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064-210-018
Signature G� NOTES RESIDENTIAL /03-2419 064-210-018 PERMIT NO. _10 018 WARNER, LARRY I4tdt3 CARNEGIE RD, MAGALIA NEW SINGLE FAMILY Y E 's 1 1 i SPECIAL CONDITIONS M. . CHECKED BY_ SRA FLOOD CERTIFICATE REQ. R FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS t .VERIFY ) USE PERMIT CONDITIONS ' SUB -STANDARD HOUSING LETTER l OFFICE COPY I L73 CqA4-Y6o '% Address I Aja cj4 C1lP jGAS i ' Meter By Date Z ELECTRI CR "'Meter By Dat�J 1" /o/, vo� JOB FINALED (Date) Signature G� J=OK 0 = Not OK . = Not Ready�ble DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test-Wrap; -/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval . 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. . 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels 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/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDEEWLOOR (Plans) OK exceDt #'s 2. F ., Main; Soils-Elec. Grrx4!/ /" Ftg. Depth tg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth , Porches & Decks; Soils -Steel-/ /" Ftg. Depth ,Stemwalls, Main; Steel-Blockouts-Wrapped 6e Hold Downs and Special Anchors 7. S b, Steel -Wrapped P' s -Fire lace Ftg.-Steel D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test F, s Pipe; Size Anchors -Yard Gas Piping; Size Test 1 ater Pipe; Test -Anchors -Regulator -Service Test - Electric Underground Plenums & Ducts; Clearance -Material -Support -Ins. Vf . Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 8. meter Pipe; Test & Anchor -Nail Protection D .V; Test Fittings & Anchor -Nail Protection ` Shower Pan; Test, First Floor -Tub Access Test -Tub & Shower, Second Floor -Tub Access 2"aipe; Sixe & Anchors 123 ire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELE CAL (Permit) OK except #'s to & Transformer Clearance -Ins. Protection PTfildc. Receptacles Spacing -Lights & Switches at Doors Si Boxes & No. of Conductors Stapled ex Installed Close to Edge of Studs & C.J. gefic(Gip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 Wpliance Circuits in Kitchen & Conductor Size GFI feed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Poo.' Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al In ated Neutral O Yes O No ervice-Riser Conductors & Ground Main Disconnect ui . Clearances Panels-Motors-Mech. Equip. 4. CI es Closet Light -Shower Light -Spa Light moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MEC ICAL (Permit) OK except #'s A.ucts Insulation & Support en n, Exhaust above insulation 8. densate Drain & Overflow, Size & Grade i3 ur ace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Aq,4ttic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date -Card B-1 Date FRAMII (Permit) OK except #'s a Sills'Pr0Der Materials & Anchors 4Q"'Wp#s Studs -Nailing Spacing & Braces -Plates -Sound . Be ng Walls over Girders & Floor Nailing 4 graft op in Walls (rat proof) Fi Stops, Furred Ceilings -Stairs -Chasers -Tubs 40- (Headers & Beams -Size & Bearing Date X68. . Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. . F ace Ties or Type A Flue -Fireplace Throat Clearance . AWe Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bomi-Windows or Exiting Doors -Sill Ht. & Dimensions C33rfCe Fire Protection Framing -RC Channel . Pry Line Firewall & Openings xt ors -One 3' -Check Garage 3rd Story, 2 Exits rs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 59, -'Siding- Nailing Veneer . 5ff_—.8taqpo-Mesh-Drip Screed -Fd. Vents-Underflr. Access Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration-Walls-YVindows Date g1j,glN Card B-1 i+" Date Card B-1 Date and B-1 Date Card B-1 Date L (Plans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings Smoke Detector Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Bedroom Exiting 6 G.F.I. & Bath Fixtures & Tub Access -Spa 69. ,Elec. Trim & Subpanel, Breaker Sizes & Labels & Rails 7 Fireplace or Stove, Clearance -Hearth 7 . Elec. Outlets at Wood Panel, Int. & Ext. 7K Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 7 Alec. Outlets & Receptacles at Kit. Counter 7 Garage Fire Door; Swing -Landing -Closure Duct in Garage -Damper 7T. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78' Plb.; Elec. & Mech. Equip. Listed for Location 7a/ Elec. Receptacles in Garage (F.F.I.)-Romex Protection 8 , Insulation -Foam -Looked in Attic Guard Rails & Deck Construction -Post Caps 8?/ Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 4 Yes / D No/Walks D Yes O W. A.C. Unit Disconnect, Electrical -Plumbing CW. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ater Well, Disconnect, Electrical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground Ventilation Throughout House Glass Protection 91. orr ctions from Previous Inspections lefig Test -Meters Tagged, Gas -Electric 9XI Water & Sewer Connected -C/O to Grade -HD Approval 4.,Energy Compliance Certificate -Other Certificates V. Address Posted Fre Sprinkler Date 0 ty) Card B-1 Date Card B-1 Date Card B-1' Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: INSULATION CERTIFICATE .......................... .......................... Job Number:::::::::4349:::: ..................................................................................................................... arner...eve.o Contractor/Owner Name Job Address (street, city, state) ..................................................... ..................235....................... County Subdivision Name Lot Number DESCRIPTION OF INSTALLATION 1. ROOF ........................................................................ Material: �� ........................................................................ Thicknessinches ( )........................................................ 2. CEILING ....................................................... Brand Name: ....................................................... Thermal Resistance (R-Value):i Il s:' `: 3. EXTERIOR WALL ........................................................................ Frame ......................................................... A. Cavity Insulation ........................................................................ Material:�����Fitierplassi Thickness B. Exterior Foam Sheathing ....................................................... _ ......... Fitiecglass: Thickness 4. RAISED FLOOR ........................................................................ Material: Thickness (inches): [s::6:;1/4 5. SLAB FLOOR/PERIMETER M ri ........................................................................ Thickness (inches): ........................ Perimeter Insulation Depth Inches:::`::"`'[" 6. FOUNDATION WALL ........................................................................ ...................... ....... .......... . ........................................................ Thickness (inches): ....................................................... Brand Name::Jofius:Manville/Knauf:: Thermal Resistance -Value : :9ss` ....................................................... Brand Name::::JofiasManvillelKQauf:: Thermal Resistance (R -Value): ....................................................... Brand Name: `John§ M.... e/Knauf Thermal Resistance -V aloe : ` 19 . ....................................................... Brand Name:: ':[':' :::::::::::::::: :Thermal Resistance ::::::::::::::::::::::: ....................................................... Brand Name:€€€ Thermal Resistance DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24, Part 6, California Code of Regulations) as indicated on the Certificate of Compliance, where appli able. ::::::::........................................................................:....: C:hInsulation::: ........................ Item Number's Signature and Date Installing Subcontractor (Co. Name) or Item Number's Signature and Date General Contractor (Co. Name) or Owner ..................................................................................................................... ..................................................................................................................... ..................................................................................................................... ..................................................................................................................... ..................................................................................................................... ..................................................................................................................... Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION Oa27V61- 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 (Rev.12/96) APPLICATION AND PERMIT ISEf}RfAR E�1 1MB 8 bL� U ZONING BUILDING PERMIT '"DARNER. LARRY 873-9725 TELEPHONE SQ, FT, OCC. BUILDING VALUATION 1835 R 99 090.00 . OWNER'S "UNG ADDRESS PO BOX 942 MAGALIA CA 95954 9108.00 CONTRACTORS NAME OWLV L' i� TELEPHONE 31/2.00 CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ 111,310.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee s681.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDI G D SS CAPMGIE RD MAGALIA Energy Plan Checking Fee s 23.00 s PERMIT FEE s 1167.48 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.0077,00 Solar or heat pump water heater 23.00 Water piping 15.00 5.00 Each as water heater or vent 15.00 5. QQ TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILYY' Gas piping system 1 - 5 outlets 15.0015.00 Building sewer 15.00 5,00 Mobile Home I S I G I W 920.00 PERMIT FEE s 157.00 ELECTRICAL PERMIT I Filing Fee 1 20.00 Main Service zoOA OR LESS 23.00 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 in full force and effect. License Class [tj Lic. No. 54&2-!5 9 OWNER -BUILDER DECLARATION I 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 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) �f i 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 forthwit amply with those provisions. X Date �Z 103 Sig re of Applicant - Ilff Owner ❑ Contractor ❑ Agent OSHA permit is required for excavatioover 5'0" deep and demolition or construction of structures over 3 stories in height. n Main Service 200A To 1000A 46.00NEW CONST. DWELLING UP. S° OR ADONS. a Acc. erns. 3.50FT. 81.94 rNiOONN-RE°SDMULT . I- OUTLET @7.50 POWER APPARATUS 8 SINGLE OURET CIR, Ex. Occup. °AOR PD(TUREs SAL @ .50 Ex. Occup. °� ED RELNS,D.°E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 1249.94 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 6.50 Ventilation 3 4.50 13.50 GAS FIREPLACE15.00 PERMIT FEE $ 06. QO Mobile Home Installation Fee $ Energy Inspection Fee $ 46, 00 CONST TYPE V TOTAL FEE $,,-1580.42 HAz. D IMP D p EL pp HD ISSU This permit is hereby issued un er of th utte CountyCode and/or InWaatefor��hich fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. '! Z7 G Da ?i7/49!;7- QSWHIReceipt Date No. WHITE-D.D.S.-B.D. TE-D.D.S.-B.D. CANARY-ASSESSO PINK-INSPYCTOR GOLDENROD•APPLICANT J COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER PROPROSED BUILDING USE _r V4 1. BUILDING PERMIT FEES --- Balance Due ..................... --- Additional Fees Due.......... $ Revised Plan Checking Fee.... 2. SCHOOL DISTRICT FEES (paid at School District Office) (1 3. SHERIFF FEES (paid at Buil Residential........... . A.P. ,b(a� 21G-01 �DATE RECEIPT # DATE REC. Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES 510.00 (paid at Building Division) ,/ SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ "Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during thep checking process. APPLICANT / ---` -- DATE Z O Pursuant to Gove ent Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) OUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - JUIDING DIVISION ' 7 County Center Drive • Oroville, California 95965 • Telephone ( 538-754103_ M APPLICATION AND PERMIT OR PARCEL NJUDER J/1 t � / ZON*O—P / BUILDINGPERMIT TION =NSiRUCnON LENDER _ Bol O '.SO Ex. Occup. )MEA, 5.00 Fireplace, 23.00 Mobile Home Facilities LENDER'S LWUNG ADDRESS Total Valuation S 23.00 ARCMRECT OR ENGINEER LICENSE No. Filina Fee 2 0.0 0 Permit Fee S AR—ECT OR ENCWEERS AWUNG ADDREss Plan Checking Fee S Ad4 .1 SLMDING ADDRESS Energy Plan.Checking Fee S . ff'$�iLgi�r LUES -4t- I PERMIT FEE S; ✓- LorND sueorvsnNSNnuE PARCEL NAP PLUMBING PERMIT Fling Fee 20.00 Each Tra --- 7.00 - USEOFSTRUCTURE SF �plex ❑ Nlobilehome ❑- Other aPEcFv Solar or heat pump water heater 23.00 Water piping 15.00 JIG Each gas water heater or vent 15.00 TYPE OF WORK Nsw,O�Addikn ❑ Remodel ❑ Uh7rlies ❑ Installation ❑ Other ❑ C Describe Work: C> Gas piping systiam1 - S outlets 15.00 ^ Building sewer 15.00 Mobile Home I S G W @20.00 PERMIT FEE S ELECTRICAL PERMITFiring Fee 20.00 Main Service �. oR LEss Main Service ( aoa To ,00aA ) , 23.00 Z 46.00 vtrmw-- � o .50 Ex. Occup. oUn.ET DR F=upm Bol O '.SO Ex. Occup. )MEA, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Mise. Wirina 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating cooling Hood ' 6.50 _ entilatin %S;±V, ERMIT FEI-- Mobile Home Installation Fes $ Energy Inspection Fee S4& =— O"��. TYPE TOT EE $ NAZ. I D. FEES SIN D C EL I+D l 55uE This permit is hereby issuedbnder the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Date COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT 'SERVICES - BUILDING DIVISION X. 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PEWITPW eY.12196) APPLICATION AND PERMIT , t ► ASSESSOR PARCEL K"ER ZON ma BUILDING PERMIT a OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION . oWNE'RS MQUNO ADDRESS 3. 'TELEPHONE ccur t, ORS NAME 00NTT7 hCTORS MAUN0 ADDRESS DONS TRLICMON LENDER Fireplace IENDER,s mvUNG ADDRESS Total Valuation S ARCH ECT DR ENCdNEER uCENSE NO. Filing Fee $ 20.00 Permit Fee S - AACHITECT .DR EMDME3M MALINO ADDRESS Plan Checking Fee $ BuILDNr ADDRESS Energy Plan Checking Fee L S • PERMIT FEE t LOT NO. SUBDN610N3 NAME PAACEL wup PLUMBING PERMIT Firing Feel 20.00 Each Trap - _ --- 7."001"". USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑' Other LPEcev Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Describe Work: Other ❑ Gas piping system' 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ST-alW @20.00 PERMIT FEE _ ELECTRICAL PERMIT I Firing Fee 1 20.00 Main Service sow ca VSs Main Service 20M TO IODOA I 23.00 1 46.00 ' 1f} t • OWE, # O e v1I� '���d NEW CONST: OWELL&O Occup. R ADDNs 3.5CFSTO, Ds �.. NEW ION•AES14 • MULTFOVTLET @7.50 _ i SM%VM APPlliLETARMTUS OIF OCIR a OCCLI . OVTLET OR FWMIREB20 ri I.00 BAL a a Occup. sPPi.)FFI 5.00 Temporary Service 23.00 Moble Home Facilities 20.00 Nese. Wring 23.00 PERMIT FEE s MECHANICAL PERMIT Firing Fee 20.00 Heating ling Hoo Hoodd Ventilation PERMIT FEE: S Mobile Home Installation Fee $ Energy Inspection Fee S occ cD�=• TMPE TOTAL FEE $ Hu• I D. FEES IMP I= CDF PARCEL PD HD i ss -.