Tress and should be corrected. Please notify this office when correction of work If jou have any questions pertaining to this matter, or need additional explanation, t tit office immediately. ` I W) Z COUNTY OF BUTTE Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 b CORRECTION NOTICE OWNER (j PERMIT NO. A routine inspec- ion indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please � con�taact this {�office immediately. n WIF) 1>0Z r1'M4,C'X"Ikk ( IAn rnn _ �11•Illllllle Date Inspector REV 10/92 COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDX-754161�2 7 County Center Drive - Oroville, California 95965 - Telephone (916) PERZIT NO. APPLICATIONAND PERMIT ���oE:_ ASSESSOR PARCEL NUMBER 011-710-002 ZONING PUD BUILDING PERMIT OWNER SHELLEY & PATRICK TEDFORD TELEPHONE 342-0502 SQ. FT. OCC. BUILDING VALUATION 170,316 OWNERS MAILING ADDRESS 2616 LAKEWEST CHICO 95928 12,308 CONTRACTOR'S NAME CRAIG GORDON TELEPHONE 895-1137 20,250 7 1 9,503/385 CONTRACTORS MAILING ADDRESS 521 COUNTRYSIDE DR CHICO 95973 Fireplace 1 2 3,000 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 215,762 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 1,045.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $- 679.58 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS 1708 SALEM ST, cHTen 95998 Penalty $ BUILDINGADDRESS FALCONS PTE, CHICO � � PERMITFEE $ 1,768.08 PLUMBING PERMIT Filing Fee 20.00 Each Trap 171 7.00 119.00 LOT NOSUBDN5roN5 NAME WAP ,Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF go Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 15.00 Each gas water heater or vent 15.00 30.00 Gas piping system 1 - 5 outlets 15.00 30.00 Building sewer 15.00 1 5.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BR. - Mobile HomeS G W @20.00 LAWN SPRINKELRS15.00 PERMITFEE S 229.00 Contractor ELECTRICAL PERMIT Filinq Fee 20.'00 Main Service e00V OR LESS ( 200A OR LESS ) 23.00 93-00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCURSO. OR ADDNS. ( a ACC. BLos. ) 3.52 FT.198 11 NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 / a POWER APPARATUS ) SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 114L 0 .e0 Ex. Occup. FIXED OUTLETS D.OR 5.00 Temporary Service 23.00 23 00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as.required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating 3U. 00 Cooling Hood 6.50 6.50 Ventilation PERMITFEE S Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall J not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply th t se ro 'sions. �j, XUavl� I�La Date _� '�1L/ _ Signature of A I cant - Owner ❑ Contractor ❑ Agent An OSHA permit is required r excavations over 5'0" deep and demolition or construction of structures over 3 stor' s in height. Mobile Home Installation Fee Is Energy Inspection Fee is R °3 coN,jvPE TOTAL FEE $ 2,395.71 HAZ. D. FEES IMP FLOOD CDF gpCE PD HD I uE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. e,� By P' Date PERMITEXPIRESON f (D4) `C rReceiptNo. / G�� B / if WHITE-D.D.S.-B.D. CANARY -ASSESS PINK-INSPE T GOL OD -APPLICANT COUNTYOFBUTTE - DEPARTMENTO DEVELOMENTSERVICES -BUILD GDIVISION F COUNTY CENTER DRIVE - OROVIL .^ 95965 -TELEPHONE (91 538-7541 PERMI /M LI ATI;..,N DATASHEET OWNER S441.f V22 A. P. No. Proposed Building Use /i%,.J JAI S/ Building Inspector C Date 76 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted. .......... ........... . 2. Plot plans, 3/4 sets, signed by preparer of plans . .............'.............. 3. Ccrnplete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and'calcs, 3/4 sets, with wet signature on plans,, ..... � 5. Hazardous Material Form. _ 6. Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings . .................. . 8. Engineered truss details and layout. in duplicate (required prior to plan check). . 9. Mobilehome to nd anufacturer's installation instructions, 2 sets. .......... . easof $........................................ . Impact fees,,��aas shown on attached schedule. California Dartment of Forestry plan approva fees. y/� ....... . 13. Flood elevation lei tete �+ _0 year flood) by Californ neer. .............' .... . 14. Sanitation and plot plan approval-` CHI -10 Department. ..... , , , .... 15. Cit j of Chico plumbing permit. ..................................... 16. Plct plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ......... 18. Contact Land Development about (A) Improvements (B) Drainage. ........... 19. Driteway permit (construction approval required prior to occupancy). .. Pres!;. dion request 20. Pre -inspection for required. . to Building Inspector (Date)h 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Ce-tificate of Workmans Compensation Insurance . .......................... . Owner -Builder Verification (Given to owner , Mail to owner )............ . Re•:orded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Leter of intent on building use . ......................................... 28. Ma:)ilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing v��iiolations/expired permits. ;! ..................................... aK3333. Plan call l %�p/ 1 t .........................., ...................... 34. When ygi6 issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone ,3 y2 - 05'07 -and hold for pickup at CH/ G -D office. Deliver with inspector. Other J _ / Parcel Creation CJD Acreage 'Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air POIIMiOn Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prr�ior��o, permit issuance: (Circle new item not checked above). 1. Index permit for above items No�V -f ,"-h>? � ,� 2. Additional items squired: Contractor, designer, owne , ove required data by _ ph1re- ( mad C'ourlter 6y _ DVe- Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by ''�- Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works G.H. USE ONLY Plan Au�clwd sent u, B.D. o TO: Building Department FROM: Environmental Health SUBJECT: Sanitatioif-C1�rance 'I --I I Owner Location AP# Plan Approved • for: Sewage Disposal _ Clearance for --!D bedroom Thome. Other Hold final for: Final clearance O.K. for: NOTE: E vironmental Health Specialist 8/92 Water Supply: Public Private Well AVK,) / J, 19 q � Date 9t j'�7: 2 �� COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES DIVISION COUNTY CENTER DRIVE, OROVMLE CA 95965 TELEPHONE (916) 538-7541 ' -t fist ��'•�JY�4t3 t� tw��c4' Z :1a, "r.: "'t i`. �� 11 � I �:' . ii.5 _ I .. L_1.. � � � u.Yt t/ !. r!: v:- /'�'•. $ •' titi i!11!'[„ryx 4 f ^•�v{ hx/J t "YW.YL: ;1� x,1 � �r,�t� Y{r • H; t �f .- rf r ti�rn•ka:ar�.f+' ,�'' t1i� y 1 Y SCHOOL DISTRICT FEES rt ':-'(paid at District Office); _},,���t,a�i.s; L 9.jy i,�J�':ir x f ,�r r � , t. ! Ai� js•.�t�/� ( rYa� 1Y4.6"�/'G1��dS�3F2' YIf rj.. �~gar �-Y D � IJ '.• .. .:-• _.�. - �.�lj 1ri,;,r:•r ♦ N.:r,�`A Yr S$ 2 S S►E'F FEES (I)aid at Buildin Division) �� Y 'r `� � `' .Residential. =_x f'�� ��•{ '" $ ��4���s `• t "` d r, Sum "w- t c y c a. 4;zt s:uy5 � 4 tRf4 J ,- + iiiii� Qii�t• � � lY f Commercial it's 1. lr .•• i r r �, :.�.,_ } ' � ItH ?'! ti Y yt�l Pi ll���l 3 p, .AREA FEES i x ' (paid at Building Division) Residential (per unit). fj.__. xl��j ��y. ... }. #units ami .Commercial (sq.ft.). r ? i "" .i t. +, $Q 1L. r �, aaYt. .v - cc,. 'fir '`y".�t'' f• '1 V. �u A .1 2w%. .rau '�'-_ /� �� di S i •t� E - r ` ata v- - h1 ..M! �,il.^(rpti(;Q,WcA. %M cki ,• vr..��• r rm .rrr✓n _p .rukc°,zt^^ I`t .. . • w.':E}bra RECREATION DISTRICT FEES 5 r ' C /� i (paid at District Office) THERMALITO DRAINAGE DISTRICT FEES $400.00 (paid at Building Division) 6 INSPECTION AND PLAN CHECS t zi g $89.00 .(paid at Building Division) r y 1. WATER TENDER FEES t (BATTALION # 4 $200.00 (paid at Building Division) 1 CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) _..9. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE ! ` ` COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 { -_ y, PERMIT NO. APPLICATION AND PERMIT `�(p �"1-L ASSESSOR PARCEL NUMBER2 1� ZONINGv ! BUILDING PERMIT OWNER TELEPHONE 1) SO. SO. FT. OCC. BUILDING VALUATION OWNER'S MAAJNG ADORESB_ �� wco- c W16� �- 21-5215 At//�'' (//��CL7 �3 ZA 0 CONTRACTORS NAME rO TELEPHONE ma�I/3^ �O 731 la�lsoOCONTRACTORS 3 MALING RESOSv CWCa J�r 3 Fireplace D C> CONSTRUCTION LENDER UNKNOWN Total Valuation Z s'cQ 1 Fling Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ® r S� ARCHITECT ARCHITECT OR ENGINEEGINR/ �d _ / o� /7'�( �( LI SE 2 Plan Checking Fee $ . E;7 ., fg Energy Plan Checking Fee $ ARCHITECT OR MAILING ADDRE © �' ` SS `' N cp • g 6v I Penalty $ BUILDING ADDRESS o [� C��s p6.wr i7x r / f� PERMIT FEE $ �jg-Qg PLUMBINGPERMIT Filing Fee 20.00 `�� C-HEach Trap 7.00 LATNO. SUBDIVISIONS NAMEL M P/�Rf. AP /4�.L1 Solar or heat pump water heater 23.00 Water piping j 15.00 % S USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent Z 15.00 3Q Gas piping system 1 - 5 outlets d 15.00 Building sewer 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Elyj Describe Work: •/ V (z Mobile Home I S I GI W 1 920.00 77- /Std IPERMITFEE s �� Contractor ELECTRICAL PERMIT Filino Fee 20.00 Main Service ( 500V OR LESS ) 200A OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation: insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) E31 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X _ Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in eight. NEW CONST) DWEWNG OCCUR OR ACDNS. ( a BLDs. ) SO.13 3.5¢ FT. LTL.ACC NEW CONST. MULTI. . NONRESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS (a SINGLE OUTLET CIR. ) Ex. Occup. (OUTLET OR FACTURES) 2e ®1'00 BAL FIXED APP LIS. OR Ex. Occup. ( OUTLETS (RESIO.) EA) 5.00 Temporary Service 23.00 2 ' Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ P Contractor MECHANICAL PERMIT Fling Fee 20.00 Heating IL I S Cooling z TOM Hood ( 6.50 .y Ventilation i T 100 PERMITFEE $ g Contractor Mobile Home Installation Fee s Energy Inspection Fee $ q (, o C %��3 CONST. PE LJ TOTAL FEE $ 'Z 3 415-.%.- M D. FEES M , FLOOo � CDF C PO HD ISSUE / This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have BY PERMITEXPIRESON the applicable provisions Resolutions to do work been paid. Date (Date) ReceiptNo. AI=V-7 ?,SVI WHITE-D.D.S.-B.D. CAN Y -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 1r .BUTTE COUNTY PARKS DEVELOPMENT, FEE CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT Assessor- Parcel Number (s) Q + " , I 0 Property Owner Pa- G *e I'C V I (9/46 r'd i Project Location/Address Subdivision Lot Number(s)- Residential Development: (check one) J� New Development _Alteration/Addition _Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units Comment: ilding De'parf#p Representative Dat �Ir�Ir�lr�Ir�It�Ar�r�A dr�k�It�Ir�Ir�Ir�k�Ir�Ir,�r�lr�Ir,ArYr�k�k�k�Ir�t,t�It�k�k�Ir�k�It�k�k�k�It,�r�k��k�k�Irw�k�k�Ir�Ir�Ir�It�k�k,tik�r�Ic��Ar�Ir�c�Ir�Ir�r�Ir�k�r�t�ItYtYlr,�r�t�k Chico Area Recreation and Park District(CARD) certifies that App— leant Name) (Phone Number) a (te l e o La ke wat, , (Street Address) Ci _y (State) �;2 P (Zip Code has complied with the requirements of Butte Co. Resolution No. 90-140 by v payment =or dwelling units @ $1,189 for total payment of'$' /�— (�` . 26at-/` CARD R presentative T D to PAID BY CHECK NO. ( REMARKS: BANK N0. PAID BY CASH RECEIPT NO.. J ` -To Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) Yellow --Butte Co. Building Dept. Goldenrod --City oktfS Chico Building Dept. F F BUTTE COUNTY SCHOLSI FE-GERTIFICATION FORM// (On Fomn Per, uilding) School District L! ( 0/0 : &T Building Department No. A.P. Number (J//(-'7�Gi'G Jurisdiction: City County Property Owne- Q a� N-tC �L d_ qnL C) Property Locatbn/AddressQ_k_0 n'-:5 Pn i Subdivison Lot No. Residential Dewlopment Sq. Footage No. of Living MHI Addition (Group R) Units Commercial/Industrial 0 Sq. Footage New Addition (Including Exterior Roofed Areas) Building Deparment Representative Date (Floor Plans reviewed by School District Personnel) District Identification No. 9&O -V pS-00F// -- School District certifies that SZ� 4 / (Applicant) 41 (Street Address) (Phone Number) ehw 9.4��ra?' (City) (State) (Zip Code) has complied with the requirements of Resolution No. ���by payment of $ representing 5 square feet'., School Paid by Check # - Remarks: Bank Number Paid by Cash .s�yag9l AB 2926 $ FULL MITIGATION $ Date J/9,6 If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant). Yellow (building department), Pink (school district) feeformmki (11/94)dmm i96-01913C4 g6-019139 9 -019139 96-019 139 I Rec Fee 1.2. oo t - - I Check 12. 