§E 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 pa, , t By Date PERMIT EXPIRES ON COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SE VICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)53.8-2140 PE ` IT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMB % I Proposed Building Use: / `�- Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in,order to apply. 1 ite plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ngIneered truss details and layouts in duplicate. No faxes! Energy compliance design and supporting documentation in duplicate. 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate.. ❑ 9. Site plan and business license approval from the City of Biggs...... ❑ 10. Letter of intent for non-residential buildings ............................... ❑ 11. Detached Accessory Building Form filled out by the owner........ ❑ 12. Hazardous Material Form ...................................................... ❑ 13. Fire Sprinklers.................................................................... -e 14. Agricultural Buffer clr and site plan apr from the Ag Commissioner ❑ 15. Other Date Received By ........................ Sent by maining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) e 16. Fees as shown on the attached Schedule of Fees Due Sheet ...................................... 17Sta tement of Intent for Non heated and AIC Buildings ......................................... .r Sanitation and site plan approval from the Environmental Health De art ent in City of Chico Plumbing permit ................................................ 20. California Department of Forestry plan approval paid. Sent by. 21. Planning approval for (A) Use: �(B)Parking: (C) Parc I h ck: 22. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... 3. NPDES Form............................................................................................. Encroachment Permit for driveway from the Public Works Dept ................................. ❑ 25. Pre -Inspection for required ................ ❑ 26. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 27. Worker's Compensation Carrier and Policy Number ............................................. ❑ 28. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 9. Letter of Signature authorization.................................................................... 30. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 31. Manufactured home utility clearance............................................................... ❑ 32. Existing violations and/or expired permits......................................................... . ❑ 33. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 34. Other: When issued Telephone - and hold for pickup. I have been informed ojAhe above items and requirements for obtaining a building permit. Applicant: Date �/ L 6 -4 1. Index permit appircation for the above items numbered: 41 i PI Check Letter 2. Additional items required Contractor, designer, ner kas advised of the above data by ❑ phone, ❑ail counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail,❑ Date: c t y Plans reviewed by: Date: Plans approved by: Date: Structural review Date: Structural approved by: Date: Note transfer b . Date: Yellow: Building Division 0 E.H. USE ONLY �n Plot Plea Attached Floor Plea attachstaael�aa 612? ��� _ Sent to 8.0. FRI- VC 6W TO: Building Department 5• FROM: Environmental Health SUBJECT: Sanitation Clearance IC9 C4 Owner Location AP# Plan Approv Sewage Disposa� W ter upply• Publi% Private Well Clearance for welling. Other \ -f �4229)1, Hold final for: Final clearance O.K. for: NOTE: 8/96 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District r-�!?H+-) I SF A.P. Number Property Owner a64 • ] I p. D f $ Jurisdiction: City WA 12 lei 1r V.-;-, Property Location/Address Vit 12 0 Cr e r F *;:> Building Department No. ©County Subdivision Lot No. Residential Development Q Q No of Living Mobile Home Units Installation Commercial/Industrial! Q Q New Addition Building Depa"eht Representative 03. 241f7 :..................................................�........................................._@ �� - Sq. Footagerj Ad0�bont •Supple_ri/ ental to (Group R) Conversion Permit # *(No foundation inspection) ..................................................................................................... i Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage (Including Exterior Roofed Areas) Date D1S'ct Identification No. / �G i School District certifies that Mica t) (Street Address) (Phone Number) ( 1")�' �-z 7 (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing "3 square feet. School District Representative v Paid by Check # Remarks: by payment of $ 2926 $ FULL MRIGATION $ Date Notk:e: You may protest the Imposition of the has Identified above by submitting a written protest to the District. In compliance with Government Code Section 66020(a), within 90 days from the date hes are paid. Failure to submit a timely written protest wIN prohibit you from challen&q tin Imposition of the hes In any court action. 9, subsequent to the School District Representative signing this Butte County Schools Impact Fee CortlSation Form, the School District Is 1lc"I'l by the applicable Local Planning Agency that this project Is being rwlevwd under the Calftmia Envlroremntal Quality Act (CEQA). this project may be subject to additional school hes to fully mitigate Its Impact on the school disbUft schools. White (applicant), Yellow (building department), Pink (school district) feefwm.xis (10/03)dmm L'_ V e Butte County Department ofDevelopment Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538.7785 Facsimile TO: FROM: SUBJECT: DATE: LP2A Michael Vieira (530) 538-7159 mvieiraCaD-buttecounty.net Plans Transmittal For Review Per Contract 9/29/2003 ApplicaWarner, Larry Project Ty e: NSF 100%, Plan Check Fees $ 442.98 Energy Calc Fees $ 23.00 $ 465.98 Permit No: 03-2419 AP N : 064-210-018 70% $ 310.09 $ 16.10 $ 326.19 LP2A Fee. $ 326.19 Copies Attached: Qty Chk Application.. Site Plan- Review -FEMA Elevation Certificate Building Plans t1; Truss Calculations Z Energy Calculations -z Structural Calculations 7 Residential Plan Review Guide Residential Construction Requirements t Other Cp4 Other March 8, 2004 Mr. Michael Vieira County of Butte 7 County Center Drive Oroville, CA 95965-3397 Ph: (530) 538-7541 Fax: (530) 538-2140 Re: Plan Review Address: Dear Mr. Vieira: Warner SFD Lot 235 Carniege County of Butte- FINAL REVIEW Jurisdiction Appl. No.: 03-2419 LP2A Job No. 203015-077 Linhart Petersen Powers Associates (LP2A) has completed a final review of the following documents: 1. Plans: Two (2) copies revised plan sheets GO -1 through M1-1 (15 sheets) title sheet dated January 15, 2004 by AEC Group. 2. Structural Calculations: Two (2) copies with amendments dated July 21, 2003 by AEC Group. 3. Title 24 Energy Compliance Documentation: Two (2) revised copies revised January 15, 2004 by AEC Group. 4. Truss Calculations: Two (2) copies dated March 20, 2003 by Moss Lumber. These documents were reviewed only for their conformance to the 2001 California Building, Plumbing, Mechanical, Electrical and Energy Codes. The above documents are recommended for approval, we have no additional comments. The above documents now bearing the "LP2A Plan Review Approval' stamp on all appropriate sheets are enclosed. Please let us know if you have any questions. Sincerely, LINHA T PETERSEN POWERS ASSOCIATES Jerry Griffin I.C.B.O. Plans Examiner Jg:ag . Enclosures i:\pendingplanreview\butte\203015-077.doc Bin #12 isLINHART PETERSEN POWERS ASSOCIATES 7610 Auburn Boulevard • Citrus Heights, CA 95610 (916) 725-4200 • FAX (916) 725-8242 • Toll Free (877) 235-0653 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAAD MISCELLAAEOUS ONLY Ovvrer. Building Permit Number: Plans Examiner: A. P. Number: G Edi ER.kL: 1. Zoning requirements - (number of permitted Living units). 2. Plans signed be the designer. 3. Proper description of work on the application. 4. Existing violations on the property. 5. Recorded notice of violation. 6. Building permit valuation. PLOT PL.kN. : 1. Complete parcel size and dimensions. 3 Setbacks, side yard. easements, etc. 3. Other buildings or structures. 4. Grading, fills andior drainage. 5.- Flood hazard _ 6 Special conditions on Parcel Map: Noise(-] SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Trak and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement S. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`: I. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 3. Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet The minimum net clear openable height dimension shall be 24". The minimum net clear operable width dimension shall bt: 20". When nundo« s are provided as a means of escape or rescue. they shall have a finished sill height not more than 44" above the flcor (Uniform Building Code section 310.0. 4 Skylights (Uniform Building Code section 2409 &2603.7). 5. Glazing in Hazardous locations (Uniform Building Code section 2406). 6. Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, .halls. bathrooms and toilet compartments may have a ceiling height of not less than 7 &et measured to the lowest proiection from the ailing (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 £Cei in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). S GFCI in baths. garage, kitchen, wrt bar, and exterior receptacles (NEC 210). 9 Water heaters %%hich depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform m Plumbing Code section 509.0). I0 Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroomor in a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code section. 304.4 11 Gara; firewall separation - required on garage side including supporting walls and posts (Uni3brml;a8 Code section 302.4 exception #3). 12 Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). 13 Wood stove location - Alcove - UNIC section 205 confined space & 223 unconfined space dt 304.2). 14 Smok: detectors (Uniform Building Code section 310.9.1). Pagel of 2 15. Water closet clearances (Utriform Plumbing Code 408.5). 16. Sho%-er compartment minimum 1024 sq. in & 30" circle (Uniform Plumbing Code 412.7). 17. Bearingwalls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1 Braced call panels shall start at not more than 8 feet from each end of a braced Wall line. Braced xall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on anter in both the longitudinal and transverse directions (UBC section 2320.4.1_) Braced wall lines must be continuous throughout the structure. - 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not compiv with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registuation number and expiration date on all sheets of plans depicting the designed elements and cover sheds of calculations. 3. Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 184-C). 5. Floor construction details complete enough to construct building. 6. Elevations and wall construction details complete enough to construct building. 7. Roof construction details complete enough to construct building. S. Fireplace construction details and calculations if necessary. 9. Garage door header size(s). 10. Porch header size(s). 11. Typical header size(s). 12. Stud heights. 13. High expansive soil - special foundation design required. 14. Retaining ,%-Als requiring design. 15. Gypsum wallboard nailing inspection required. 16. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required With a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Aiternati-•ely. certification may be proN ided by a registered professional engineer or architect that the design Will allow equalization of hydrostatic flood forces on exterior calls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. 17. Electric, beating, ventilation, plumbing and air conditioning equipment and other ser%ice facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. 1 IMCELLATTOUS ITEMS: 1. Stairway details - landings, rise and run head clearance, handrails (Uniform Building Code section 1003). 2-- Guardrails (Uniform Building Code section 509). 3. Bride or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster- weep screeds (Uniform Building Code section 2506.5). - S. Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2, 15-D-1 & 2). 6. Foam insulation - protection 7. 36" halls and stairways (Uniform Building Code section 1064.3.3.2). 8. Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 10. Atxie access and ventilation (Uniform Building Code section 1505). 11. Sound requirements. 12. Energy design compliance and supporting documentation. 13. CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: 1. ❑ SRA 2. ❑ Flood elevation certificate. 3. ❑ Fire SprinlJers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub-Standard Housing letter. Pace - of Page 1 of 3 AP NO.: 064-210-018 DATES: 08/12/03 1 01/00/00 01/00110 1 01100100 County u °° OWNER: Larry/ Warner Phone: (530) 873-9725 °BUTTE ofButte DEPARTMENT OF Phone: " • - MAIL DEVELOPMENT SERVICES °Ourtty P.O. Box 942 Phone: ADDRESS: Building DIVISiOn Magalia CA 95954- 7 County Center Drive Owner Phone:- Phone:. CONTRACTOR Oroviile, CA 96965 O (530) 538-7541 Email:- Phone: ARCHITECT OR ENGINEER 11-ic No.: PERMIT NUMBER: 103-2419 Emailr - SITE Carne ie Road Phone: i APPLICATION AND PERMIT Magalia CA 95954- Email: ADDRESS: USE SF Dplx MH Other. 0 0 0 TYPE OF New Addn Rmdi Utlts Instln WORK ® O O O O Other: DESCRIPTION LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalily 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 License No. OWNER -BUILDER DECLARATION I hereby affirm under penality of perjury that I am exempt from the Contractor's State License Law for the following reason: O 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. O 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: WORKERS' COMPENSATION DECLARATION I hereby affirm under penaly of perjury one of the following declarations: O 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. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: O Cartier. Policy Number: This section need not be completed if the permit is for one hundred dollars $100 or less). I 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 the workers' O compensation laws of California, and agree that, if I should become subject to the worker's compensation provisions of Section 3700 of the Labor Code, I shall forthwith corn with those provisions. WARNING: FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued. O Lender's Name: Lender's Address: I certify that 1 have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property for inspection purposes. Signature of Applicant Date C ' Owner 13 j Contractor 13, Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction.of structures over 3 stories In height. 