00 +: Recorded I - Official. Records I ' County of I :: Butte Candace J. Grubbs I Recorder 12:48pm 22 -May -96 I PUBL xx 3 ::: IV j h Return to: AGRICULTLIitAI. STATEMENT OF ACKNOWLEDGEMENT Building Division FOR RESUDEXIIAL DEVELOPMENT Section .26-8.1 of the Butte County Code requires this ' 96-019139 j aclmowledgement be recorded prior to issuance of a building NOT COMPAR The property described herein is adjacent to land or included ORIGINAL DOCUMENT within an area zoned for agricultural purposes. and residents of this , property may be subject to inconveniences or MAY 2,2 1996 discomfort arising from the use of agricultural chemicals. including, but not limited to herbicides, pesticides, and sezdlizess; and from the pursuit of 'agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which' occasionally generate dust,smolae, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary fame operations. All that real property situate in the County of Butte, State of California, described as follows: Lo% r R`j S�OG��> D^l ��/�/ Ot--R//91A;/ /�T ��'�I�1r=cr "R Z Cd �1 � �� � ��� r P1 /��,N�="c'� Uiy� � `�l_=- I/ ifs �l" h Tri%r /`"Fc- 77—r-, S - o Ia f oo �r /o2 G 00=71%rq s ,9T P Date: PROPERTY OWNERS: State of California County of B U µ e - On Q ZZ -111 ( before me, Kg4 I -R e n L . La m .ben+ , )J4C 4 �, 'Po L) i L personally appeared S A I I/ e 1-1a i- n F� d +cn d - proved to me on the basis of satisfactory evidence) to be the person(.} whose names; isAwe subscribed to the within instrument err id acknowledged to me that 4ie(sheAhey executed the same in •his/herAheir authorized capacity(ies}, and that by hWherAheie• signature(.,* on the instrument, the line; f which the person(s)- acted, executed the instrument. KATHLEEN L. LAMBERT WITNESS my hand and official seal. Vol*,MY COM1N• lig P ¢WTatr Puerta - c COWL 6Mmn 2� 20�o w Signature f� Seal. A.P. a // - 7 / -00tr r ORDER NO. BU -142477 BG DESCRIPTION: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I• LOT 2, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FALCONS POINTE PLANNED UNIT DEVELOPMENT - PHASE 111, WHICH MAP WAS RECORDED .IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 10, 1993, IN BOOK 126 OF MAPS, AT PAGES 89 THROUGH 92. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED APRIL 19, 1993, AS SERIAL #93-15102, BUTTE COUNTY OFFICIAL RECORDS, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. PARCEL II• A NON-EXCLUSIVE EASEMENT FOR PUBLIC UTILITY PURPOSES INCLUDING WATER, SEWER, DRAINAGE, ELECTRIC, GAS AND COMMUNICATION FACILITIES, ALSO FOR PRIVATE ROAD, PRIVATE STORM DRAINAGE FACILITIES AND OTHER RELATED APPURTENANCES, OVER, UNDER AND ON LOT "C", AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FALCONS POINTE PLANNED UNIT DEVELOPMENT - PHASE 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 10, 1993, IN BOOK 126 OF MAPS, AT PAGE(S) 89 THROUGH 92. PARCEL III• A NON-EXCLUSIVE EASEMENT FOR CONSTRUCTING; RECONSTRUCTING, OPERATING AND MAINTAINING A COMMUNITY LEACHFIELD SYSTEM OVER, UNDER AND ON LOTS "A" AND "B", AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FALCONS POINTE'PLANNED UNIT DEVELOPMENT - PHASE 111, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 10, 1993, IN BOOK 126 OF MAPS, AT PAGES 89 THROUGH 92. PARCEL IV• A NON-EXCLUSIVE OPEN SPACE EASEMENT TOGETHER WITH THE FREE AND UNLIMITED RIGHT OF ENJOYMENT THEREOF OVER LOTS "E" AND "F", AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FALCONS POINTE PLANNED UNIT DEVELOPMENT - PHASE 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 10, 1993, IN BOOK 126 OF MAPS, AT PAGES 89 THROUGH 92. CONTINUED PAGE 5 ./' ORDER NO. BU -142477 BG PARCEL V• A NON-EXCLUSIVE EASEMENT FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, OPERATING AND MAINTAINING LANDSCAPING, LANDSCAPE IRRIGATION, FENCES, WALLS, AND RELATED LANDSCAPING FACILITIES OVER LOT "D", AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FALCONS POINTE PLANNED UNIT DEVELOPMENT - PHASE 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 10, 1993, IN BOOK 126 OF MAPS, AT PAGES 89 THROUGH 92. PARCEL VI: A NON-EXCLUSIVE EASEMENT FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, OPERATING AND MAINTAINING A FIRE PROTECTION WELL AND APPURTENANCES THERETO OVER LOT "G", AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FALCONS POINTE PLANNED UNIT DEVELOPMENT - PHASE 111, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 10, 1993, IN BOOK 126 OF MAPS, AT PAGES 89 THROUGH 92. PARCEL VII: A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND COMMON DRIVEWAY PURPOSES OVER LOT "B", AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FALCONS POINTE PLANNED UNIT DEVELOPMENT - PHASE 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 10, 1993, IN BOOK 126 OF MAPS, AT PAGES 89 THROUGH 92. PAGE 6 Lenn botamann Fax : 91b-645-1161 May 17 '96 1437 P01 Certificate of Campiiance: Residential (Page t of 2) CF -IR u v 1. pew Ti 1 `%W ATA-r roject t . owls Pots-(T� �+d C�+G•a -d Project Address �a�Ag etrtMt L. w l G o o •-a �► r.1 r•l 3 4 S ' 11 r,o 1 pian�cheak / ate Documentation Author Telephone P i N ,- cheat Co lienee Method (Package. Point System ar omputer) CNmste ora nfore Ment Agency 1Jse Only ANERAL INFORMATION Vital Conditioned Floor Area: 'lo + SA ft2 Building Type: Single Family Addition (check one or more) Multi-Famlly Existing -Plus -Addition Front Orientation: ,I4116i ;; East / South / West / All Orientations n�Put orientation in degrees and cirde one.) Number of Dwelling Units: i Floor Construction Type: Floor (Circle one or both) BUILDING SHELL INSULATION Construction Component Insulation Assembly Location/Comments Type R -Value U -Value (aft, to garage, tXplcal, ate.) Wall .............. �_ TYO 1 GA t, Wall .............. Root ............. 3 g, __TY t Cd► V Root ............. Floor ............. q •.•--, .'t t c.A 1 - Floor. ......... Slab Edge.- t17 _Z--fPttAt, FENESTRATION Shading Devices Fenestration Area Fenestration InteriorExterior. Overhang Framing Type Orientation (sf) U -Value (roller blind, eta) (shadescreen etc.) (yes/no) (metaiNioodNinyl) Front.....() �� �?jQ.s I.�eaE 1Jot4V #4a MGTAf,. Front..... ( ) Left....... (E) 1_ — Left...... ( ) Rear..... (5) Rear ..... Right..... Right..... ( ) Skylight ....... %V_ v Skylight ....... THERMAL MASS Type/Covering Area Thickness (slab/used, tae, etc.) M (inches) Locatlon/Description (kitchen, bath, etc.) h L-�1 IT 16 G al 1 V G ftwl _ k i TL 1.106 ;& . N A L L. 1.! TI Lt ? :1 �P.iilT1� -� 2. C;OU r4V 1 D�p�,����N Arrvlssd December 1992 �J.ILpING Q V C1 �PP� `r t_enn uoiamann Fax : 916-545-1161 May 17 '96 14:37 P02 Certificate of Compliance: Residential (Page 2 of 2) CF -1 R Q y �.0 M�RGFI I�qy projee t role Date HVAC SYSTEMS n �� toad Nola: Input hydropic or combined hydronic date under water 14001119SYMMS- except 0" ng Heating Equipment Minimum Distribution Type and Duct or Thermostat Heat Pump Configuration Type (furnace, heat Efficiency Location Piping Type or e purnp, etc.) (FUEMSP ducts/attl etc. R -Value -lit nj 12i,4AC SSt�uY- Cooling Equipment Minimum Dud Type (air conditioner, Efficiency Location Duct Thermostat Configuration heat pump evap. cooling) (SEER) (attic, etc.] R -Value Type (Split or package) WATER HEATING SYSTEMS Energy' External Rated Tank Factor or Tank Water Heater Distribution Number Input (kW Capacity Recovery Standby' Insulation Type Type In System or BtuRtr) (gallons) Efficiency loss (%) R-Vatue Tom. GAS ZT17. Z t 150 _ .V3�p (O 1. For sawn gas storage (rated input S 75,000 Stu/hr), aWtdc rosiatance and host pump water holes, list EnFactor. For terga gas storage water heaters (rated input 2 75,000 Stu/Itr).1St Rated Input Recovery Ef&ienq and Stan y Loss. For tnstantatteous pas water hater*, sat Rated Input and Recovery ErNdency. SPECIAL FEATURES/REMARKS (Arid extra sheets if necessary) COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance speafications needed to comply with Title 24, Parts t and 6, of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by fire individual with overall design responsibility. when this oertircale of compiance is submitted for a single building plan to be built in multiple orientations, any shading feature plat is varied is indicated in the Special t'-eafureslRemaft section. Designer or Owner (per eusjn.a.lk Proressfotts coda) Nam: Le W%4 Cj o 6lo" hits 'rift/Firm: A T% S, Address: r..l . £ vNi �o Telephone: 1 tic. 9: ( mare) (data) Enforcement Agency Name: i Title: �r AWcy: Telephone: ("naarelstamp) (&05) RO Sad Owe mbw Ills? Documentation Author Nance: TUIe/Fbm: Address: Telephone: (Signature) (dato) Senn bowmann Fax : 916-545-1161 May 17 '96 1437 P03 Pgint System Summary: Climate Zone 11 13-213 FNINI Ting a» `, BUILDING DATA 1. Conditioned Floor Area Number of Stories �— SIab/Ralsed Floor Check all applicable Unit Type condition(s): 54 Single Family Detached (SFD) (j Addition Alone [) Single Family Attached (SFA) t J Existing Building (� Muhl -Family (MF) (J Existing -Plus -Addition SCORE CARD Measures 1. Fenestration R.or Area % North 2°8.3 (.0 (v East & l . 3 Z 0 South West A II, I Skylight Total 1POILa —Si • 3 1. Ceiling Insulation R.or FI— u -value 10.0291 2. Wall Insulation X� q or '� s. P u. u-vQIuo [0.001 3. Raised Floor Insulation or w 11 OF IPMUD-N-03-f 4. Slab Edge Insuliltlon O or A-V" OI F2 IseW (�0 511 S. Infiltration Any Ducte In Unconditioned Space? (&PN) (Y) 6. Fenestration Haat Loss P OL 'T 7. 8. U -value 10.951 To % lie] Fenestration Hest Gain % Fenestration SCShade ops+ Ell. % Fenes. Shade Eff. Ratio North x .-11 East 2 , t.P x : 2 , G _ O. South ((, t x = r. — ,g West v x ,, w2- +_ Skylight x s _ lP. & Overhangs? (Y / Interior Thermal Mass o mye or Point Scores _!Z O O 4b Exp- [�� Int A 9. Exterior Wall Mass0046 " En Wag a 10. Heating System D '': x S8 E5 ° a° a AFUE or WVF OW 1 a>ory: ElfeeM AFUE Im or 9.9) 0.68; 2. slmy: 0.96) or MSPF 11. Cooling System , o x 1, SEER 10.0 D -w m IM Et(�ictivo 0.51; 24 story; 0.9 12. Water Heating System 1e -P 6,� SSD Ill System 2 G 30 to 3 Hsaes. Type none) EMW Fectw Forth Revised January 1 M fi/A l2 00 t•1 i< or 0 1121 WD) "o 14 F, s. P Point Totsi: ..6 1O Sum 1.8 OM 7-9 + 60 Point Gow.- 77. Lenn Goldmann Fax : 916-345-1161 May 17 '96 14:37 PO4 mandatory Measures Checklist: Residential NOTE; Lowrisereside ntial N�RIR buildings subject to the St41nd " approach used. Items marked with an aros must contain these measures " listed on the Certificate of Com , astehak (') may be superseded regardless of the comp#41W8 noted shalt be considered by ala enCe. When this checklist ie inop by more stringent comptiar�a requirements mandatory measures whether ing�1ea as binding minimum concorpon�Q Into permit Q it documents. the features y ere shown elsewhere in the documents or on this pec+ficadona for the chedcfest DESCRIPTION only. SWIding cn.wr0P9 MN=ures ' §1 Wa): Minimum R.19 ceiling roar Won, §150(b): loos IM insulation mgmif texers Wb W R-Ve)w. ' 61 ACY IUubnum R-13 wall mutation n framed walls (does not apply ro exterior masa vgAs), ' §150(d): MWrnunr R -t3 raised Door irea�ppn n framed floors; m §1 SO(9; Stab -minimum R,8 n oonrorote raised Moors. greater than 2� . warms �Of Ptlon rate no greater Utas 0.3x. waw 11601111' vapor transmissia, rate no §118: lnsulation specified or installed meets Caiitornia Erwrgy Cates gbh standards. Indicate type and form. 1116.17: FerreatraW Produrcts, Exterior 000rs and lnlltraOoNEaUaSM Carols a. odors and windows between Condiliwed and unconditioned spaoea designed to W sit le I. Manufactured fenestration produce have labii with Certified U-vakre, and irlliltraflon oorgflcs Q Exterior doors and vwindows waaUuer:tripped; all joints aid perretraUonn Cau*a loci sealed Vapex barriers i 0ldatQry at Cbmpis Zones 14 and 1s Q*. §3 RO: Spacial infiltration barrier irtiWW to cw0y with §151 ween Commission 4mMy stwAmis. §150(e): tretallation OF rwep wft Droorabe P,,ae Appliances and Gas Logs 1 z and factory-bbuat 9 hive: b. Outside air intake with damper and control c. Flue damper and control 2 No continuous burning gas Pl t allowed. SPaae Conditioning, Water Meeting and Plumbing System Measurers §t 10 -t 3: HVAC eguip+nent. water heaters, � and 18urceO oerti6ed by rite Corttcrossion. §150(9: SelbaO thermosmt on all appfipble heading systems 6154: Pipe and Tank lrtatA om I . indirect hot water lanks (e.g, unfired storage tanks or backup solar hot wain canis) have OwMdon blanWt (X12 or greater) or combined intenodex*i0f irlsulabm (R•18 of graft). 