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. s .. Date PERMIT EXPIRES ON: By Date Page 1 of 3 Oi AP NO.: 064-210-018 DATES: ' 08/12/03 T" 4* OWNER: Warmer Phone: (530) 873-9725 NSITE ADDRESS: Carnegie Road Magalia C Zoning R-1 Acres Name/Date Paradise Pines #14 Flood Map/Book 38 Page 38/41 Block Lot 235 Panel Snow Load Other 7/15/1971 SRA Yes VALUATION CODE SQ FT $/SQ FT VALUATION Residential/ Guest House/Heated Fun Room R 1835 $54.00 $ 99,090.00 Garage or Storage Shed U 506 $18.00 $ 9,108.00 Covered Cov 244 $13.00 $ 3,172.00 0 0 $ - $ - Re-Roof x SQ $ 60.00 Calculatesquares 20 ft x 30ft = 60 sf = 6 squares Fireplace A (Zero Clr): Masonry: $ - TOTAL VALUATION $ 111,370.00 BUILDING PERMIT FEES QTY FEES FILING FEE 1 $ 20.00 $ 20.00 Permit Fee - Full 1 Permit Fee -1/2 (MH) $ 681.50 Plan Check @ 65% Permit Fee 1 $ 442.98 Plan Check Minimum/Mobile Home State Approved Plan 1 $ 23.00 $ 23.00 Plan Check MASTER PLANS ONLY $ - Revised Plan Check $ 46.00 $ - Energy Inspection Fee 1 $ 46.00 $ 46.00 Energy Plan Check Commercial 4000+: $ - Residential To.Master: $ - Mobile Home Installation Inspection $ 100.00 $ - TOTAL BUILDING PERMIT FEES $ 1,213.48 PLUMBING PERMIT FILING FEE 1 $ 20.00 $ 20.00 Each Trap 11 $ 7.00 $ 77.00 Solar or heat pump water heater $ 23.00 $ - Water piping 1 $ 15.00 $ 15.00 Each gas water heater or vent 1 $ 15.00 $ 15.00 Gas piping system 1-5 Outlets 1 5+Outlets $15/$3 $ 15.00 Building Sewer 1 $ 15.00 $ 15.00 Mobile Home Utilities Sewer: Water: I Gas: 1 $ 20.00 $ - $ - TOTAL PLUMBING PERMIT FEES $ 157.00 O) AP NO.: 064-210-018 1 DATES: 08/12/031 1 r d" OWNER: Warner - Phone: (530) 873-9725 SITE ADDRESS: Carnegie Road Magalia Q ELECTRICAL PERMIT FILING FEE 1 $ 20.00 $ 20.00 Main Service 600V or less/200A or less 1 $ 23.00 $ 23.00 200+A to 1000A $ 46.00 $ - New Construction or Addns Dwelling Occupied & Accessory Bldgs 2341 $ 0.035 $ 81.94 New Construction Non -Residential Multi -Outlet Branch Circuits $ 7.50 $ - Power Apparatus & Single Outlet Cir. $ - Existing Occupied Outlets or Fixtures 1-20 $ 1.00 $ - 20+ $ 0.50 $ - Fixed Appliances or Outlets (Res) ea. $ 5.00 $ - Temporary Service $ 23.00 $ - Mobile Home Facilities $ 20.00 $ - Miscellaneous Wiring $ 23.00 $ - Pre -Inspection (existing MH, existing site) $ 23.00 $ - Pool Electric $ 30.00 $ - TOTAL ELECTRICAL PERMIT FEES $ 124.94 MECHANICAL PERMIT FILING FEE 1 $ 20.00 $ 20.00 Heating Up to and including 100,000'BTU 1 $ 15.00 $ 15.00 Greater than 100,000 BTU ' $ 20.00 $ - Cooling Up to 3 HP and 100,000 BTU 1 $ 15.00 $ 15.00 3+ to 15 HP and Over 100,000 BTU $ 25.00 $ - Evaporative Cooler $ 15.00 $ - Extend Ducts in Additions $ 15.00 $ - Hoods 1 $ 6.50 $ 6.50 Ventilation 3 $ 4.50 $ 13.50 Gas Fireplace 1 $ 15.00 $ 15.00 $ - MECHANICAL PERMIT FEES $ 85.00 TOTAL OF ALL BUILDING PERMIT FEES 1,580.42 Occupancy: Construction: ISSUED HAZ FEES IMP FLOOD CDF PRCL PD HD ❑ 0 21 2 0 a a❑ AP NO.: 064-210-018 1 DATES: 1 08/12/03 OWNER: Warner -1 1 Phone: (530) 873-9725 Carnegie Road Magalia AnnRFAR STATE RESPONSIBILITY AREA SRA SRA Per Structure I 1 I f 89.001$ 89.01 SRA FEES $ 89.00 SHERIFF Filing Fees Sheriff Residential Per SFLivin Unit 1 1 $360.00 1 $ 360.00 TOTAL SHERIFF FEES $ 360.00 DRAINAGE e Deevvellopmenopmen t OTHER FEES: Residential Per Uvino Una I Is 510.00 1 f Therrnalito Commerciall Per Ordinance 3304 $ 646.00 f TOTAL DRAINAGE FEES $ STREET IMPROVEMENTS MINIMUM PAYMENT OF FEES Chico Urban Commercial per Each s' two unit f 1982.00 f Area Commercial Industrial structures Per So. Ft. f 1.02 f Per Each Single LivingUnit f 595.00 f TheResidential Urban Area Area n rha Commercial Office Per Acre $ 11 924.E f Industrial Light Per Acre f5962.40 S TOTAL STREET IMPROVEMENT FEES $ - WATER TENDER Water Tender Per Parcel S 200.00 $ TOTAL WATER TENDER FEES $ - NORTH CHICO SPECIFIC PLAN NCSP Residential I SR -1 1 Per DU f 3,315.000 f - Industrial/Commercial loffice I PerSFI is 2.32: $ - s 72.614.000 s Notes: BALANCE TOTAL NCSP FEES $ - Filing Fees $ tSU.VU TOTAL IMPACT FEES $ 360.00 360.00 s $ $ $ e Deevvellopmenopmen t OTHER FEES: REQUIRED MINIMUM PAYMENT OF FEES 634.98 PROOF OF PAYMENT RrEQUIRFID FOR FEES BELOW Services TOTAL BUILDING PERMIT FEES 1,580.42 1,034.42 $ 646.00 SCHOOL DISTRICTS - Proof of Pa ment Onl TOTAL ALL FEES $ 2,029.42 $1,394.42 10WES $ 635.00 $ - $ - $ - I PAID PAID PAID PAID MINIMUM PAYMENT OF FEES BUILDING Filing Fees $ tSU.VU Receipt No. Receipt Date Staff Initials :Receipt Name 'Check Number Check Amount Cash PAID 385181 08/12/03 PA Warner Devetoment 5393 $ 635.00 $ 635.00 $ $ $ IPlan Check Fees $ 465.98 SUBTOTAL BLDG $ 545.98 SRA FEES $ 89.00 REQUIRED MINIMUM PAYMENT OF FEES 634.98 PROOF OF PAYMENT RrEQUIRFID FOR FEES BELOW RECREATION DISTRICTS - Proof of Pa ment Onl Chico Area Residen8al Per Lnrin Unit S 1 189.00 S ❑ Durham Residen8a1 Per Sq. Ft. S 1.04 1 $ ❑ f ❑ SCHOOL DISTRICTS - Proof of Pa ment Onl Paradise -093 Residenhal1 1,835 1 2.141$ 3,926.90 1 13ITOTAL CHECK (--0-) Department ®f Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Construction Requirements IMPORTANT . This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality _ prescribed for the specific use in the 2001 California Building Code (1997 U.B.C.), 2000 California Plumbing Code (2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.), and the 1999 National Electrical Code (1999 N.E.C.) . The following items are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. These items MUST be complied with, if applicable, and it is the builder's responsibility to comply. The "specific" items have been keyed to the plans. If an item is inadvertently leis out or missed, it does not relieve the builder of any responsibility for code requirements, general or specific. GENERAL REQUrREMENTS o Guest rooms and habitable rooms shall have natural light equal to 10% of the floor area and natural ventilation equal to 5% of the floor area (Sec. 1203, U.B.C.) • Provide required room dimensions and ceiling height. (Sec. 310.6, U.B.C.) Provide lights, switches, and receptacles for maintenance of mechanical equipment. (Sec.306, U.M.C.) • ..Approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7& Ch. 8, U.M.C.) • Provide minimum. one 3'-0" exterior door. (Sec. 10033.1.3,U.B.C.) • Provide adequate clearance and type A flue for fireplace/woodstove. • All stairways to comply with U.B.C. section 1003.3, for rise,.run, headroom, width, landings and handrails. • Hallways to be minimum 36" wide (U.B.C.. 1004,33.2). Underfloor access and ventilation per Sec.2306.3 & 2306.7, U.B.C. Attic access and ventilation (UBC section 1505). • Provide approved flashing at all exterior openings. • Provide 18" platform for appliances/equipment in garage capable of producing a flame, spark or glow. • Provide protection of appliances in garage from vehicular damage. Closet lights per N.E.C. Article 410-8. • Provide certificates of conformance for all giu-lam beams. • Provide approved spark arrester at all chimneys/type "A" flues. • Provide ''/"x 10" anchor bolts @ 6' o.c. max and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @ each bolt (Sec. 1806.6, U.B.C.) • Foundations with stemwalls shall be provided with a minimum of one number 4 bar at the top of the wall and one number 4 bar at the bottom of the footing. (Sec. 1806.7.1, U.B.C.) o Slabs -on -ground with turned -down footings shall have a minimum of one number 4 bar at the top and bottom (Section 1806.7.2, U.B.C.) • Guardrails to have minimum 36" high top rail, with intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, UBC) Page 1 of 2 Owners Name: Building Permit Number: Plans Examiner_ 509, U.B.C.) • Veneer per Ch. 14, U.B.C. • Exterior plaster —weep screeds (U.B.C. section 2506.5). • Skylights per Sec. 2409 & 2603.7, U.B.C. • Protect plastic foam insulation per Sec. 2602.4, U.B.C. Ground fault protection shall be required in all bathrooms, garage, kitchen, wet bar, and exterior receptacles (NEC 210). dElectrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (U.P.C. 408.6). • Minimum shower compartment size of 1024 sq. in. & 30" circle (U.P.C. 412.7). • Provide plumbing. fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUEREMENTS 1. Provide safety glazing in all hazardous locations (U.B.C. section 2406). 