2. First S feet 01 pipes closest to water heater tank, non-recircuWng systems, insulated (R,d or graaW). 3. AN buried or exposed piping ensu jaW in recirculating sections d hot water system. 4. Cooing syaam 00V below 5S°F inaviated S. Piping insulated balwaen he" source and indirect hot water tank ' §i Rm): Ouch and Fans 1. Duct9 Constructed, installed and sealed b Ctxltply with UMC Sections 1002 and 1004: ducts Mtsulaled b a minimum installed valor of R-4.2 ar duce enclosed entirety within cordtioned space. 2 Exhaust fan systema have badulrah w auiomatia dampers 3. Gravity ventilating aysteets serving oondUoned space haw either automatic or readily wcesaeble. manually operated dampers.. it 14: Pod and Spa Heating Syswms and Egcrp wt 1. System is oertiQed with 78% ftmW elfiaency. on-off swft. weaUwrpMof alwacng instructions. no ektc* redstanoe hsadng and no Obt light. 2. System is installed with: A. At least 36' pipe between Star and heater for hraoe solar heating. b. Cover for outdoor podia or outdoor spa, 3. Pod system has diredoneh Wft and a cim lation pump time switch. §11 S: Gas-fired central fumaw. pop! heater, ape Maier of househdd cooking appianoe have no =0tuously burmg pilot tight. (Exception: Non-eleCtr(eal cooking appliance with Pitt < ISO Bkow.) Lighting Measures §150(k): 40lumensrwalt or greater nor general lighting in kittens and rooms with water desire; and recessed ceding fixtures IC (it>suiation corer) approved. Revised January 1992 DESIGNER ALI —I FL. 19 iJ/A YEs �J/A wi Yf S ENFORCEMENT LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. OWNERS A.P. NAME:jagv__01NUMBER: nL I �'j / — n O PRINT LAST NAME FIRST COUNTY ZONING DESIGNATION: PUD FLOOD ZONE: X FLOOD MAP: I Z R ✓ APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP—X DEED INFORMATION: DATE OF CREATION: LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING /`&- n / 6, /9'13 LOT DEED REFERENCE: LEGAL ACCESS REQUIRED: YES YES NO PO/tirar 2 BOOK / Z 6 NO PAGE 99119 7 - COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES ^)e— NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. �( 1. Maintain a 50 ft. building setback from centerline of road. _ 2. Maintain a ft.building setback from right-of-way/centerline of 3. Maintain a 100 ft. leachfield setback from all existing wells. 4. Maintain a ft. leachfield setback from 5. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 6. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —7. Connect to a public water supply. 8. Connect to a public sewer system. _ 9. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 10. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 11. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) — 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. 13. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. _ 14. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 15. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 16. Pay school impact mitigation fees. X 17. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. 18. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 19. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 20 21 22 23 24 25 W ni iune Ao Gnoo �' 9661 < < ddd ®3111333! LD 9/95 - CAWP51VORMS.K\BLDG PERM. CLR OWNER: RESIDENTIAL PLAN CHECKING GUIDE SINGLE F: INnY, DUPLEX AND MISCELLANEOUS ONLY 3ER: %l O obi PLAN CHECKER: GENERAL: - Zoning requirements: (side yards and number of permitted living units). Valuation. Plans signed by designer. Proper description of work on application. Existing violations on property. 6 Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). 4'*' Recorded notice of violation. Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). / TIT AAT. Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. - Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.1 1.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Ratter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining Nyalls requiring design. Special Inspection requirements. 1-leadcr size. March 1996 3.2 to SEELLANEOUS [TEMS TO LOOK OUT FOR: Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 150 1). fr-- Roof covering type - (fire hazard).Foaminsulation - protection. 36" halls and stairways. Living area over garage - complete 1-hour separation required on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. t . Noise requirements on duplexes. Energy design. '6— Flashing at all exterior openings. C.D.F. responsible area requirements. March 1996 3.3 STRUCTURAL CALCULATIONS RCE Job #96-028 for LENN GOLDMANN 8z ASSOCIATES Tedford Residence Lot 2 Falcon's Pointe Chico; -CA. Calculation Index: Page • Roof Gravity 1-25A Beam Analysis • Lateral Analysis 26-50 Revision Summary: Rev.0 Initial Issue . These Calculations have been prepared for plans drawn by Lenn Goldmann & Associates for .the above indicated property. The results of the calculations have been incorporated on said plans. s� Q vii OF CAO���s I ROBERTS CONSULTING ENGINEERING 1708 Salem Street • Chico, CA 95928 o .(916) 894-8801 j 03/12/96 - Tedford Residence - RCE Job No. 96-028 - Pg. 1 Gravity Loads: Roof Dead Load 5/8" Ply. 1.8 psf Slope= Framing 3.5 psf 6 Conc. Tile 8.0 psf (actual 5psf per Lenn Goldmann) to 5/8" Gyp. 2.8 psf 12 Insul. 1.0 psf Misc. 1.7 psf Total 18.8 psf Total (horiz) 21.0 psf otai (axial) 8.4 psf Roof Live Load Construction 16.0 sf Wail Dead Load 1/2" Ply. 1.5 psf 2x6 @ 16" o.c. 1.7 psf Stucco 8.0 psf 1/2" Gyp. 2.2 psf Insul. 1.0 psf Misc. 2.6 psf Total 17.0 psf Floor Dead Load 1-1/8" Ply. 1.8 psf TJI's 2.0 psf Carpet/Lino 1.5 psf Insul. 1.0 psf 5/8" Gyp. 2.8 psf Misc. 2.9 psf Total 12.0 psf 11 Floor Live Load I Residential 40.0 sf t :S T ' Fes. p i I cd --o rci e S l `G � G p i i Caarac,C t-rc�rn � rt� � Mo 5 FA � t File Name: B1 WoodWorks SIZER SOFTWARE FOR WOOD DESIGN P 4 WoodWorks SIZER 1.0g , 19 Mar,1996 16:20 COMPANY I PROJECT R. C. E. I Tedford Residence 1708 Salem Street I Falcon's Pointe Phone: (916) 894-8801 1 Goldmann Fax: (916) 894-8801 1 96-028 DESIGN CHECK DESIGN DATA: code: NDS -1991 type: Beam database: Custom material: 4xBeams service: wet lateral support: Top= Full Bottom= @Supports total length: 11.00 [ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I------------I--------I-----------------I-----------------I-------- 1 Full UDL Dead 283.50 No 2 Full UDL Constr. 216.00 No Self -weight automatically included. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ DESIGN SECTION: D.Fir-L, No. 4x12 @ 9.352 plf +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ MAXIMUM REACTIONS and BEARING LENGTHS I 11.0 ft I I I ----------I------------------I Reaction I 2.80 2.80 B.Length I 1.9 1.9 (force=kips, length=in) SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis ---------------- Value I Design Value I Analysis/Design I -------------- Shear I fv @d = 88 I ---------------- Fv' = 115 I ------------------I fv/Fv' = 0.77 Bending(+) fb = 1251 Fb' = 1375 fb/Fb' = 0.91 Live Defl'n 0.11 = <L/999 0.37 = L/360 0.31 Total Defl'n 0.34 = L/388 0.55 = L/240 0.62 Bending(+): Crit.LC#= 2 CD= 1.25 CL= 1.00 Shear : Crit.LC#= 2 CD= 1.25 V@d= 2.32 Deflection: Crit.LC#= 2 Total Deflection = 1.50(Defln dead) + Defln Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 1 WoodWorks 51ZER SOFTWARE FOR WOOD DESIGN p 5 File Name: B2 WoodWorks SIZER 1%Og 19 Mar,1996 16:22 COMPANY R. C. E. 1708 Salem Street Phone: (916) 894-8801 Fax: (916) 894-8801 I PROJECT I Tedford Residence Falcon's Pointe I Goldmann 1 96-028 DESIGN CHECK DESIGN DATA: code: NDS -1991 type: Beam database: Custom material: Timber -soft service: wet lateral support: Top= Full Bottom= @Supports total length: 7.00 [ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I------------I--------I-----------------I-----------------I-------- 1 Full UDL Dead 283.50 No 2 Full UDL Constr. 216.00 No Self -weight automatically included. DESIGN SECTION: D.Fir-L, No. 1, 6x8 @ 9.798 plf MAXIMUM REACTIONS and BEARING LENGTHS I 7.0 ft I I ^ I ---------- I ------------------I Reaction I 1.78 1.78 B.Length I 1.0 1.0 (force=kips, length=in) SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis Value I Design Value I Analysis/Design I -------------- Shear I ---------------- fv @d = 53 I ---------------- Fv' = 106 I ------------------I fv/Fv' = 0.50 Bending(+) fb = 726 Fb' = 1500 fb/Fb' = 0.48 Live Defl'n 0.04 = <L/999 0.23 = L/360 0.16 Total Defl'n 0.11 = L/733 0.35 = L/240 0.33 Bending(+): Crit.LC#= 2 CD= 1.25 CL= 1.00 Shear : Crit.LC#= 2 CD= 1.25 V@d= 1.46 Deflection: Crit.LC#= 2 Total Deflection = 1.50(Defln dead) + Defln Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. + i 03-12-1996 TJ -Spec (TM) Page 1 of 1 08:56:58 v4.41 145010409 1001 TJSPECB RCE 1708 SALEM STREET CHICO, CA 95928 USA Phone: 916 894-8801 --------------------------------------------------------------------------------------------------------------------- Name: CHARLES ROBERTS Project Name: Tedford Res. Page Title: Beam B3 Based on Allowable Stress Design (ASD) UBC building code for TJM products available through Distribution(Residential) Application........ Floor - Res. Deflection Criteria (MR) Member Use ................ JOIST Load Classification....... Floor LL Defl TL Defl Member Top Slope(in/ft)... 0.000 Load Duration Factor....... 1.00 Span 1 L/360 L/240 Roof Slope(in/ft)......... 0.000 Live Load(psf)............. 40.0 Floor Decking................. G Dead Load(psf)............. 12.0 Repetitive Member Use......... Y Bearing 1 under Floor loading Reinforced Overhangs........ N/A 11.875" TJI(R)/25DF JOIST @ 24.0" 0/c 14'- 0.00" ------------------------------------------ S I Z E A N A L Y S I S - A S D ----------------------------------------- IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Span 1 Max. Reaction Total(lb) 728 728 Live(lb) 560 560 Required Brg. Length(in) 1.75(W) 1.75(W) Max. Unbraced Length(in) 40 Copyright (c) 1994 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. TJI(R) is a registered trademark of Trus Joist MacMillan. TJ-Spec(TM) is a trademark of Trus Joist MacMillan. Maximum Design Allowable Control Shear(lb) 728 728 < 1420 195% LT. end Span 1 under Floor loading Reaction(lb) 728 728 < 1015 139% Bearing 1 under Floor loading Moment(ft-lb) 2548 2548 < 4550 179% MID Span 1 under Floor loading Live Defl.(in) 0.207 < 0.467 L/813 MID Span 1 under Floor loading Total Defl.(in) 0.269 < 0.700 L/625 MID Span 1 under Floor loading Span 1 Max. Reaction Total(lb) 728 728 Live(lb) 560 560 Required Brg. Length(in) 1.75(W) 1.75(W) Max. Unbraced Length(in) 40 Copyright (c) 1994 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. TJI(R) is a registered trademark of Trus Joist MacMillan. TJ-Spec(TM) is a trademark of Trus Joist MacMillan. 1 File Name: B4 WoodWorks SIZER SOFTWARE FOR WOOD DESIGN F6 Woodworks SIZER 1'.Og 19 Mar,1996 16:22 COMPANY I PROJECT R. C. E. I Tedford Residence 1708 Salem Street I Falcon's Pointe Phone: (916) 894-8801 1 Goldmann Fax: (916) 894-8801 1 96-028 DESIGN CHECK DESIGN DATA: code: NDS -1991 type: Beam database: Custom material: Timber -soft lateral support: Top= Full Bottom= @Supports total length: 5.00 [ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I------------I--------I-----------------I-----------------I-------- 1 Full UDL Dead 84.00 No 2 Full UDL Live 280.00 No Self -weight automatically included. DESIGN SECTION: D.Fir-L, No. 1, 6x8 @ 9.798 plf MAXIMUM REACTIONS and BEARING LENGTHS I 5.0 ft I IA AI ---------- I ------------------I Reaction 1 0.93 0.93 B.Length 1 1.0 1.0 (force=kips, length=in) SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis ---------------- Value I Design Value I Analysis/Design I -------------- Shear I fv @d = I 25 ----------------I------------------I Fv' = 85 fv/Fv' = 0.30 Bending(+) fb = 272 Fb' = 1200 fb/Fb' = 0.23 Live Defl'n 0.01 = <L/999 0.17 = L/360 0.08 Total Defl'n 0.02 = <L/999 0.25 = L/240 0.08 Bending(+): Crit.LC#= 2 CD= 1.00 CL= 1.00 Shear : Crit.LC#= 2 CD= 1.00 V@d= 0.70 Deflection: Crit.LC#= 2 Total Deflection = 1.50(Defln dead) + Defln Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks SIZER SOFTWARE FOR WOOD DESIGN p g File Name: B5 COMPANY R. C. E. 1708 Salem Street Phone: (916) 894-8801 Fax: (916) 894-8801 DESIGN DATA: Woodworks SIZER 1..0g � 19 Mar,1996 16:29 I PROJECT I Tedford Residence I Falcon's Pointe I Goldmann 1 96-028 DESIGN CHECK code: NDS -1991 type: Beam database: Custom material: Timber -soft lateral support: Top= Full Bottom= @Supports total length: 5.00 [ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern I Analysis/Design I I I I Start End I Start End I Load ----- 1 ------------I--------I-----------------I-----------------I-------- Full UDL Dead 60.00 No 2 Full UDL Live 200.00 No 3 Full UDL Dead 170.00 No 4 Full UDL Dead 189.00 No 5 Full UDL Constr. 144.00 No Self -weight automatically included. DESIGN SECTION: D.Fir-L, No. 1, 6x8 @ 9.798 plf MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) I 5.0 ft I IA AI ---------- I ------------------I Reaction I 1.93 1.93 B.Length I 1.0 1.0 SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis Value I Design Value I Analysis/Design I --------------I----------------I----------------I------------------1 Shear fv @d = 53 Fv' = 106 fv/Fv' = 0.50 Bending(+) fb = 562 Fb' = 1500 fb/Fb' = 0.37 Live Defl'n 0.02 = <L/999 0.17 = L/360 0.09 Total Defl'n 0.04 = <L/999 0.25 = L/240 0.18 Bending(+): Crit.LC#= 2 CD= 1.25 CL= 1.00 Shear : Crit.LC#= 2 CD= 1.25 V@d= 1.45 Deflection: Crit.LC#= 2 Total Deflection = 1.50(Defln dead) + Defln Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. File Name: B6 WoodWorks SIZER SOFTWARE FOR WOOD DESIGN p Q WoodWorks SIZER 1..0g 19 Mar,1996 16:27 COMPANY I PROJECT R. C. E. I Tedford Residence 1708 Salem Street I Falcon's Pointe Phone: (916) 894-8801 I Goldmann Fax: (916) 894-8801 1 96-028 DESIGN CHECK DESIGN DATA: code: NDS -1991 type: Beam database: Custom material: Timber -soft service: wet lateral support: Top= Full Bottom= @Supports total length: 14.00 [ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern I fv @d = I I Start End I Start End I Load -----I------------I--------I-----------------I-----------------I-------- 1 Full UDL Dead 60.00 1350 No 2 Full UDL Live 180.00 L/360 No 3 Full UDL Dead 50.00 L/240 No 4 Point Wind 1.20 3.50 No 5 Point Wind 1.20 10.50 No Self -weight automatically included. Custom duration factor for Wind load = 1.00 DESIGN SECTION: D.Fir-L, No. 1, 6x12 @15.023 plf MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) I 14.0 ft I I I ---------- I ------------------I Reaction I 3.34 3.34 B.Length 1 1.4 1.4 SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis Value I Design Value I Analysis/Design I --------------I----------------I---------------- Shear fv @d = 72 Fv' = 85 I ------------------I fv/Fv' = 0.85 Bending(+) fb = 1155 Fb' = 1350 fb/Fb' = 0.86 Live Defl'n 0.29 = L/588 0.47 = L/360 0.61 Total Defl'n 0.43 = L/389 0.70 = L/240 0.62 Bending(+): Crit.LC#= 3 CD= 1.00 CL= 1.00 Shear : Crit.LC#= 3 CD= 1.00 V@d= 3.04 Deflection: Crit.LC#= 3 Total Deflection = 1.50(Defln dead) + Defln Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. File Name: B7 WoodWorkS 51ZER SOFTWARE FOR WOOD DESIGN pto Woodworks SIZER fog 19 Mar,1996 16:29 COMPANY I PROJECT R. C. E. I Tedford Residence 1708 Salem Street I Falcon's Pointe Phone: (916) 894-8801 1 Goldmann Fax: (916) 894-8801 1 96-028 DESIGN CHECK DESIGN DATA: code: NDS -1991 type: Beam database: Custom material: Timber -soft service: wet lateral support: Top= Full Bottom= @Supports total length: 12.50 [ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I------------I--------I-----------------I-----------------I-------- 1 Full UDL Dead 105.00 No 2 Full UDL Constr. 80.00 No Self -weight automatically included. DESIGN SECTION: D.Fir-L, No. 1, 6x8 @ 9.798 plf MAXIMUM REACTIONS and BEARING LENGTHS I 12.5 ft I IA AI ---------- I ------------------I Reaction I 1.22 1.22 B.Length I 1.0 1.0 (force=kips, length=in) SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis ---------------- Value I Design Value I Analysis/Design I -------------- Shear I fv @d = I 40 ----------------I------------------I Fv' = 106 fv/Fv' = 0.38 Bending(+) fb = 885 Fb' = 1500 fb/Fb' = 0.59 Live Defl'n 0.14 = <L/999 0.42 = L/360 0.34 Total Defl'n 0.45 = L/334 0.62 = L/240 0.72 Bending(+): Crit.LC#= 2 CD= 1.25 CL= 1.00 Shear : Crit.LC#= 2 CD= 1.25 V@d= 1.10 Deflection: Crit.LC#= 2 Total Deflection = 1.50(Defln dead) + Defln Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. File Name: B8 WoodWorks SIZER SOFTWARE FOR WOOD DESIGN So Woodworks SIZER 1.0g 19 Mar,1996 16:30 COMPANY I PROJECT R. C. E. I Tedford Residence 1708 Salem Street I Falcon's Pointe Phone: (916) 894-8801 1 Goldmann Fax: (916) 894-8801 1 96-028 DESIGN CHECK DESIGN DATA: code: NDS -1991 type: Beam database: Custom material: Timber -soft service: wet lateral support: Top= Full Bottom= @Supports total length: 14.50 [ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I------------I--------I-----------------I-----------------I-------- 1 Full UDL Dead 105.00 No 2 Full UDL Constr. 80.00 No Self -weight automatically included. DESIGN SECTION: D.Fir-L, No. 1, 6x10 @12.411 plf MAXIMUM REACTIONS and BEARING LENGTHS 1 14.5 ft I IA AI ----------I------------------1 Reaction I 1.43 1.43 B.Length I 1.0 1.0 (force=kips, length=in) SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis ---------------- Value I Design Value I Analysis/Design I -------------- Shear I fv @d = 37 I ---------------- Fv' = 106 I ------------------I fv/Fv' = 0.34 Bending(+) fb = 753 Fb' = 1687 fb/Fb' = 0.45 Live Defl'n 0.13 = <L/999 0.48 = L/360 0.26 Total Defl'n 0.41 = L/429 0.72 = L/240 0.56 Bending(+): Crit.LC#= 2 CD= 1.25 CL= 1.00 Shear : Crit.LC#= 2 CD= 1.25 V@d= 1.27 Deflection: Crit.LC#= 2 Total Deflection = 1.50(Defln dead) + Defln Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to. the provisions of NDS Clause 4.4.1. 1 Analysis Value I Design -WoodWorks SIZER Analysis/Design I SOFTWARE FOR WOOD DESIGN P IZ File Name: B9 g(C7 WoodWorks SIZER 1,.Og 19 Mar,1996 16:30 COMPANY Bending(+) I PROJECT R. C. E. 1500 ( Tedford Residence 1708 Salem Street <L/999 I Falcon's Pointe Phone: (916) 894-8801 Total Defl'n I Goldmann L/430 Fax: (916) 894-8801 L/240 196-028 DESIGN CHECK DESIGN DATA: code: NDS-1991 type: Beam database: Custom material: Timber-soft service: wet lateral support: Top= Full Bottom= @Supports total length: 11.50 (ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I------------I--------I-----------------I-----------------I-------- 1 Full UDL Dead 105.00 No 2 Full UDL Constr. 80.00 No Self -weight automatically included. DESIGN SECTION: D.Fir-L, No. 1, 6x8 @ 9.798 plf MAXIMUM REACTIONS and BEARING LENGTHS I 11.5 ft I IA A I ---------- I ------------------I Reaction 1 1.12 1.12 B.Length 1 1.0 1.0 (force=kips, length=in) SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis Value I Design Value I Analysis/Design I -------------- I Shear ------= --------- fv @d = I 36 ---------------- Fv' = I 106 ------------------I fv/Fv' = 0.34 Bending(+) fb = 749 Fb' = 1500 fb/Fb' = 0.50 Live Defl'n 0.10 = <L/999 0.38 = L/360 0.27 Total Defl'n 0.32 = L/430 0.58 = L/240 0.56 Bending(+): Crit.LC#= 2 CD= 1.25 CL= 1.00 Shear : Crit.LC#= 2 CD= 1.25 V@d= 1.00 Deflection: Crit.LC#= 2 Total Deflection = 1.50(Defln dead) + Defln Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. File Name: Bll WoodWorks SIZER SOFTWARE FOR WOOD DESIGN a i3 WoodWorks SIZER 1.0g 19 Mar,1996 16:31 COMPANY I PROJECT R. C. E. I Tedford Residence 1708 Salem Street I Falcon's Pointe Phone: (916) 894-8801 I Goldmann Fax: (916) 894-8801 196-028 DESIGN CHECK DESIGN DATA: code: NDS -1991 type: Beam database: Custom material: Timber -soft lateral support: Top= Full Bottom= @Supports total length: 8.50 [ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I------------I--------I-----------------I-----------------I-------- 1 Full UDL Dead 105.00 No 2 Full UDL Constr. 80.00 No Self -weight automatically included. DESIGN SECTION: D.Fir-L, No. 1, 6x8 @ 9.798 plf MAXIMUM REACTIONS and BEARING LENGTHS I 8.5 ft I IA AI ---------- I ------------------I Reaction I 0.83 0.83 B.Length I 1.0 1.0 (force=kips, length=in) SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis Value I Design Value I Analysis/Design I --------------I----------------I----------------II Shear fv @d = 26 Fv' = 106 ------------------ fv/Fv' = 0.24 Bending(+) fb = 409 Fb' = 1500 fb/Fb' = 0.27 Live Defl'n 0.03 = <L/999 0.28 = L/360 0.11 Total Defl'n 0.10 = <L/999 0.42 = L/240 0.23 Bending(+): Crit.LC#= 2 CD= 1.25 CL= 1.00 Shear : Crit.LC#= 2 CD= 1.25 V@d= 0.71 Deflection: Crit.LC#= 2 Total Deflection = 1.50(Defln dead) + Defln Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. oo or s SOFTWARE FOR WOOD DESIGN W- File Name: B12 WoodWorks SIZER 1•.Og 19 Mar,1996 16:31 COMPANY R. C. E. 1708 Salem Street Phone: (916) 894-8801 Fax: (916) 894-8801 I PROJECT I Tedford Residence I Falcon's Pointe I Goldmann 1 96-028 DESIGN CHECK DESIGN DATA: code: NDS -1991 type: Beam database: Custom material: Timber -soft service: wet lateral support: Top= Full Bottom= @Supports total length: 16.50 [ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern I I I Start End I Start End I Load -------- I ----------------- I ----------------- I -------- 1 Full UDL Dead 115.50 No 2 Full UDL Constr. 88.00 No Self -weight automatically included. DESIGN SECTION: D.Fir-L, No. 1, 6x10 @12.411 plf MAXIMUM REACTIONS and BEARING LENGTHS I 16.5 ft I IA AI ----------1------------------I Reaction I 1.78 1.78 B.Length I 1.0 1.0 (force=kips, length=in) SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis ---------------- Value I Design Value I Analysis/Design I -------------- Shear I fv @d = I 46 ---------------- Fv' = 106 I ------------------I fv/Fv' = 0.44 Bending(+) fb = 1066 Fb' = 1687 fb/Fb' = 0.63 Live Defl'n 0.23 = L/848 0.55 = L/360 0.42 Total Defl'n 0.74 = L/266 0.82 = L/240 0.90 Bending(+): Crit.LC#= 2 CD= 1.25 CL= 1.00 Shear : Crit.LC#= 2 CD= 1.25 V@d= 1.61 Deflection: Crit.LC#= 2 Total Deflection = 1.50(Defln dead) + Defln Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. File Name: B13 WoodWorks SIZER SOFTWARE FOR WOOD DESIGN P 15 Woodworks SIZER 1-.Og 19 Mar,1996 16:31 COMPANY I PROJECT R. C. E. I Tedford Residence 1708 Salem Street I Falcon's Pointe Phone: (916) 894-8801 1 Goldmann Fax: (916) 894-8801 1 96-028 DESIGN CHECK DESIGN DATA: code: NDS -1991 type: Beam database: Custom material: Timber -soft lateral support: Top= Full Bottom= @Supports total length: 10.00 [ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I------------I--------I-----------------I-----------------1-------- 1 Full UDL Dead 346.50 No 2 Full UDL Constr. 264.00 No Self -weight automatically included. DESIGN SECTION: D.Fir-L, No. 1, 6x10 @12.411 plf MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) I 10.0 ft I I I ----------1------------------I Reaction 1 3.11 3.11 B.Length 1 1.0 1.0 SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I --------------I----------------I----------------I------------------1 Analysis Value I Design Value I Analysis/Design I Shear fv @d = 75 Fv' = 106 fv/Fv' = 0.71 Bending(+) fb = 1129 Fb' = 1687 fb/Fb' = 0.67 Live Defl'n 0.09 = <L/999 0.33 = L/360 0.28 Total Defl'n 0.29 = L/417 0.50 = L/240 0.57 Bending(+): Crit.LC#= 2 CD= 1.25 CL= 1.00 Shear : Crit.LC#= 2 CD= 1.25 V@d= 2.62 Deflection: Crit.LC#= 2 Total Deflection = 1.50(Defln dead) + Defln Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks SOFTWARE FOR WOOD DESIGN P Ito File Name: B14 4 Fd(. Woodworks SIZER 1.0g 19 Mar,1996 16:31 COMPANY I PROJECT R. C. E. I Tedford Residence 1708 Salem Street I Falcon's Pointe Phone: (916) 894-8801 1 Goldmann Fax: (916) 894-8801 1 96-028 DESIGN CHECK DESIGN DATA: code: NDS -1991 type: Beam database: Custom material: Timber -soft lateral support: Top= Full Bottom= @Supports total length: 9.00 (ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I------------I--------I-----------------I-----------------I-------- 1 Full UDL Dead 105.00 No 2 Full UDL Constr. 