2. Garage firewall separation— required on garage side, including supporting walls and posts (U.B.C. section 302.4 exception #3). 3. Install smoke detectors as per the requirements of U.B.C. section 310.9.1. Sp-eciaYro6f covering required, class B m;r;,mum. -- — 5. Provide 2 separate exits from the third story (U.B.C. section 1004.2.3.2 exception #4). 6. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear openable area of 5.7 square feet. Additionally, the window shall have a minimum net clear openable height of 24" and a minimum net clear openable width of 20". The window sill height shall not be more than 44" above the floor (U.B.C. 310.4). %X LOR COME USED ON PLAITS Blue = Engineering. Pink = Firewall Green = Braced wall panels Yellow = Imrorrant COMPLY WITH ITEMS INDICATED BELOW ❑ Your parcel lies within a designated 100 -year flood plain. Finish floor shall be a minimum of one foot above the elevation shown on.the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. .2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities Iocated above the 100 -year flood elevation. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than.1 square in for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. 7. All building materials below the 100 -year flood elevation must be of fire-resistant material. ❑ Fire sprinklers are required in this structure. ❑ This parcel is located within the California Department of Forestry and Fire Protection area. Compliance with the attached CDF fire safe requirements will be necessary. ® All structures and equipment including overhangs shall be clear of all easements. A setback of ' from the side and 'from the. rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. ® Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 Owners Name: Building Permit Number: Plans Examiner: TO LARRY PAINTER RMJRN TO CHICO FII SITE PLAN REVIEW APPLICATION Date: AP# • Permit Number (if applicable) 03-2-9 APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address: / Telephone No.: Situs Address: Proposed Use: 4D Z�, Df- (? & &) Residential WNew Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer • ❑ Multi -family Non-residential ommercial❑ ❑ New Commercial- F-1Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel ®der Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval • 3 Site Plan Stamped Approved By Date Page 1 of 5 ALL ITEMS CHECKED'APPLY TO THE PROPERTY. 11 J Parcel Is In: N Snow Load Area: —r -t> '3CzM--�fi - • ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) Flood Zone: X e Flood Panel No.: ® y C -D Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ----------------------------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement • Zoning: R Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. U Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front- L Side S �b Side Street Rear P3 -50 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. U Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula • ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area —Road ❑ Thermalito Impact ❑ Other ---------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. • Parcel Created By II Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements • ------------------ Page 3 of 5 Subdivision Map/Parcel Map: ff=4Tzq OjSr pi �j SS =tt 1 t Map Date of Recording Lot ❑ Use Per Use Permit Y r Book: 3� Page: 3 Lf / • Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for 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 the Fire Department specifications, serves the parcel. ❑ 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. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control P140 must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa El Page 4 of 5 0 0 11 2-917 National Pollutant Discharge Elimination System (NPDES) Phase II & SWPPP Non -Certification for Project # for Butte County Storm Water Permit Compliance By signing below, I, the project architect/engineer of record, indicate that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board. I, additionally, understand that it is the project owner's/owner's agent's responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a fee of $700.00 to the State Water Resources Control Board to obtain such a permit. I, further, certify that this project will not disturb more than 1 acre of land. I have also reviewed the Best Management Practices Handbooks, California Storm Water Quality Task Force, Sacramento, CA. I certify that appropriate BMPs will be implemented to effectively minimize the negative impacts of this project's construction activities on storm water quality. I acknowledge that it is my obligation to make the project owner and contractor aware that the selected BMPs must be installed, monitored, and maintained to ensure their effectiveness. If, at any time, site conditions and/or observations by a County official warrant reevaluation and revisions of the chosen BMPs, the appropriate changes will be made without unnecessary delay. I am aware that failure to properly implement and maintain the BMPs necessary to prevent the discharge of pollutants from this project during construction could result in significant penalties and/or delays. Signed: Title: Gid�Jr^2 Date: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N. 0.1.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit, if my project disturbs more than 1 acre of land. I, further, certify that this project will not disturb more than 1 acre of land. This document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified individuals properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons directly responsible for gathering the information, I certify, to the best of my knowledge and belief, that the information submitted is true, accurate, and complete. Signed: Title: Date: NPDES & SWPPP Non -Compliance Certification Draft Butte County Stormwater;Plan ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 538-4356 Download Forms: www.buttecounty.net/publicworks/forms.html NU I IP Y CUUNTY 24 HOURS BEFORE WORK IS TO BE DONE Permit Number District - Phone (530) 538-7157 Ext. 2016 APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information except signature must be typed or legibly rinted. I. Applicant's Name: L �'rZ�y 1�A1^ - r �2 la. Com any Name: IBJ A 2. Address: 2 F-LQ('M � � . v . 13 3. Phone:-- 9-72L5' 4. Assessor's Parcel Number:O I v 5. Location of Work to be Done i I 23 5 LL,.11"7' ) 4- 6. Applicant's Signature 7. Date: 3 0-3 CONTRACTOR'S INFORM.ATIO 8. Contractor's Name 9. Address 4 Z 10. Phone: 11 Fax: 12. Contractor's License Number: Z 13. Certificate of Insurance: Yes 5� No: ❑ 14. Contractor's Signature: 14a. Date Signed: '.uthorized Agent: 2 03 TYPE OF WORK TO BE DONE 16. Please Check: Curb: KGutter: ❑ Sidewalk: ❑ 17. If Driveway List Type: Other Work - Describe: L 00-3 � P CA/Ad8. 19. Plans Attached: DKYes O No PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions below, permission is hereby granted. written 20. Conditions �.QcLJ 0 c k ' h ��Q� -T,- C -0.n1 �t �� C (2.sL l� O It— Underground Service Alert U.S.A. must be notified two working days prior to any excavation. 800-227-2600 21. 16 All work shall conform to accompanying: Detail ® Plans 0 Special Conditions 20 22. Date Issued /a /G 23. Expiration Date: 24. Surety: / -TT—Date. I Paid: 26. Amoant a�'d: off; -3/a-?/Oz � U G27 aid Bx: 3 28. Ree ipi_No.: ecrC r y�JU236 Mike Crump, Director of Public Works By: (% 29. Final Inspection Date: 30. Inspected By: ❑ Completed - OK ❑ Completed - Not OK Use O�ty: 3 1. Comments: unry u:� O Additional Comments Attached Note: ltpermits are faxed to any number besides (530) 5384356, they can be delayed up to one week. Page I of 2 1' LIMITED STRU CTU RAL CALCULATIONS RECEIVED S!pPL•f-w%T^ FOR GUSTOM HOME FOR LARRY' �.: JILL WARNER JOB SITE GARNEGIE MAGALIA, GA JAN 2 3 2004 PLAN REVIEW APPROVAL MAR 0 8 2004 UNHART PETERSEN POWERS ASSOCIAT Es AECGKOUr AKCH1T1=CTUKL + LNGINLLKING + CONSULTING Larry J. Warner A.I.A., ARCHITECT 10 Declaration Dr., SUITE D CH.ICO, CALIFORNIA 95973 530-892-8008 PROJECT: WARNER RESIDENCE PROJ. No. LOT -235 LOCATION: MAGALIA, CA DATE: 7/21/03 BY: LJW PAGE 1 OF CODES: Uniform building code, 1997 Edition AISC, Manual of steel construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition AITC, Timber Construction Manual MATERIAL: Concrete: f = 2,500 psi min. @ 28 days Masonry: f c = 1500 psi Mortor: PC = 1800 psi, Type "S" Grout: f c = 2500 psi @ 28 days Steel Reinforcing: ASTM A-615 Grade 40 for #4 or smaller ASTM A-615 Grade 50 for #5 or larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B Machine Bolts: ASTM A307 Grade A Anchor Bolts: ASTM A307 Grade A, unfinished Wood Connectors: Simpson Strong -Tie or equal Wood: Light Framing: Const. Grade Douglas Fir Struct. Lt Framing, Joists & Planks: Doug, Fir No. 2 Beams & Stringers, Posts & Timbers: Doug Fir No. 1 Plywood: A.P.A. Rated sheathing, Grade CD, UBC Std.25-9 Glue -Lam Timber: ANSI / AITC A190.1-1983 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: 22,5 psf Snow Floor Live Load: 40 psf Seismic Zone: 3 Wind Speed: 75 mph Exposure: B Method 2 used unless noted otherwise. Allowed Soil Bearing : 1,500 psf NOTE: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of AEC Group, Larry J. Warner AIA, Architect. Verification of the soil conditions at the project site to determine the expansive or bearing capacity is by others. AEC GROUP., Larry J. Warner AIA, 10 Declaration Dr. Ste -D, Chico, CA 95973, 530-892-8008 PROJECT: WARNER RESIDENCE PROJ. No. LOT -235 LOCATION: MAGALIA, CA DATE: 7/21/03 BY: LJW PAGE 2 OF ROOF DEAD LOAD CALCULATIONS CONVENTIONAL FRAMED ROOF ROOFING 3.0 PSF 1/2" CDX PLY 1.5 TJ I @ 24" O.C. 1.1 TJI @ 24" O.C. 1.1 5/8" GYP BRD. 2.8 INSUL 0.5 MISC 0.5 TOTAL Iu.J Fir USE 11.0 PSF. FLOOR SYSTEM 2.5 PSF ( 2x FRAMING FLOOR) 3/4" CDX PLY 2.3 PSF JOIST . 2.2 INSULATION 0.6 GYP 2.8 FLOORING 1.5 MISC 0.5 TOTAL EXTERIOR FRAMED WALLS TRUSSED ROOF SYSTEM ROOFING 2.5 PSF 1/2" CDX PLY 1.5 TRUSSES @ 24" O.C. 3.5 5/8" GYP BRD. 2.8 INSUL 0.5 MISC 0.0 TOTAL 10.8 PSF USE 11.0 PSF. (WOIST FRAMING FLOOR) 3/4" CDX PLY 2.3 PSF I -JOIST 1.4 5/8" GYP BRD 2.8 MISC& INSUL 1.5 FLOORING 1.5 9.9 PSF TOTAL TOTAL USE 10.0 PSF. EXT. FINISH 3.0 PSF SHEAR PLY 1.5 FRAMING 2.0 GYP BRD . 2.2 INT. FINISH 0.2 INSUL 0.3 TOTAL 9.2 PSF USE 9.2 PSF. CONCRETE FLOOR SLAB 15.0 PSF SHEATHING 2.3 FRAMING 3.5 INSULATION 0.5 TOTAL 21.3 PSF USE 21.3 PSF INTERIOR FRAMED WALLS 9.5 PSF USE 10.0 PSF. GYP. BRD 2.2 PSF FRAMING 2.0 GYP. BRD 2.2 FINISHOES N/A INSUL N/A TOTAL 6.4 PSF USE 6.4 PSF. AEC GROUP., Larry J. Warner AIA, 10 Declaration Dr. Ste -D, Chico, CA 95973, 530-892-8008 COLLECTOR SCHEDULE GRID PANEL PANEL DIAPH COLLECTOR LOAD @ LINE PLF LENGTH PtoP SEGMENT 1 A B 63 3.3 208 B END 63 8 504 0 0 0 2 N/A 0 0 0 0 0 3 N/A 0 0 0 0 0 4 END C 45 32 1440 C D 45 12 540 0 0 0 5 N/A 0 0 0 0 0 6 N/A 0 0 0 0 0 7 N/A 0 0 0 0 0 8 N/A 0 0 0 0 0 0 0 0 0 '0 0 COLLECTOR STRAP SPLICE C-1 S-1 C-1 S-1 C-1 S-1 C-1 S-1 COLLECTOR SCHEDULE GRID PANEL PANEL DIAPH COLLECTOR LOAD c@ LINE C-1 S-1 PLF LENGTH PtoP SEGMENT A 1 2 36 .5 180 2 3 36 15 540 3 5 36 12 432 0 0 B 1 2 41 4 164 2 3 41 5 205 3 4 41 6 246 4 END 41 22 902 0 C N/A 0 0 0 0 0 D 3 4 25 3 75 4 5 25 7 175 0 0 0 E 0 0 0 0 0 F 0 0 0 0 0 G 0 0 0 0 0 H 0 0 0 0 0 0 COLLECTOR STRAP C-1 SPLICE C-1 S-1 C-1 S-1 C-1 S-1 C-1 S-1 C-1 S-1 C-1 S-1 C-1 S-1 C-1 S-1 C-1 S-1 Floor Joist[ 97 Uniform Building Code (91 NDS) ) Ver: 6.00.5 By: Larry J Warner AIA , AEC Group on: 01-13-2004: 2:07:50 PM Project: LOT235 - Location:. FJ-1 TYP FLOOR JOIST Summary: PRI-20 / 9.5 - APA EWS Performance Rated I-Joists x 12.0 FT (a>, 16 O.C. Section Adequate By: 57.7% Controlling Factor. Allowable Deflection " Hoists were designed for simple spans using the joist manufacturers published values. If the design does not match the actual joist loading or span conditions in any way, contact the joist manufacturer for design verification. Joist Span Deflections: Dead Load: DLD-Center— 0.05 IN Live Load: LLD-Center— 0.19 IN = L/757 Total Load: TLD-Center— 0.24 IN = U606 Joist Span Left End Reactions (Support A): Live Load: LL-Rxn-A= 320 LB Dead Load: DL-Rxn-A= 80 LB Total Load: TL-Rxn-A= 400 LB Bearing Length Required (Beam only, support capacity not checked): BL-A= 1.75 IN Joist Span Right End Reactions (Support B): Live Load: LL-Rxn-B= 320 LB Dead Load: DL-Rxn-B= 80 LB Total Load: TL-Rxn-B= 400 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 1.75 IN Joist Data: Joist Span Length: L2= 12.0 FT Floor sheathing applied to top of joists-top of joists fully braced. Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 480 Total Load Deflect. Criteria: U 360 Joist Span Loading: Uniform Floor Loading: Live Load: LL-2= 40.0 PSF Dead Load: DL-2= 10.0 PSF Total Load: TL-2= 50.0 PSF Total Load Adjusted for Joist Spacing: wT-2= 67 PLF Properties For: PRI-20 / 9.5- APA EWS Performance Rated I-Joists Depth: D= 9.5 IN Moment Capacity: Mcap= 2180 FT-LB Shear Capacity: Vcap= 1120 LB El: El= 145000000 LB-IN2 End Reaction Capacity: Rcap= 830 LB Comparisons With Required Sections: Controlling Moment: M= 1200 FT-LB Adjusted Moment Capacity: Mcap-adi= 2180 FT-LB Controlling Shear: V= 352 LB Adjusted Shear Capacity: Vcap-adi= 1120 LB EI Required: EI-req= 91947740 LB-IN2 EI: El= 145000000 LB-IN2 Maximum End Reaction: Rmax= 400 LB Adjusted Reaction Capacity: Rcap-adj= 830 LB Multi -Span Floor Beamf 97 Uniform Building Code (91 NDS) ) Ver: 6.00.5 Bv: Larry J Warner AIA, AEC Group on: 01-13-2004: 2:12:32 PM Project: LOT235 - Location: FG -1 TYP FLOOR GIRDER Summary: ( 2 ) 1.75 IN x 5.5 IN x 19.5 FT (6.5 + 6.5 + 6.5) / 1.9E Microllam - Trus Joist -MacMillan Section Adequate By: 36.1% Controlling Factor: Moment of Inertia / Depth Required 4.96 In Left Span Deflections: Dead Load: Live Load: Total Load: Center Span Deflections: Dead Load: Live Load: Total Load: Right Span Deflections: Dead Load: Live Load: Total Load: Left End Reactions (Support A): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only, Center Span Left End Reactions (Support B): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only, Center Span Right End Reactions (Support C): Live Load: Dead Load: Total Load.