80.00 No Self -weight automatically included. DESIGN SECTION: D.Fir-L, No. 1, 6x8 @ 9.798 plf MAXIMUM REACTIONS and BEARING LENGTHS I 9.0 ft I IA AI ---------- I ------------------I Reaction 1 0.88 0.88 B.Length 1 1.0 1.0 (force=kips, length=in) SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria -------------- I Analysis ---------------- Value I Design Value I Analysis/Design I Shear I fv @d = I 27 ----------------I------------------I Fv' = 106 fv/Fv' = 0.26 Bending(+) fb = 459 Fb' = 1500 fb/Fb' = 0.31 Live Defl'n 0.04 = <L/999 0.30 = L/360 0.13 Total Defl'n 0.12 = L/897 0.45 = L/240 0.27 Bending(+): Crit.LC#= 2 CD= 1.25 CL= 1.00 Shear : Crit.LC#= 2 CD= 1.25 V@d= 0.75 Deflection: Crit.LC#= 2 Total Deflection = 1.50(Defln dead) + Defln Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks SIZER SOFTWARE FOR WOOD DESIGN P n File Name: B15 Woodworks SIZER 1.0g , 19 Mar,1996 15:36 COMPANY I PROJECT R. C. E. I Tedford Residence 1708 Salem Street I Falcon's Pointe Phone: (916) 894-8801 1 Goldmann Fax: (916) 894-8801 1 96-028 DESIGN CHECK DESIGN DATA: code: NDS -1991 type: Beam database: Custom material: Timber -soft lateral support: Top= Full Bottom= @Supports total length: 11.00 [ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I------------I--------I-----------------I-----------------I-------- 1 Full UDL Dead 378.00 No 2 Full UDL Constr. 288.00 No Self -weight automatically included. DESIGN SECTION: D.Fir-L, No. 1, 6x10 @12.411 plf MAXIMUM REACTIONS and BEARING LENGTHS I 11.0 ft I IA AI ---------- I ------------------I Reaction I 3.73 3.73 B.Length I 1.1 1.1 (force=kips, length=in) SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis Value I Design Value I Analysis/Design I -------------- I Shear ---------------- fv @d = 92 I ---------------- Fv' = 106 I ------------------I fv/Fv' = 0.86 Bending(+) fb = 1488 Fb' = 1687 fb/Fb' = 0.88 Live Defl'n 0.15 = L/874 0.37 = L/360 0.41 Total Defl'n 0.46 = L/288 0.55 = L/240 0.83 Bending(+): Crit.LC#= 2 CD= 1.25 Shear : Crit.LC#= 2 CD= 1.25 Deflection: Crit.LC#= 2 Total Deflection = 1.50(Defln dead) CL= 1.00 V@d= 3.19 + Defln Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks SIZER SOFTWARE FOR WOOD DESIGN R 16 File Name: B17,6(3,(511 WoodWorks SIZER 1.Og 19 Mar,1996 15:40 COMPANY I PROJECT R. C. E. I Tedford Residence 1708 Salem.Street I Falcon's Pointe Phone: (916) 894-8801 1 Goldmann Fax: (916) 894-8801 1 96-028 DESIGN CHECK DESIGN DATA: code: NDS -1991 type: Beam database: Custom material: Timber -soft lateral support: Top= Full Bottom= @Supports total length: 7.00 [ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude 1 Location I Pattern I I I Start End I Start End I Load -------- I ----------------- ----------------- I -------- 1 Full UDL Dead 472.50 No 2 Full UDL Constr. 360.00 No Self -weight automatically included. DESIGN SECTION: D.Fir-L, No. 1, 6x8 @ 9.798 plf MAXIMUM REACTIONS and BEARING LENGTHS 7.0 ft I IA AI ---------- I ------------------I Reaction 1 2.95 2.95 B.Length 1 1.0 1.0 (force=kips, length=in) SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis Value I Design Value I Analysis/Design 1 --------------1----------------I----------------II Shear fv @d = 88 Fv' = 106 ------------------ fv/Fv' = 0:83 Bending(+) fb = 1201 Fb' = 1500 fb/Fb' = 0.80 Live Defl'n 0.06 = <L/999 0.23 = L/360 0.27 Total Defl'n 0.19 = L/443 0.35 = L/240 0.54 Bending(+): Crit.LC#= 2 CD= 1.25 CL= 1.00 Shear : Crit.LC#= 2 CD= 1.25 V@d= 2.42 Deflection: Crit.LC#= 2 Total Deflection = 1.50(Defln dead) + Defln Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks 51ZhK SOFTWARE FOR WOOD DESIGN 1°1 File Name: B20 Woodworks SIZER 1.0g 19 Mar,1996 15:41 COMPANY R. C. E. 1708 Salem Street Phone: (916) 894-8801 Fax: (916) 894-8801 DESIGN DATA: I PROJECT I Tedford Residence I Falcon's Pointe I Goldmann 1 96-028 DESIGN CHECK code: NDS -1991 type: Beam database: Custom material: Timber -soft lateral support: Top= Full Bottom= @Supports total length: 6.00 [ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I------------I--------I-----------------I-----------------I-------- 1 Full UDL Dead 84.00 No 2 Full UDL Constr. 64.00 No elf -weight automatically included. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ DESIGN SECTION: D.Fir-L, No. 1, 6x6 @ 7.185 plf ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ MAXIMUM REACTIONS and BEARING LENGTHS I 6.0 ft I I I ---------- I ------------------I Reaction 1 0.47 0.47 B.Length 1 1.0 1.0 (force=kips, length=in) SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis ---------------- Value I Design Value I Analysis/Design I -------------- Shear I fv @d = 20 I ---------------- Fv' = 106 I ------------------I fv/Fv' = 0.18 Bending(+) fb = 302 Fb' = 1500 fb/Fb' = 0.20 Live Defl'n 0.02 = <L/999 0.20 = L/360 0.08 Total Defl'n 0.05 = <L/999 0.30 = L/240 0.16 Bending(+): Crit.LC#= 2 CD= 1.25 CL= 1.00 Shear : Crit.LC#= 2 CD= 1.25 V@d= 0.39 Deflection: Crit.LC#= 2 Total Deflection = 1.50(Defln dead) + Defln Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks SIZER SOFTWARE FOR WOOD DESIGN P 2.0 File Name: B21 WoodWorks SIZER 1.0g 19 Mar,1996 15:51 COMPANY PROJECT R. C. E. I Tedford Residence 1708 Salem Street I Falcon's Pointe Phone: (916) 894-8801 I Goldmann Fax: (916) 894-8801 196-028 DESIGN CHECK DESIGN DATA: code: NDS -1991 type: Beam database: Custom material: Timber -soft lateral support: Top= Full Bottom= @Supports total length: 8.50 [ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude Location I Pattern I I I Start End I Start End I Load -----I------------I--------I-----------------I-----------------I-------- 1 Full UDL Dead 231.00 No 2 Full UDL Constr. 176.00 No Self -weight automatically included. DESIGN SECTION: D.Fir-L, No. 1, 6x8 @ 9.798 plf MAXIMUM REACTIONS and BEARING LENGTHS I 8.5 ft I IA AI ---------- I ------------------I Reaction I 1.77 1.77 B.Length I 1.0 1.0 (force=kips, length=in) SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis Value I Design Value I Analysis/Design I --------------I----------------I----------------I------------------I Shear fv @d = 55 Fv' = 106 fv/Fv' = 0.52 Bending(+) fb = 876 Fb' = 1500 fb/Fb' = 0.58 Live Defl'n 0.07 = <L/999 0.28 = L/360 0.24 Total Defl'n 0.20 = L/500 0.42 = L/240 0.48 Bending(+): Crit.LC#= 2 CD= 1.25 CL= 1.00 Shear : Crit.LC#= 2 CD= 1.25 V@d= 1.51 Deflection: Crit.LC#= 2 Total Deflection = 1.50(Defln dead) + Defln Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks 51ZhK SOFTWARE FOR WOOD DESIGN ? zl File Name: B22 Woodworks SIZER 1:Og 19 Mar,1996 16:33 COMPANY I PROJECT R. C. E. I Tedford Residence 1708 Salem Street I Falcon's Pointe Phone: (916) 894-8801 I Goldmann Fax: (916) 894-8801 196-028 DESIGN DATA: code: type: database: material: service: lateral support: total length: DESIGN CHECK NDS -1991 Beam Custom Glulam Simple wet Top= Full 20.50 [ft] Bottom= @Supports INPUT'LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I------------I--------I-----------------I-----------------I-------- 1 Full UDL Dead 105.00 No 2 Full UDL Constr. 80.00 No Self -weight automatically included. DESIGN SECTION: VG West.DF, 24F -V4, 3.125x15 @11.134 plf MAXIMUM REACTIONS and BEARING LENGTHS I 20.5 ft I IA AI ---------- I ------------------I Reaction 1 2.01 2.01 B.Length I 1.9 1.9 (force=kips, length=in) SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis Value I Design Value I Analysis/Design I -------------- I Shear ---------=------ fv @d = 56 I ---------------- Fv' = 208 I ------------------I fv/Fv' = 0.27 Bending(+) fb = 1055 Fb' = 2400 fb/Fb' = 0.44 Live Defl'n 0.24 = <L/999 0.68 = L/360 0.35 Total Defl'n 0.77 = L/320 1.02 = L/240 0.75 Bending(+): Crit.LC#= 2 CD= 1.25 CL= 1.00 CV= 1.00(KL=1) Shear : Crit.LC#= 2 CD= 1.25 V@d= 1.77 Deflection: Crit.LC#= 2 Total Deflection = 1.50(Defln dead) + Defln Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: bxd = actual breadth x actual depth. 3. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. WoodWorks SIZER SOFTWARE FOR WOOD DESIGN P zz File Name: B23 COMPANY R. C. E. 1708 Salem Street Phone: (916) 894-8801 Fax: (916) 894-8801 Woodworks SIZER k.Og 19 Mar,1996 15:54 I PROJECT I Tedford Residence I Falcon's Pointe I Goldmann 1 96-028 DESIGN CHECK DESIGN DATA: code: NDS -1991 type: Beam database: Custom material: Timber -soft service: wet lateral support: Top= Full Bottom= @Supports total length: 15.50 [ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I------------I--------I-----------------I-----------------I-------- 1 Full UDL Dead 105.00 No 2 Full UDL Constr. 80.00 No Self -weight automatically included. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ DESIGN SECTION: D.Fir-L, No. 1, 6x10 @12.411 plf ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ MAXIMUM REACTIONS and BEARING LENGTHS I 15.5 ft I IA AI ---------- I ------------------I Reaction 1 1.53 1.53 B.Length I 1.0 1.0 (force=kips, length=in) SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria -------------- I Analysis ---------------- Value I Design Value I Analysis/Design I Shear I fv @d = I 39 ---------------- Fv' = 106 I ------------------I fv/Fv' = 0.37 Bending(+) fb = 860 Fb' = 1687 fb/Fb' = 0.51 Live Defl'n 0.17 = <L/999 0.52 = L/360 0.32 Total Defl'n 0.53 = L/351 0.77 = L/240 0.68 Bending(+): Crit.LC#= 2 CD= 1.25 CL= 1.00 Shear : Crit.LC#= 2 CD= 1.25 V@d= 1.37 Deflection: Crit.LC#= 2 Total Deflection = 1.50(Defln dead) + Defln Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1: WoodWorks SIZER SOFTWARE FOR WOOD DESIGN P 23 File Name: B24 WoodWorks SIZER 1.Og 20 Mar,1996 1:4:37 COMPANY R. C. E. 1708 Salem Street Phone: (916) 894-8801 Fax: (916) 894-8801 DESIGN DATA: code: type: database: material: service: lateral support: total length: I PROJECT I Tedford Residence I Falcon's Pointe I Goldmann 1 96-028 DESIGN CHECK NDS -1991 Beam Custom Timber -soft wet Top= Full Bottom= @Supports 20.50 [ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I------------I--------I-----------------I-----------------I-------- 1 Full UDL Dead 126.00 No 2 Full UDL Constr. 96.00 No f -weight automatically included. DESIGN SECTION: D.Fir-L, No. 1, 6x14 @17.636 plf MAXIMUM REACTIONS and BEARING LENGTHS I 20.5 ft I IA AI ----------I------------------1 Reaction 1 2.46 2.46 B.Length I 1.1 1.1 (force=kips, length=in) SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis ---------------- Value I Design Value I Analysis/Design I -------------- Shear I fv @d = 44 I ----------------II Fv' = 106 ------------------ fv/Fv' = 0.42 Bending(+) fb = 904 Fb' = 1671 fb/Fb' = 0.54 Live Defl'n 0.21 = <L/999 0.68 = L/360 0.31 Total Defl'n 0.69 = L/358 1.02 = L/240 0.67 Bending(+): Crit.LC#= 2 CD= 1.25 CL= 1.00 Shear : Crit.LC#= 2 CD= 1.25 V@d= 2.19 Deflection: Crit.LC#= 2 Total Deflection 1.50(Defln dead) + Defln Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks SIZER SOFTWARE FOR WOOD DESIGN Q 24 File Name: B25 WoodWorks SIZER 1,.Og 19 Mar,1996 16:05 COMPANY R. C. E. 1708 Salem Street Phone: (916) 894-8801 Fax: (916) 894=8801 PROJECT Tedford Residence I Falcon's Pointe I Goldmann 1 96-028 DESIGN CHECK DESIGN DATA: code: NDS -1991 type: Beam database: Custom material: Timber -soft service: wet lateral support: Top= Full Bottom= @Supports total length: 13.50 [ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude 1 Location I Pattern I I I Start End I Start End I Load -----I------------I--------I-----------------1-----------------I-------- 1 Full UDL Dead 105.00 No 2 Full UDL Constr. 80.00 No Self -weight automatically included. DESIGN SECTION: D.Fir-L, No. 1, 6x8 @ 9.798 plf MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) 1 13.5 ft I IA AI ----------I------------------1 Reaction 1 1.31 1.31 B.Length 1 1.0 1.0 SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis Value I Design Value I Analysis/Design I -------------- Shear I ---------------- fv @d = I 43 ----------------I------------------I Fv' = 106 fv/Fv' = 0.41 Bending(+) fb = 1033 Fb' = 1500 fb/Fb' = 0.69 Live Defl'n 0.19 = L/838 0.45 = L/360 0.43 Total Defl'n 0.61 = L/265 0.90 = L/180 0.68 Bending(+): Crit.LC#= 2 CD= 1.25 CL= 1.00 Shear : Crit.LC#= 2 CD= 1.25 V@d= 1.19 Deflection: Crit.LC#= 2 Total Deflection = 1.50(Defln dead) + Defln Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks SIZER SOFTWARE FOR WOOD DESIGN P 2S File Name: B26 Woodworks SIZER 1..Og 19 Mar,1996 16:06 COMPANY I PROJECT R. C. E. I Tedford Residence 1708 Salem Street I Falcon's Pointe Phone: (916) 894-8801 I Goldmann Fax: (916) 894-8801 196-028 DESIGN CHECK DESIGN DATA: code: NDS -1991 type: Beam database: Custom material: Timber -soft service: wet lateral support: Top= Full Bottom= @Supports total length: 10.00 (ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I------------I--------I-----------------I-----------------I-------- 1 Full UDL Dead 210.00 No 2 Full UDL Constr. 160.00 No Self -weight automatically included. DESIGN SECTION: D.Fir-L, No. 1, 6x8 @ 9.798 plf MAXIMUM REACTIONS and BEARING LENGTHS I 10.0 ft I IA AI ---------- I ------------------I Reaction I 1.90 1.90 B.Length I 1.0 1.0 (force=kips, length=in) SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis Value I Design Value I Analysis/Design I -------------- I Shear ---------------- fv @d = I 60 ---------------- Fv' = 106 ------------------ II fv/Fv' = 0.57 Bending(+) fb = 1105 Fb' = 1500 fb/Fb' = 0.74 Live Defl'n 0.12 = <L/999 0.33 = L/360 0.35 Total Defl'n 0.36 = L/336 0.67 = L/180 0.53 Bending(+): Crit.LC#= 2 CD= 1.25 CL= 1.00 Shear : Crit.LC#= 2 CD= 1.25 V@d= 1.66 Deflection: Crit.LC#= 2 Total Deflection = 1.50(Defln dead) + Defln Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks 51ZER SOFTWARE FOR WOOD DESIGN P ZS File Name: B27 Woodworks SIZER 1,.Og 21 Mar,1996 13:09 COMPANY R. C. E. 1708 Salem Street Phone: (916) 894-8801 Fax: (916) 894-8801 DESIGN DATA: code: type: database: material: service: lateral support: total length: PROJECT I Tedford Residence I Falcon's Pointe I Goldmann 196-028 DESIGN CHECK NDS -1991 Beam Custom Timber -soft wet Top= Full Bottom= @Supports 6.00 [ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Analysis/Design I I Pattern I ----------------I---------------- fv @d = I I I Start End I Start End I Load -----I------------I--------I-----------------I-----------------I-------- 1 Full UDL Dead 20.00 Live Defl'n 0.05 = No 2 Part'l UDL Live 80.00 80.00 3.00 6.00 No 3 Part'l UDL Dead 50.00 50.00 3.00 6.00 No 4 Point Wind 3.27 3.00 No 5 Part'l UDL Live 133.00 133.00 0.00 3.00 No Self -weight automatically included. Custom duration factor for Wind load = 1.00 ************************************************************************ DESIGN SECTION: D.Fir-L, No. 1, 6x10 @12.411 plf ************************************************************************ MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) I 6.0 ft I IA AI ---------- I ------------------I Reaction I 2.13 2.12 .B.Length I 1.0 1.0 SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria -------------- I Analysis Value I Design Value I Analysis/Design I Shear I ----------------I---------------- fv @d = 57 Fv' = 85 I ------------------I fv/Fv' = 0.67 Bending(+) fb = 818 Fb' = 1350 fb/Fb' = 0.61 Live Defl'n 0.05 = <L/999 0.20 = L/360 0.23 Total Defl'n 0.05 = <L/999 0.30 = L/240 0.16 Bending(+): Crit.LC#= 3 CD= 1.00 CL= 1.00 Shear : Crit.LC#= 3 CD= 1.00 V@d= 2.00 Deflection: Crit.LC#= 3 Total Deflection = 1.50(Defln dead) + Defln Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Gs P- ce BOe, q (v - 07.8 I O 4.5 G4 T .3.2s. 3.s 1 »>- oacco le, -1 0-)-F0r-4>7Zes. IZO � I D I I I M M i I I I IZO � I D I I I M N I I i 0 I I 1� i IZO � I D I I I M 03/19/96 - Lateral Analysis - Tedford Residence - R.C.E. Job 96-028 Wind Loads -- Method 1 p= Ce•Cq•gs•I p= P= P= P= P= p= IWW rll W IWR ()WR 01R nPR Wind Spee 75 mph �INARMEK"KXZ R MOU0111111 &lr� [0:11 *22 1ME � M1 NEM rri @ Lines 6 to 7 BAR >t 0.62 @ 0 to 15' KM[b1aim pgl•�th� 0.67 @ 15 to 20' 1 AKIAMMUme" . e Wind Spee 75 mph Exposure: B where; @ Lines 6 to 7 Ce = 0.62 @ 0 to 15' Ce = 0.67 @ 15 to 20' Ce = 0.72 @ 20 to 25' Ce = 0.76 @ 25 to 30' Ce = 0.84 @ 30 to 40' Ce = 0.95 @ 40 to 60' Cq = 0.8 (IWW) Inward @ Windward Wall Cq = 0.5 (OLW) Outward @ Leeward Wall Cq = 0.3 (IWR) Inward @ Windward Roof Cq = 0.7 (OWR) Outward @ Windward Roof Cq = 0.7 (OLR) Outward @ Leeward Roof Cq = 0.7 (OPR) Outward @ Parallel To Rid g cis = 14.4 psf 1 = 1.00 Importance Factor of Slone = 6 Rise to 12 Horiz. Wind Loading N -S at E -W @ Ridge Tributary Normal Resultant Horizontal Pressure @ Lines 6 to 7 Lines 9 to 11 Area Pressure Force Force 4.00 Mean Roof Height 14.0 feet 6.00 feet @ 7.1 psf = 43 lbs. (IWW) @ 0 to 15' Uplift Pressure = 5.6 psf 6.00 feet @ 4.5 psf = 27 lbs. (OLW) @ 0 to 15' @ 15 to 20' 3.00 feet @ 2.7 psf = 4 lbs. (IWR) @ 0 to 15' @ 0 to 15' 1.00 feet @ 2.9 psf = 1 lbs. (IWR) @ 15 to 20' @ 15 to 20' 0.00 feet @ 3.1 psf = 0 lbs. (IWR) @ 20 to 25' @ 20 to 25' 4.00 feet @ 6.2 psf = I 1 lbs. (OLR) @ 0 to 15' @ 15 to 20' Fp = 86 pif - horiz. Wind Loading N -S 8t E -W @ Ridge Tributary Normal Resultant Horizontal Normal @ Lines 8 to 9 Area Pressure Force Area Pressure Mean Roof Height 15.0 feet 5.50 feet @ 7.1 psf = 39 lbs. (IWW) @ 0 to 15' Uplift Pressure = 5.6 psf 5.50 feet @ 4.5 psf = 25 lbs. (OLW) @ 0 to 15' 22 lbs. 4.00 feet @ 2.7 psf = 5 lbs. (IWR) @ 0 to 15' 7 lbs. 4.00 feet @ 2.9 psf = 5 lbs. (IWR) @ 15 to 20' 6 lbs. 0.00 feet @ 3.1 psf = 0 tbs. (IWR) @ 20 to 25' 3 lbs. 8.00 feet @ 6.2 psf = 22 lbs. (OLR) @ 0 to 15' 39 lbs. (OLR) @ 15 to 20' Fo =1 96 olf - horiz. nd Loading N -S 8t E -W @ Ridge Tributary Normal Resultant Horizontal Pressure 4.50 Lines 9 to 11 7.1 psf = Area Pressure Force 4.00 feet@ !an Roof Height 16.8 feet 5.50 feet @ 7.1 psf = 39 lbs. (IWW) @ 0 to 15' Uplift Pressure = 5.6 psf 5.50 feet @ 4.8 psf = 27 lbs. (OLW) @ 15 to 20' 4.00 feet @ 2.7 psf = 5 lbs. (IWR) @ 0 to 15' 5.00 feet @ 2.9 psf = 6 lbs. (IWR) @ 15 to 20' 2.50 feet @ 3.1 psf = 3 lbs. (IWR) @ 20 to 25' 11.50 feet @ 6.8 psf = 35 lbs. (OLR) @ 15 to 20' Fp =1 115 Of - horiz. nd Loading N -S 8E E -W @ 1st Level Tributary Normal Resultant Horizontal Lines 11 to 12 Area Pressure Force :an Roof Height 15.5 feet 4.50 feet @ 7.1 psf = 32 lbs. (IWW) @ 0 to 15' Uplift Pressure = 5.6 psf 4.50 feet @ 4.8 psf = 22 lbs. (OLW) @ 15 to 20' 6.00 feet @ 2.7 psf = 7 lbs. (IWR) @ 0 to 15' 5.00 feet @ 2.9 psf = 6 lbs. (IWR) @ 15 to 20' 2.00 feet @ 3.1 psf = 3 lbs. (IWR) @ 20 to 25' 13.00 feet @ 6.8 psf= 39 lbs. (OLR) @ 15 to 20' Fn =1 1 1 O nif - horiz_ Wind Loading N -S 8[ E -W @ 1 st Level @ Lines 12 to 13 Mean Roof Height 11.5 feet Uplift Pressure = 5.6 psf Tributary Normal Area Pressure 4.50 feet @ 7.1 psf = 4.50 feet @ 4.5 psf = 4.00 feet@ 2.7 psf - 0.00 feet @ 2.9 psf = 0.00 feet @ 3.1 psf = 4.00 feet @ 6.2 nsf = Resultant Horizontal Force 32 lbs. (IWW) @ 0 to 15' 20 lbs. (OLW) @ 0 to 15' 5 lbs. (IWR) @ 0 to 15' 0 lbs. (IWR) @ 15 to 20' 0 lbs. (IWR) @ 20 to 25' 11 lbs. (OLR) @ 0 to 15' LJ �.1.=.11M 03/19/96 - Lateral Analysis - Tedford Residence - R.C.E. Job 96-028 ?g 2.q Wind Loading E -W @ Ist Level Tributary Normal Resultant Horizontal @ West Gabel End Ridge Area Pressure Force Mean Roof Height 11.5 feet 4.00 feet @ 7.1 psf = 29 lbs. (IWW) @ 0 to 15' Uplift Pressure = 5.6 psf 5.00 feet @ 7.1 psf = 36 lbs. (IWW) @ 15' to 20' 2.00 feet @ 7.1 psf = 14 tbs. (IWW) @ 20 to 25' 11.00 feet @ 4.5 psf = 49 lbs. (OLW) @ 0 to 15' 0.00 feet @ 2.7 psf = 0 lbs. (IWR) @ 0 to 15' 0.00 feet @ 2.9 psf = 0 lbs. (IWR) @ 15 to 20' 0.00 feet @ 3.1 psf = 0 lbs. (IWR) @ 20 to 25' 0.00 feet @ 3.3 psf = 0 lbs. (IWR) @ 25 to 30' 0.00 feet @ 6.2 psf = 0 lbs. (OLR) @ 0 to IS' Fp = 128 pt f - horiz. Wind Loading E -W @ 1st Level Tributary Normal Resultant Horizontal @ East Gabel End Ridge Area Pressure Force Mean Roof Height 11.5 feet 5.00 feet @ 7.1 psf = 36 lbs. (IWW) @ 0 to 15' Uplift Pressure = 5.6 psf 1.00 feet @ 7.1 psf = 7 lbs. (IWW) @ 15' to 20' 2.00 feet @ 7.1 psf = 14 lbs. (IWW) @ 20 to 25' 8.00 feet @ 4.5 psf = 36 lbs. (OLW) @ 0 to 15' 0.00 feet @ 2.7 psf = 0 lbs. (IWR) @ 0 to 15' 0.00 feet @ 2.9 psf = 0 lbs. (IWR) @ IS to 20' 0.00 feet @ 3.1 psf = 0 lbs. (IWR) @ 20 to 25' 0.00 feet @ 3.3 psf = 0 lbs. (IWR) @ 25 to 30' 0.00 feet @ 6.2 psf = 0 lbs. (OLR) @ 0 to 15' P =I Y JPhoriz. Wind Loading N -S 61 E -W @ Ist Level Tributary Normal Resultant Horizontal @ two story section Area Pressure Force Mean Roof Height 15.8 feet 10.00 feet @ 7.1 psf = 71 lbs. (IWW) @ 0 to IS' Upllft Pressure = 5.6 psf 10.00 feet @ 4.8 psf = 48 lbs. (OLW) @ 15 to 20' 0.00 feet @ 2.7 psf = 0 tbs. (IWR) @ 0 to 15' 0.00 feet @ 2.9 psf = 0 lbs. (IWR) @ IS to 20' 0.00 feet @ 3.1 psf = 0 lbs. (IWR) @ 20 to 25' 0.00 feet @ 6.8 psf = 0 lbs. (OLR) @ 15 to 20' Fp = 120 plf - horiz. Wind Loading N -S 8t E -W @ 2nd Level Tributary Normal Resultant Horizontal @ two story section Area Pressure Force Mean Roof Height 22.3 feet 0.00 feet @ 7.1 psf = 0 lbs. (IWW) @ 0 to 15' Uplift Pressure = 5.6 psf 5.00 feet @ 7.1 psf = 36 lbs. (IWW) @ 15' to 20' 0.00 feet @ 7.1 psf = 0 lbs. (IWW) @ 20 to 25' 5.00 feet @ 5.2 psf = 26 lbs. (OLW) @ 20 to 25' 0.00 feet @ 2.7 psf = 0 lbs. (IWR) @ 0 to 15' 0.00 feet @ 2.9 psf = 0 lbs. (IWR) @ 15 to 20' 4.50 feet @ 3.1 psf = 6 lbs. (IWR) @ 20 to 25' 0.00 feet @ 3.3 psf = 0 lbs. (IWR) @ 25 to 30' 4.50 feet @ 7.3 psf = 15 lbs. (OLR) @ 20 to 25' Fp = 82 Plf - horiz. Wind Loading N -S er E -W @ Garage Ridge Tributary Normal Resultant Horizontal Area Pressure Force Mean Roof Height 12.5 feet 4.50 feet @ 7.1 psf = 32 lbs. (IWW) @ 0 to 15' Uplift Pressure = 5.6 psf 0.00. feet @ 7.1 psf = 0 lbs. (IWW) @ 15' to 20' 0.00 feet @ 7.1 psf = 0 lbs. (IWW) @ 20 to 25' 4.50 feet @ 4.5 psf = 20 tbs. (OLW) @ 0 to 15' 0.00 feet @ 2.7 psf = 0 8n. (IWR) @0 to 15' 6.00 feet @ 2.9 psf = 8 tbs. (IWR) @ 15 to 20' 1.00 feet @ 3.1 psf = 1 lbs. (IWR) @ 20 to 25' 0.00 feet @ 3.3 psf = 0 lbs. (IWR) @ 25 to 30' 7.00 feet @ 6.2 psf = 20 lbs. (OLR) @ 0 to 15' Fp = 81 plf - horiz. 03/19/96 - Lateral Analysis - Tedford Residence - R.C.E. fob 96-028 ?V0 UBC Seismic Loads - Static Force Procedure V= (Z•1•C/Rw)•W where; Z = 0.3 Zone 3 1 = 1.00 Importance Factor p=1 0.103 •W I C= 2.75 maximum Rw = 8.0 Plywood Shear Walls W = Building Weight Seismic Roof Loading @ Wall Lines 1 - 2 Tributary Weights = 15.00 feet of Roof @ 21.02 psf One - Story Roof Loadings 10.00 feet of Ext. Wall @ 17.00 psf 0.00 feet of Int. Wall @ 10.00 psf V 50 p oriz. Seismic Roof Loading @ Wall Lines 2 - 5 Tributary Weights = 28.00 feet of Roof @ 21.02 psf One - Story Roof Loadings 10.00 feet of Ext. Wall @ 17.00 psf 0.00 feet of Int. Wall @ 10.00 psf V 78 p oriz. Seismic Roof Loading @ Wall Lines 3 - 4 Tributary Weights = 38.00 feet of Roof @ 21.02 psf One - Story Roof Loadings 10.00 feet of Ext. Wall @ 17.00 psf 5.00 feet of Int. Wall @ 10.00 psf V 105 p -oriz. Seismic Roof Loading @ Wall Lines 6 - 7 Tributary Weights = 15.00 feet of Roof @ 21.02 psf One - Story Roof Loadings 10.00 feet of Ext. Wall @ 17.00 psf 0.00 feet of Int. Wall @ 10.00 psf V 50 pl oriz. Seismic Roof Loading @ Wall Lines 7 - 8 Tributary Weights = 33.00 feet of Roof @ 21.02 psf Second - Story Roof Loadings 10.00 feet of Ext. Wall @ 17.00 psf 5.00 feet of Int. Wall @ 10.00 psf V 94 p oriz. Seismic Roof Loading @ Wall Lines 7 - 8 Tributary Weights = 35.00 feet of Floor @ 12.00 psf First - Story Floor Loadings 20.00 feet of Ext. Wall @ 17.00 psf 15.00 feet of Int. Wall @ 10.00 psf V 94 p oriz. Seismic Roof Loading @ Wall Lines 8 - 9 Tributary Weights = 33.00 feet of Roof @ 21.02 psf One - Story Roof Loadings 10.00 feet of Ext. Wall @ 17.00 psf 5.00 feet of Int. Wall @ 10.00 psf V 94 p onz. 03/19/96 - Lateral Analysis - Tedford Residence - R.C.E. Job 96-028 RS 3I Seismic Roof Loading @ Wall Lines 9 - 10 Tributary Weights = 50.50 feet of Roof @ 21.02 psf One - Story Roof Loadings 10.00 feet of Ext. Wall @ 17.00 psf 5.00 feet of Int. Wail @ 10.00 psf V 132 p - oriz. Seismic Roof Loading @ Wall Lines 10 - 1 Tributary Weights = 46.50 feet of Roof @ 21.02 psf One - Story Roof Loadings 10.00 feet of Ext. Wall @ 17.00 psf 5.00 feet of Int. Wall @ 10.00 psf V = 1 123 Of onz. Seismic Roof Loading @ Wali Lines 11 - 1 Tributary Weights = 50.50 feet of Roof @ 21.02 psf One - Story Roof Loadings 10.00 feet of Ext. Wall @ 17.00 psf 15.00 feet of Int. Wall @ 10.00 psf V 142 p - oriz. Seismic Roof Loading @ Wall Lines 12 - 1 Tributary Weights = 27.00 feet of Roof @ 21.02 psf One - Story Roof Loadings 10.00 feet of Ext. Wall @ 17.00 psf 5.00 feet of Int. Wall @ 10.00 psf V 81 p oriz. Seismic Roof Loading @ Wall Lines A - B Tributary Weights = 19.00 feet of Roof @ 21.02 psf One - Story Roof Loadings 10.00 feet of Ext. Wall @ 17.00 psf 0.00 feet of Int. Wall @ 10.00 psf V 59 pi Seismic Roof Loading @ Wall Lines B - E Tributary Weights = 42.00 feet of Roof @ 21.02 psf One - Story Roof Loadings 15.00 feet of Ext. Wall @ 17.00 psf 0.00 feet of Int. Wall @ 10.00 psf V 117 pif - horiz. Seismic Roof Loading @ Wail Lines C - D Tributary Weights = 8.50 feet of Roof @ 21.02 psf One - Story Roof Loadings 10.00 feet of Ext. Wall @ 17.00 psf 0.00 feet of Int. Wall @ 10.00 psf V 36 p oriz. Seismic Roof Loading @ Wall Lines I - K Tributary Weights = 18.00 feet of Roof @ 21.02 psf One - Story Roof Loadings 10.00 feet of Ext. Wall @ 17.00 psf 5.00 feet of Int. Wall @ 10.00 psf V 62 p or z. 03/19/96 - Lateral Analysis - Tedford Residence - R.C.E. Job 96-028 ?5 32 Seismic Roof Loading @ Wail Lines G - P Tributary Weight = 18.00 feet of Roof @ 21.02 psf Second - Story Roof Loadings 10.00 feet of Ext. Wall @ 17.00 psf 5.00 feet of Int. Wall @ 10.00 psf V 62 p onz. Seismic Roof Loading @ Wall Lines H - L Tributary Weight = 16.00 feet of Roof @ 21.02 psf One - Story Roof Loadings 10.00 feet of Ext. Wall @ 17.00 psf 5.00 feet of Int. Wall @ 10.00 psf V 75 p -onz. 14.00 feet of Floor @ 12.00 psf Seismic Roof Loading @ Wall Lines F -N -R Tributary Weight = 44.00 feet of Roof @ 21.02 psf One - Story Roof Loadings 10.00 feet of Ext. Wall @ 17.00 psf 15.00 feet of Int. Wall @ 10.00 psf V 128 p oriz. Seismic Roof Loading @ Wall Lines ] - M Tributary Weight = 19.00 feet of Roof @ 21.02 psf One - Story Roof Loadings 10.00 feet of Ext. Wall @ 17.00 psf 5.00 feet of Int. Wall @ 10.00 psf V 64 p oriz. 03/19/96 - Lateral Analysis - Tedford Residence - R.C.E. Job 96-028 FCj33 Lateral Load Summary 2nd Level House Loadings Wall Line Tributary Unit Loads Wall Loads Controlling ID Length Seismic Wind Seismic Wind Load Case ft. .I.f. .i.f.) (kis (kips) 7 Tributary Length ft. 9.00 94 82 0.848 0.742 Seismic Controls 8 Wind Controls 9.00 94 82 0.848 0.742 Seismic Controls G 78 81 16.50 62 82 1.018 1.361 Wind Controls P 4 16.50 62 82 1.018 1.361 Wind Controls Wall Line ID Tributary Length ft. Unit Loads Seismic Wind .I.f. .I.f.) Wall Loads Seismic Wind (kis (kips) Controlling Load Case 1 5.50 50 81 0.275 0.445 Wind Controls 2 -East Side 3.50 50 81 0.175 0.283 Wind Controls 2 -West Side 21.00 78 81 1.643 1.700 Wind Controls 3 9.50 105 81 0.998 0.769 Seismic Controls 4 9.50 105 81 0.998 0.769 Seismic Controls 5 21.00 78 81 1.643 1.700 Wind Controls A 7.00 59 81 0.411 0.567 Wind Controls B -South Side 5.00 59 81 0.294 0.405 Wind Controls B -North Side 14.00 117 81 1.643 1.133 Seismic Controls C 7.50 36 81 0.270 0.607 Wind Controls D 7.50 36 81 0.270 0.607 Wind Controls E 14.00 117 81 1.643 1.133 Seismic Controls 03/19/96 - Lateral Analysis - Tedford Residence - R.C.E. Job 96-028 ?� 34 1 st Level House Loadings Wall Line ID Tributary Length ft. Unit Loads Seismic Wind .l.f.) .l.f. Wall Loads Seismic Wind kis (kips) Controlling Load Case 6 9.00 50 86 0.450 0.771 Wind Controls 7 -East Side 7.00 50 86 0.350 0.600 Wind Controls 7 -West Side 7.00 94 120 0.657 0.838 Wind Controls 8 -East Side 7.00 94 120 0.657 0.838 Wind Controls 8 -West Side 8.00 94 96 0.754 0.769 Wind Controls 9 -East Side 8.00 94 96 0.754 0.769 Wind Controls 9 -West Side 17.00 132 115 2.247 1.960 Seismic Controls 10 -East Side 7.00 132 115 0.925 0.807 Seismic Controls 10 -West Side 2.00 123 115 0.247 0.23.1 Seismic Controls 1 1 -East Side 17.00 123 115 2.099 1.960 Seismic Controls 1 1 -West Side 8.00 142 110 1.140 0.876 Seismic Controls 12 -East Side 8.00 142 110 1.140 0.876 Seismic Controls 12 -West Side 7.00 81 68 0.568 0.477 Seismic Controls 13 12.00 81 68 0.975 0.818 Seismic Controls F 23.00 128 128 2.953 2.936 Seismic Controls H 6.00 75 128 0.448 0.766 Wind Controls H 10.00 75 120 0.747 1.197 Wind Controls 1 7.50 62 93 0.463 0.696 Wind Controls 11.00 64 68 0.703 0.750 Wind Controls 7.00 64 68 0.447 0.477 Wind Controls K 7.50 62 93 0.463 0.696 Wind Controls L 10.00 75 120 0.747 1.197 Wind Controls L 5.00 75 120 0.373 0.598 Wind Controls M 8.00 64 68 0.511 0.546 Wind Controls N 23.00 128 128 2.953 2.936 Seismic Controls N 4.00 128 128 0.513 0.511 Seismic Controls P 3.50 75 120 0.261 0.419 Wind Controls 6.00 128 1 128 0.770 0.766Seismic Controls R 6.00 128 128 0.770 0.766 Seismic Controls 03/19/96 - Lateral Analysis - Tedford Residence - R.C.E. Job 96-028 F,,2,15 Chord Force Summary (worst cases) Chord Boundary Chord Data Chord Length (L) Line ft Unit Load (w) Depth (D) Seismic Wind h I I Max Chord Force (T)= w•L2 Kis 8•D # Nails Required At Each Chord Garage Roof Diaphram Chord Forces 2 a 5 BETE 38.5 24.0 78 81 0.62 5 -16d's B8EE 28T5 24.0 38.6 117 81 0.22 2 -16 d's House Roof Diaphram Chord Forces 78T8 G81P 14.5 30.0 94 82 0.08 1 -16 d's G 8E P 7 8E 8 30.0 14.5 62 128 0.99 7 -16 d's 98T 12 F81N 50.0 33.0 142 115 1.35 10 -16 d's F 8E N 9& 12 33.0 50.0 128 128 0.35 3 -16 d's 2nd Floor Diaphram Chord Forces 78T8 G U L 14.5 1 21.0 94 120 0.15 2 -16 d's G8TL I 78E8 1 21.0 1 4.5 75 120 0.45 4 -16 d's Max. Drag Force @ Line F Nail Size = Nail Shear Capacity = Max Number Required 16 d Required Nails 108 pounds At Splice = 14 -16 d's 1.95 T 1.33•Shear Cap. i 03/27/96 - Lateral Analysis - Tedford Residence R.C.E. Job 96-028 i SHEAR STRESSES AND SHEAR ANCHORAGE SUMMARY Wall ine ID Wall Loads Seismic Wind (kips) (kips) Wall Length (feet) WallHorizontal Stresses (plf) Diaphragm Lengths 8L Stresses Sill Plate Shear Anchorage Bolt Dia. (in.) or Connector. Type Capacity (kips) . Spacing (feet) (plf) (feet) (plf) East Side West Side 1 @ 1 st Level I@ Foundation 0.28 0.45 9 49 11 40 0.500 0.841 48 inches o.c. 2@ 1 st Level 2@ Foundation 1.82 1.98 12 165 11 26 23 74 0.500 0.841 48 inches o.c. 3@ 1 st Level 3@ Foundation 1.00 0.77 10 100 9 1 1 1 0.500 0.841 48 inches o.c. 4@ 1 st Level 4@ Foundation 1.00 0.77 6 166 9 1 1 1 0.500 0.841 48 inches o.c. 5@ 1st Level 5@ Foundation 1.64 1.70 20.5 83 23 74 0.500 0.841 48 inches o.c. 6@ 1 st Level 6@ Foundation 0.45 0.77 7 110 11 70 0.500 0.841 48 inches o.c. 7@ 2nd Level 7@ 1 st Level 7@ Foundation 0.85 1.86 0.74 2.18 23.5 15.5 36 141 30 28 A35 0.500 0.450 0.841 48 inches o.c. 48 inches o.c. 27 22 27 31 8@ 2nd Level 8@ 1st Level 8@ Foundation 0.85 2.26 0.74 2.35 27.5 22.5 31 104 27 31 A35 0.500 0.450 0.841 48 inches o.c. 48 inches o.c. 27 31 20 38 9@ 1st Level 9@ Foundation 3.00 2.73 31 97 20 38 41 55 0.500. 0.841 48 inches o.c. 10@ 1 st Level 10@ Foundation 1.17 1.04 7 167 41 29 0.500 0.841 48 inches o.c. i l @ 1 st Level 11@ Foundation 3.24 2.84 28 116 41 51 41 28 0.500 0.841 48 inches o.c. 12@ 1 st Level 12@ Foundation 1.71 1.35 22 78 41 28 27 21 0.500 0.841 48 inches o.c. 13@ 1 st Level 13@ Foundation 0.97. 0.82 4 244 27 36 0.500 0.841 36 inches o.c. D�= w 4 03/22/96 - Lateral Analysis - Tedford Residence - R.C.E. fob 96-028 Wall ne ID Wall Loads Seismic Wind (kips) (kips) Wall Length (feet) WallHorizontal Stresses (plo Diaphragm Lengths 8E Stresses Sill Plate Shear Anchorage Bolt Dia. (in.) or Connector Type Capacity (kips) Spacing (feet) (plf) (feet) (plf) South Side North Side A@ 1st Level A@ Foundation 0.41 0.57 12 47 16 35 0.500 0.841 48 inches o.c. B@ 1st Level B@ Foundation 1.94 1.54 22 88 16 25 38 43 0.500 0.841 48 inches o.c. C@ 1st Level C@ Foundation 0.27 0.61 7 87 7 87 0.500 0.841 48 inches o.c. D@ 1st Level D@ Foundation 0.27 0.61 7 87 7 87 0.500 0.841 48 inches o.c. E@ 1 st Level E@ Foundation 1.64 1.13 10 164 38 43 0.500 0.841 48 inches o.c. F@ 1 st Level F@ Foundation 2.95 2.94 17.5 169 50 59 0.500 0.841 48 inches o.c. G@ 2nd Level G@ Foundation 1.02 1.36 6.5 209 14.5 94 A35 0.500 0.450 0.841 24 inches o.c. 48 inches o.c. H@ 1 st Level H@ Foundation 2.21 3.32 12 277 14.5 82 0.500 0.841 36 inches o.c. 1@ 1 st Level I@ Foundation 0.46 0.70 14 50 14 50 0.500 0.841 48 inches o.c. J@ 1st Level )@ Foundation 1.15 1.23 11.5 107 14 88 0.500 0.841 48 inches o.c. K@ 1 st Level K@ Foundation 0.46 0.70 11.5 61 14 50 0.500 0.841 48 inches o.c. L@ 1 st Level L@-Foundadon 1.12 1.79 7 256 16 112 0.500 0.841 36 inches o.c. M@ 1st Level M@ Foundation 0.51 0.55 11 50 14 39 0.500 0.841 48 inches o.c. N@ 1 st Level N@ Foundation 3.47 3.45 5 693 20 173 0.500 0.841. 12 inches o.c. P@ 2nd Level P@ 1 st Level P@ Foundation 1.02 1.28 1.36 1.78 10 10 136 178 14.5 94 A35 0.500 0.450 0.841 36 inches o.c. 48 inches o.c. 14.5 123 Q@ 1st Level Q@ Foundation 0.77 0.77 6 128 14 55 0.500 0.841 48 inches o.c. R@ 1 st Level R@ Foundation 0.77 0.77 8 96 1 16 48 0.500 0.841 48 inches o.c. 2 2 4J SEE SCHEDULE FOR SILL PLATE NAILING INTERIOR FINISH, SEE ARCH. DW755. OR SEE SCHED BELOW FOR TWO SIDED PLYWOOD SHEAR WALL. PLYWOOD SHEATHING SEE SCHEO. APPLY DIRECTLY TO STUD5 • Ib" O.G. W/ FACE &RAIN PARALLEL TO SUPPPORTS BLOGKIN6 a ALL PLYWOOD JOINTS A.B. SPACING PER SCHED. d WITHIN W OF ENDS OF WALL NOTE: ALL PLYWOOD NAILING SHOWN 15 EDGE NAILING NOTES: 1) MINIMUM PLYWOOD PANEL DIMENSION 15 12". 2) PROVIDE BLOCKING AT ALL PLYWOOD JOINTS. 5) 3/6" PLYWOOD SHALL BE PLACED WITH THE FACE OF GRAIN PARALLEL TO STUDS, (VERT). 4) ANCHOR BOLTS SHALL BE SPACED A5 INDICATED ABOVE t WITHIN q" OF EN05 OF WALL W/ 9" MIN EMBED. 5) ALL EXTERIOR WALL5 NOT SPECIFIED SHALL BE TYPE WITH ANCHOR BOLTS SPACED • "12" oz. 6) TOP PLATE SPLICES SHALL BE 21-16d NAILS U.O.N. '7) WALL SEATHING (BELOW) MAY BE 5WITCHEO FROM 3/6" COX TO 5/8" T -1 -II (NO 6ROVE5) OR TO 5/6" COX. USE 5d NAILS AS DESI6NATED BELOW FOR 3/6" COX. USE IOD NAILS AT THE 5PACIN65 SHOWN BELOW FOR THE 5/6" T -1 -II AND THE 5/6" COX. 6) USE COMMON OR 6ALVINIZED BOX NAILS ONLY. DO NOT USE 6ALVINIZED CA51146 NAILS. WALL SHEATHING 3 NAILING SILL DE516N MARK SEE NOTES i s 6 CONNECTION CAPACITY COX ONE SIDE W/ 1/2" dia. A.B. • Q3/6" 5d • b" oz. END NAILIN6 36" oz. 210 PLF Sd • 12" o.c. FIELD NAILING 3/6" COX ONE 51DE W/ 1/2" dia. A.B. • 0 6d • 4" oz. END NAILING 24" oz. 320 PLF Sd 0 12" oz. FIELD NAILING COX ONE 51DE W/ 1/2" dia. A.B. • ®3/6" 8d 0 3" oz. END NAILING 24" oz. 410 PLF 6d • 12" oz. FIELD NAILING COX TWO SIDES W/ 1/2" dia. A.B. • ®3/8" 6d • 3" oz. END NAILING 12" oz. 620 PLF 6d • 12" oz. FIELD NAILING n SHEAR N,41 L I NC SCHEDULE 03/19/96 - Lateral Analysis - Tedford Residence - R.C.E. Job 96-028 Wall ne Wall Loada a Applied orces Resisting OTM Resistive Net Uplift Comments ID Load Type Height Length OTM Uniform Load Point Load OTM Force (kips) (feet) (feet) (foot -kips) (klf) (kips) (foot -kips) (kips) arage 0.28 Seismic o Net upiiftr No Hold -Down Required 9.00 4.50 1.24 0.153 1.32 No Net Uplifts No Hold -Down Required 0.45 Wind 9.00 4.50 2.00 0.153 1.03 0.216 HPAHD22 9.00. 4.50 2.00 0.153 1.03 0.216 'HPAHD22 HPAHD22 Garage 1.82 Seismic 9.00 6.00 8.18 0.153 2.34 0.973 9.00 6.00 8.18 0.153 2.34 0.973 HPAHD22 1.98 Wind 9.00 6.00 8.92 0.153 1.84 1.181 HPAHD22 9.00 6.00 8.92 0.153 1.84 1.181 HPAHD22 Garage 1.00 Seismic 9.00 10.00 8.98 0.153 5.10 0.388 HPAHD22 0.77 Wind 9.00 10.00 6.92 0.153 5.10 0.182 HPAHD22 Garage 0.77 Wind 9.00 6.00 6.92 0.153 1.84 0.848 HPAHD22 arage Seismic 9.00 10.00 7.21 0. 153 6.50 0.071 HPAHD22 9.00 10.50 7.57 0.153 7.17 0.038 HPAHD22 1.70 Wind 9.00 10.00 7.46 0.153 5.10 0.236 HPAHD22 9.00 10.50 7.84 0.153 5.62 0.211 HPAHD22 03/19/96 - Lateral Analysis - Tedford Residence - R.C.E. Job 96-028 Wall ne ID Wall Load (kips) Loada Type Height (feet) a Length (feet) Applied OTM (foot -kips) orces Resisting OTM Uniform Load Point Load (MO (kips) Resistive OTM (foot -kips) Net Uplift Force (kips) Comments st Level 5=. -re ism c 10.00 3.50 2.25 0.170 0.89 0.391 HPAHD22 0.77 Wind 10.00 3.50 3.86 0.170 0.69 0.904 HPAHD22 10.00 3.50 3.86 0.170 0.69 0.904 HPAHD22 2nd Levele m c trap 10.00 15.50 5.59 0.170 17.36 No Net Upliftl No Strap Required 10.00 4.50 1.62 0.170 1.46 0.036 CS 16 Strap 0.74 Wind 10.00 3.50 1.11 0.170 0.69 0.118 CS 16 Strap 10.00 15.50 4.90 0.170 13.61 No Net Upliftl No Strap Required 10.00 4.50 1.42 0.170 1.15 0.061 CS 16 Strap 7 @ 1st Level 1.86 Seismic 10.00 4.00 4.79 0.254 1.73 0.765 HPAHD22 10.00 11.50 13.76 0.254 14.28 No Net Upliftl HPAHD22 2.18 Wind 10.00 4.00 5.63 0.254 1.35 1.068 HPAHD22 10.00 11.50 16.17 0.254 11.20 0.433 HPAHD22 03/19/96 - Lateral Analysis - Tedford Residence - R.C.E. Job 96-028 Wall ne wall Loada a Applied orces R sisting OTM Resistive Net Uplift Comments ID Load Type Height Length OTM Uniform Load Point Load OTM Force (kips) (feet) (feet) (foot -kips) (MO (kips) (foot -kips) (kips) 2nd Levela mic o et p i o trap equ re 10.00 19.00 5.86 0.170 26.08 No Net Uplift! No Strap Required 0.74 Wind 10.00 8.50 2.29 0.170 4.09 No Net Upliftl No Strap Required 10.00 19.00 5.13 0.170 20.46 No Net Upliftl No Strap Required 8 @ 1st Level 2.26 Seismic 10.00 6.00 6.16 0.254 3.89 0.379 HPAHD22 10.00 16.00 16.43 0.254 27.64 No Net Upliftl No Hold -Down Required 2.35 Wind 10.00 6.00 6.41 0.254 3.05 0.560 HPAHD22 10.00 16.00 17.09 0.254 21.67 No Net Upliftl No Hold -Down Required st Level 3.00 Seismic0.719 HPAHD22 10.00 7.00 8.57 0.170 3.54 0.719 HPAHD22 10.00 10.50 12.86 0.170 7.97 0.466 HPAHD22 2.73 Wind 10.00 7.00 7.80 0.170 2.78 0.717 HPAHD22 10.00 7.00 7.80 0.170 2.78 0.717 HPAHD22 10.00 10.50 11.70 0.170 6.25 0.519 HPAHD22 st Level I . Seismic 10.00 7.00 11.72 0. 170 2.7B 1.278 HPAHD22 1.04 Wind 10.00 7.00 10.38 0.170 2.78 1.086 HPAHD22 IJ4 -F 03/27/96 - Lateral Analysis - Tedford Residence - R.C.E. Job 96-028 Wall ne Wall Loada a Applied orces Resisting OTM Resistive Net Uplift Comments ID Load Type Height Length OTM Uniform Load Point Load OTM Force (kips) (feet) (feet) (foot -kips) (klf) (kips) (foot -kips) (kips) st Levela smIc0.579 'TnHD22 10.00 20.00 23.13 0.170 28.90 No Net Upliftl No Hold -Down Required 2.84 Wind 10.00, 8.00 8.10 0.170 3.63 0.560 HPAHD22 10.00 20.00 20.26 0.170 22.67 No Net Upliftl No Hold -Down Required 12 1 st Level 1.71 Seismic - 9.00 13.00 9.08 0.153 10.99 No Net Upliftl No Hold -Down Required 1.35 Wind 9.00 9.00 4.98 0.153 4.13 0.095 HPAHD22 9.00 13.00 7.20 0.153 8.62 No Net Upliftl No Hold -Down Required st Level 0.97 Seismic 10.00 4.00 9.75 0.170 0.9 1 2.210 HPAHD22 0.82 Wind 10.00 4.00 8.18 0.170 0.91 1.819 HPAHD22 arageeism co Net upuftr 10.00 6.00 2.06 .0..170 2.60 No Net Upliftl HPAHD22 0.57 Wind 10.00 6.00 2.83 0.170 2.04 0.132 HPAHD22 10.00 6.00 2.83 0.170 2.04 0.132 HPAHD22 03/19/96 - Lateral Analysis - Tedford Residence - R.C.E. Job 96-028 Wall ne Wall Loada a Applied orces Resisting OTM Resistive Net Uplift Lomments ID Load Type Height Length OTM Uniform Load Point Load OTM Force (kips) (feet) (feet) (foot -kips) (kif) (kips) (foot -kips) (kips) Garage eismic 10.00 11.00 9.68 0.170 8.74 0.085 HPAHD22 1.54 Wind 10.00 11.00 7.69 0.170 6.86 0.076 HPAHD22 10.00 11.00 7.69 0.170 6.86 0.076 HPAHD22 arage 0.27 Seismic o Net Upliftl 0.61 Wind 10.00 7.00 6.07 0.170 2.78 0.471 HPAHD22 Garage 7 SeismiF o Net Upliff 0.61. Wind 10.00 7.00 6.07 0.170 2.78 0.471 HPAHD22 GarageSeismic 10.00 2.50 4.11 0.068 0.18 1.570 HPAHD22 10.00 2.50 4.11 0.068 0.18 1.570 HPAHD22 10.00 2.50 4.11 0.068 0.18 1.570 HPAHD22 1.13 Wind 10.00 2.50 2.83 0.068 0.14 1.077 HPAHD22 10.00 2.50 2.83 0.068 0.14 1.077 HPAHD22 10.00 2.50 2.83 0.068 0.14 1.077 HPAHD22 10.00 2.50 2.83 0.068 0.14 1.077 HPAHD22 03/22/96 - Lateral Analysis - Tedford Residence - R.C.E. Job 96-028 Wall ine wall Loada a Applied orces Resisting 0 1 M Resistive Net Uplift Comments ID Load Type Height Length OTM Uniform Load Point Load OTM Force (kips) (feet) (feet (foot -kips) (klf) (kips) (foot -kips (kips) st Level eism c 6.50 0.187 0.97 rT7F-- HPAHD22 11.00 4.00 7.42 0.187 1.27 1.538 HPAHD22 11.00 5.00 9.28 0.187 1.99 1.459 HPAHD22 11.00 5.00 9.28 0.187 1.99 1.459 HPAHD22 2.94 Wind 11.00 3.50 6.46 0.187 0.76 1.628 HPAHD22 11.00 4.00 7.38 0.187 1.00 1.596 HPAHD22 11.00 5.00 9.23 0.187 1.56 1.534 HPAHD22 11.00 5.00 9.23 0.187 1.56 1.534 HPAHD22 2nd LevelSeismic o Beam below 10.00 3.25 5.09 0.170 0.76 1.332 CS 16 To Beam below 1.36 Wind 10.00 3.25 6.81 0.170 0.60 1.910 CS 16 To Beam below 10.00 3.25 6.81 0.170 0.60 1.910 CS 16 To Beam below st Level 2.21 Seismic w x Post 8E 10.00 8.50 15.68 0.170 5.22 1.230 HD2A w/ 4x Post u SSTB20 3.32 Wind 10.00 3.50 9.69 0.170 0.69 2.572 HD2A w/ 4x Post u SSTB20 10.00 8.50 23.54 0.170 4.09 2.288 HD2A w/ 4x Post ex SSTB20 Garage 0.46 Seismic o Net Uplift! o Hold -Down equ re 0.70 Wind 10.00 14.00 6.96 0.170 1 1.11 No Net Uplift! No Hold -Down Required st Level eismic0.170 HPAHD22 10.00 8.50 8.50 0.170 5.22 0.386 HPAHD22 1.23 Wind 10.00 3.00 3.20 0.170 0.51 0.897 HPAHD22 10.00 8.50 9.07 0.170 4.09 0.586 HPAHD22 " X_ .0 03/20/96 - Lateral Analysis - Tedford Residence - R.C.E. Job 96-028 Wall ne wall Loada a Applied orces Resisting OTM Resistive Net Uplift Comments ID Load Type Height Length OTM Uniform Load Point Load OTM Force (kips) (feet) (feet) (foot -kips) (klf) (kips) (foot -kips) (kips) st Level 6 T6 - a Fsmic 7R 0.170 2.19 0.005 HPAHD22 10.00 6.00 2.41 0.170 2.60 No Net Uplift] HPAHD22 0.70 Wind 10.00 5.50 3.33 0.170 1.71 0.294 HPAHD22 10.00 6.00 3.63 0.170 2.04 0.266 HPAHD22 st 1.12 Seismic w x Post 8i 10.00 3.50 5.60 0.170 0.89 1.348 HD2A w/ 4x Post 8t SSTB20 1.79 Wind 10.00 3.50 8.97 0.170 0.69 2.366 HD2A w/ 4x Post 8t SST820 10.00 3.50 8.97 0.170 0.69 2.366 HD2A w/ 4x Post ex SSTB20 st Level 0.51 Seismic0.65 0.248 HPAHD22 10.00 8.00 3.72 0.170 4.62 No Net Upliftl HPAHD22 0.55 Wind 10.00 3.00 1.49 0.170 0.51 0.326 HPAHD22 10.00 8.00 3.97 0.170 3.63 0.043 HPAHD22 st Level 3.47 Seismic w x Post 8i 3.45 Wind 10.00 5.00 34.47 0.357 0.375 4.23 6.049 HDBA w/ 6x Post 8t SSTB28 03/19/96 - Lateral Analysis - Tedford Residence - R.C.E. Job 96-028 Wall ne Wall Loada a Applied orces ResIsting OTM Resistive Net Up ift Lornments ID Load Type Height Length OTM Uniform Load Point Load OTM Force (kips) (feet) (feet) (foot -kips) (MO (kips) (foot -kips) (kips) 2nd Levele m c 10.00 - 5.00 5.09 0.170 1.81 0.657 CS16 1.36 Wind 10.00 5.00 6.81 0.170 1.42 1.078 CS 16 10.00 5.00 6.81 0.170 1.42. 1.078 CS 16 P @ 1st Level 1.28 Seismic 10.00 5.00 6.40 0.170 1.81 1.575 HD2A w/ 4x Post a SSTB20 10.00 5.00 6.40 0.170 1.81 1.575 HD2A w/ 4x Post u SSTB20 1.78 Wind 10.00 5.00 8.90 0.170 1.42 2.575 HD2A w/ 4x Post u SSTB20 10.00 5.00 8.90 0.170 1.42 2.575 HD2A w/ 4x Post u SSTB20 st Level 0.77 Seismic - 10.00 3.00 3.85 0.170 0.65 1.067 HPAHD22 0.77 Wind 10.00 3.00 3.83 0.170 0.51 1.107 HPAHD22 10.00 3.00 3.83 0.170 0.51 1.107 HPAHD22 st Level u.// Seismic 10.00 4.00 3.85 0.170 1.16 0.674 HPAHD22 10.00 4.00 3.85 0.170 1.16 0.674 HPAHD22 0.77 Wind 10.00 4.00 3.83 0.170 0.91 0.731 HPAHD22 10.00 4.00 3.83 0.170 0.91 0.731 HPAHD22 33 t w CONTINUOUS FOOTING DESIGN 41 Charles Roberts, P.E. Chico-, California Date: 3-20-1996 Project: Tedford Res. Footing Location: Line F Comment : J v' FOOTING GEOMETRY & MATERIAL PROPERTIES Steel yield stress, Fy%reinfor ................... .. 40.00 ksi Ultimate concrete stre"c............... ... 2.00 ksi Concrete type.......................... .... Hardrock Concrete unit weight.................. ..... 150.00 pcf Footing width ....................... ...... 2.00 feet Footing length ................. ....... 10.00 feet Footing depth .......... 24.00 inches Allowable soil bearing.. ........ ......... 1.50 ksf Short term load increa... ...... .......... 33 Percent Concrete unit weight fbe ing. 50.00 pcf Concrete cover to c.g. infor 'ng .............. 4.00 inches LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL .75(1.4DL + 1.7LL + 1.7W) .9DL - 1.3W COLUMN LOCATIONS AND LOADS Col Centerline b h Dead Load ive Load Wind Coord. in. in. P M P M P M kips ft -kips kips ft -kips kips ft -kips 1 3.00 6.00 6.00 1.00 0.00 0.00 0.00 -4.33 0.00 2 7.00 6.00 6.0 1.00 0.00 0.00 0.00 4.33 0.00 t. Project: Tedford Res. As Footing Location: Line F Comment WORKING STRESS SOIL BEARING PRESSURES �G Load Case Soil Bear ng Soil Bearing O erturning @ left en @ right end S fety Factor ksf ksf DL + LL 0.20 0.20 DL + LL + WIND 0.00 1.99 2.31 DL + LL - WIND 1.99 0.00 2.31 DL + WIND 0.00 1.99 2.31 DL - WIND 1.99 0.0 2.31 FOOTING DESIGN y Coordinate vult Av Mu lt (t ) M t (bot) As top As bot As trans ft. kips @12"oc ft-ki s f kips sq. in. sq. in. @ 12" oc 0.00 0.00 0.00 0. 0 0 00 0.00 0.00 0.01 2.00 3.13 0.00 1.26 3. 4 0.03 0.08 0.01 col. face 3.84 0.00 .38 6.0 0.05 0.14 0.00 col. face 2.97 0.00 2.21 6.44 0.05 0.14 0.00 4.00 2.57 0.00 0.49 4.79 0.01 0.11 0.01 6.00 2.57 0.00 0.49 4.79 0.01 0.11 0.01 col. face 2.97 0.00 2.21 6.44 0.05 0.14 0.00 col. face 3.84 0.00 2.38 6.07 .05 0.14 0.00 8.00 3.13 0.0 1.26 3.44 0. 3 0.08 0.01 10.00 0.00 0. 0.00 0.00 0.0 0.00 0.01 .. s CONTINUOUS FOOTING DESIGN Charles Roberts, P.E. Chico, California Pq Date: 3-20-1996 Project: Tedford Res. Footing Location: Line N Comment : FOOTING GEOMETRY & MATERIAL PROPERTIES Steel yield stress, Fy............................. Ultimate concrete strength, f"c.................... Concrete type ...................................... Concrete unit weight ............................... Footingwidth ...................................... Footing length ...................................... Footingdepth ...................................... Allowable soil bearing ............................. Short term load increase ........................... Concrete unit weight for soil bearing .............. Concrete cover to c.g. of reinforcing .............. LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL .75(1.4DL + 1.7LL + 1.7W) .9DL - 1.3W COLUMN LOCATIONS AND LOADS Col Centerline b h Coord. in. in. 1 4.00 6.00 6.00 2 9.00 6.00 6.00 Dead Load P M kips ft -kips 2.00 0.00 2.00 0.00 40.00 ksi 2.00 ksi Hardrock 150.00 pcf 2.00 feet 13.00 feet 24.00 inches 1.80 ksf 33 Percent 50.00 pcf 4.00 inches Live Load Wind P M P M kips ft -kips kips ft -kips 0.00 0.00 -6.90 0.00 0.00 0.00 6.90 0.00 ° Project: Tedford Res. FOOTING DESIGN Footing Location: Line N Comment : Coordinate Vult WORKING STRESS SOIL BEARING PRESSURES Load Case Soil Bearing Soil Bearing As bot @ left end @ right end kips ksf ksf DL + LL 0.25 0.25 DL + LL + WIND 0.00 1.73 DL + LL - WIND 1.73 0.00 DL + WIND 0.00 1.73 DL - WIND 1.73 0.00 Overturning Safety Factor 2.22 2.22 2.22 2.22 Fo� eo FOOTING DESIGN SUMMARY Coordinate Vult Av Mult (top) Mult (bot) As top As bot As trans ft. kips @1211oc ft -kips ft -kips sq. in. sq. in. @ 12" oc 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 2.00 4.23 0.00 1.26 4.53 0.03 0.10 0.01 col. face 6.43 0.00 4.43 14.07 0.10 0.31 0.00 4.00 1.43 0.00 •4.62 15.03 0.10 0.34 0.00 col. face 4.88 0.00 .4.02 14.69 0.09 0.33 0.00 6.00 3.93 0.00 0.00 8.32 0.00 0.19 0.01 8.00 4.47 0.00 .1.15 11.87 0.03 0.26 0.01 col. face 4.87 0.00 4.02 14.69 0.09 0.33 0.00 col. face 6.43 0.00 :4.43 14.07 0.10 0.31 0.01 10.00 5.66 0.00 12.84 9.51 0.06 0.21 0.01 12.00 2.34 0.00 0.32 1.21 0.01 0.03 0.02 13.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 E.M. USE 0 Plot Plan Attached Roar Plan Attached Sent to S.D. / TO: Building Department n® FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal lZ Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 or Date • I 9 t i - • 1 _ i , i f i 4 j o.= ,CK x� -.- — z ♦ - . ,+. ,.WAL L VIEW i .4 fir O 161.11 { i G �?`..A�,r u�• ., • ' • 13 cr k v --. .. � r ., � , iP.•?ya P. •. l-. •� •: x�1 .� Stir iP `..','• .Lk °'•�`.+3 - • .i QJ u.r,:.i�•.t ..;• YY, t.,,pyy ,.:, ,� x dC..., "^^ •i.• �.: , ,,j... J'� •-3 rt }..5'�•.p� f. .. �"•T'- �i� .,: . . ..: ...:-'a.;,,.;•rRR�:: J•.'. «, - �!�{{a. ,,, ,�:*... �"rxia+.•.. �-3.,�S',r.. .. ,k} -: , � a,SM�h^,.1t€4� y.y;a'•• . �.--» _ � fi. '���•1-�`'r�(�. y: .e+Pf-e — p ,1 �' t2a, Flo ,,`ra,f''' i Y '• -•�Y•1 S i : 41-15 12 n 5�€ a e►� f • " . V1tar. 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