- Bearing oad:Bearing Length Required (Beam only, Right End Reactions (Support D): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only, Dead Load Uplift F.S.: Beam Data: Left Span Length: support capacity not checked): support capacity not checked): support capacity not checked): support capacity not checked): Left Span Unbraced Length -Top of Beam: Left Span Unbraced Length -Bottom of Beam: Center Span Length: Center Span Unbraced Length -Top of Beam: Center Span Unbraced Length -Bottom of Beam: Right Span Length: Right Span Unbraced Lenqth-Top of Beam: Right Span Unbraced Lenqth-Bottom of Beam: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Left Span Loading: Uniform Load: Floor Live Load: Floor Dead Load: Floor Tributary Width Side One: Floor Tributary Width Side Two: Beam Self Weight: Wall Load: Total Live Load: Total Dead Load: Total Load: Center Span Loading: Uniform Load: Floor Live Load: Floor Dead Load: Floor Tributary Width Side One: Floor Tributary Width Side Two: Beam Self Weight: Wall Load: Total Live Load: Total Dead Load: Total Load: Right Span Loading: Uniform Load: Floor Live Load: DLD-Left= LLD -Left= TLD -Left= DLD-Center- LLD-Center- TLD-Center- DLD-Right= LLD-Riqht= TLD -Right= LL-Rxn-A= DL-Rxn-A= TL-Rxn-A= BL -A= LL-Rxn-B= DL-Rxn-B= TL-Rxn-B= BL -B= LL-Rxn-C= DL-Rxn-C= TL-Rxn-C= BL -C= LL-Rxn-D= DL-Rxn-D= TL-Rxn-D= BL -D= FS= L1= Lu1-Top= Lu1-Bottom= L2= Lug -Top= Lu2-Bottom= L3= Lu3-Top= Lu3-Bottom= U U 0.03 IN 0.16 IN = U490 0.19 IN = U415 0.00 IN 0.11 IN = U718 0.11 IN = U704 0.03 IN 0.16 IN = U490 0.19 IN = U415 1404 LB 328 LB 1732 LB 0.66 IN 3744 LB 901 LB 4645 LB 1.77 IN 3744 LB 901 LB 4645 LB 1.77 IN 1404 328 1732 0.66 1.5 6.5 0.0 6.5 6.5 0.0 6.5 6.5 0.0 6.5 360 240 LB LB LB IN FT FT FT FT FT FT FT FT FT FLL-1= 40.0 PSF FDL -1= 10.0 PSF Trib-1-1= 6.0 FT Trib-2-1= 6.0 FT BSW= 6 PLF Wall -1= 0 PLF wL-1= 480 PLF wD-1= 120 PLF wT-1= 606 PLF FLL-2= 40.0 PSF FDL -2= 10.0 PSF Trib-1-2= 6.0 FT Trib-2-2= 6.0 FT BSW= 6 PLF Wall -2= 0 PLF wL-2= 480 PLF wD-2= 120 PLF wT-2= 606 PLF FLL-3= 40.0 PSF Page: 2 Multi -Span Floor Beam[ 97 Uniform Building Code (91 NDS) ) Ver: 6.00.5 By: Larry J Warner AIA , AEC Group on: 01-13-2004: 2:12:32 PM Project: LOT235 - Location: FG -1 TYP FLOOR GIRDER Floor Dead Load: FDL -3= Floor Tributary Width Side One: Trib-1-3= Floor Tributary Width Side Two: Trib-2-3= Beam Self Weight: BSW= Wall Load: Wall -3= Total Live Load: wL-3= Total Dead Load: wD-3= Total Load: wT-3= Properties For: 1.9E Microllam- Trus Joist -MacMillan Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E_ Stress Perpendicular to Grain: Fc_perp= Adjusted Properties Fb' (Compression Face in Tension): Fb'= Adjustment Factors: Cd=1.00 CI=0.99 Cf=1.11 Fv': Fv'= Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= Over right support of span 1 (Left Span) Critical moment created by combining all dead loads and live loads on span(s) 1, 2 Controlling Shear: V= At a distanced from the right support of span 1 (Left Span) Critical shear created by combining all dead loads and live loads on span(s) 1, 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= Area (Shear): Moment of Inertia (Deflection): S= Areq= A= Ireq= 1= 10.0 PSF 6.0 FT 6.0 FT 6 PLF 0 PLF 480. PLF 120 PLF 606 PLF 2600 PSI 285 PSI 1900000 PSI 750 PSI 2864 PSI 285 PSI -2898 FT -LB 2140 LB 12.14 IN3 17.65 IN3 11.26 IN2 19.25 IN2 35.66 IN4 48.53 IN4 Footing Design ( 97 Uniform Building Code (91 NDS)) Ver: 6.00.5 By: Larry J Warner AIA , AEC Group on: 01-14-2004: 12:06:15 AM Prosect: LOT235 - Location: FTG -FG -1 Summary: Footing Size: 1.75 FT x 1.75 FT x 10.00 IN Footing has been designed without reinforcement Footing Loads: Live Load: PL= 3744 LB Dead Load: PD= 901 LB Total Load: PT= 4645 LB Ultimate Factored Load: Pu= 7626 LB Footing Properties: Allowable Soil Bearing Pressure: Qs= 1500 PSF Concrete Compressive Strength: F'c= 2500 PSI Footing Size: Width: W= 1.75 FT Length: L= 1.75 FT Depth: Depth= 10.00 IN Effective Concrete Depth: d= 8.00 IN Column and Baseplate Size: Column Type: (Wood) Column Width: m= 3.50 IN Column Depth: n= 3.50 IN Bearing Calculations: Ultimate Bearing Pressure: Qu= 1517 PSF Effective Allowable Soil Bearing Pressure:(With Increase) Qe= 1581 PSF Required Footing Area: Areq= 2.94 SF Area Provided: A= 3.06 SF Baseplate Bearing: Bearing Required: Bearing= 7626 LB Allowable Bearing: Bearing -Allow= 33841 LB Beam Shear Calculations (One Way Shear): Beam Shear: Vu1= 908 LB Allowable Beam Shear: vc1= 7280 LB Punching Shear Calculations (Two way shear): Critical Perimeter. Bo= 46.0.0 IN Punching Shear: Vu2= 5339 LB Allowable Punching Shear: vc2= 31814 LB Bending Calculations: Factored Moment: Mu= 20019 IN -LB Nominal Moment Strength: Mn= 36400 IN -LB LIMITED G�ALGULATJON5 GL IST., -01 m- FO- R - J, il.�L "A" v v A R iS N --- CA;eNE671E K46ALbodv, - GA RECEIVED OCT 0 6 2003 ras SSTES wow PLAN REVIEW APPROVAL MAR 0 8 2004 UNHART PETERSEN POWERS ASSOCIATES Ar r AR r -H 71- i NG3 LT I F* I I K p �' - F= IN, G , i -4 E. C, 47 E—r Larry I. Wamerkl-,k,-ARCl9TECT 10 Deck cin Dr. SE.D, QFUCOP CALIFORNIA 95973 530-992400&-, ��U1�i✓'i': A7��R ���.� �i�i��. X30. �,i3�'-2�� LOCA-TJ0N'.;,LW--A-(! DAA: RY: "V p a,AC�. 1, nF . C0DIA3?:��i ixvi iii tr�iix' wsu- -'�; iii E on - AM, Manual of steel construction, 9th edition ACI, MUnuai of a OnCrefe artice,. NfXg Edition AITC, Timber Construction Manual MATERIAL.- Concrete:. f c = 2,500 psi.min.. (R-1 28 days mli bitty' f e = 1500 p9i orour .stad, I:.- infoicinr: 'Stiruct: Steel: Steel .Pipe: Steel Tubing: MaehineBolts. AintiWr Stilt : Wr,#r-cL.ex"Iner, n—f— PC = 250ti phi $ dye ASTM A-615 Gracie SU for #5 or larger AS'lW A6 ASTM A53 Grade R ASTM A500 Glade iii or t ASTM A3G7 Grade A ASTM A307 Gftdc A, Iffiffiff9lidd Sim pc�..Stcnna-T e.'rw a�nu L Struct. U gaming, Joists & Planks: Doug,_ Fir No. 2 Beams & S-tri`ngers, fiosts llin6ers: Doug R Mo, f (Plywood: A.P.A. Ratedsheathing, Grade CD, UBC Std.25�-9 Glue -Lam l unber: ANSI J-AITC AI -90 z 1983 Simple Sans: 24F -V4 Combination CghtildVeg' 24F -V8 C;binliiiiali6n DOADS: koof ;Lige tblti' 12,3 psf §now Floor Live Load: 40 psf Seismic Zone: 3 Wind Speed- 75 mph Exposure. R :Method 2 used noted otherwise. Allowed Soil B l; 500 :psf ` • _ i tY upas W`aiUii- ftiE7uiCtii rrems iia not g -fv astslre�ed 'lri the following calculations and or details are designed by others and are. not the respnnsii�i *- . Of Group, .Garry. j -'Warner 2 A; Architect. Verification of lite soil conditions at theproject site to determine the expansive of bearing -capacity is by .otbem -_ AEC GROUP., Larry I Warner AIA, 10- Deciarafim Dr. Ste -B, Chioa,_ CA 95911,_ 530-8'92-tt IjL s W RESIDENCE WWI Nio. lbt-lll L OCE ATION: M-AGAL- IA; CA DAIE: 712:1103-:.,; BY: LJ -W -PAGE- 2- OF ROOF DE-.4E1LOA.�C-AL-C-.UL-AT-IONS- 00XVPhCn0NAL,FSA NFDRj" kboANG 1.6 p9v .1,/-2-?'CDX,PL-Y- 1.5- -TPI g2 41 2.2 TJfz(4-24" O -C. .1.1 518" GYP BRD. 2.8 INSUL '0.75- mss 0.5 TOTAL 10.5 PSF CASE.ff."SF-. FLOOR Sysmsf, MM]Rd (2x FRAMINGFLOOR) 3t4" C.]DX PLY 2-3 PSF JOIST . 2.2 INSULATION, 0�6 GYP 2.9 FLOOR 46 1.5 MISC TRUSSEa R" SYSTEM. MM]Rd 2 PSF I12"3.C- DX- PLY 1 -5 - TRUSSES @ 24" O.C. .15 5/8" GYP-RRDr. 2I-81 NSUL 0.5 Ninsc- (Yo - TOTAL 10,8 PSF U 11.0 PSF, (I -JOIST FRAMING FLOOR) -3/4" C -DX PLY 2.3 PSF I -JOIST 1.4 S/r GYP DRD 2.9 MISC& INSUL 15 FLOORING 1.5 TGTAL, 91.9 PSF TOTAL, USE 10.0 psf. EXTERIOR FRAME WALLS TOTAL CON: RETE' PLOOK A.Ab FRAMING V NSr-f-LATTUK, 'I'UT-A�l. AEC GROUR,Lafry-J. PSF 15.0 PSF 2-T 35 6.5 4213 -TSF USE 21.3 PSF T-aTSL - 9."Jin-PS&F, - USE ib.b Asp. Nnrddlt FRAMEb WALLS - SHEAR PLY FRAAWN 05. GYP it" N/A -24,-T. FLNUISH -01.2_ 1w9ti 0.1 TOTAL CON: RETE' PLOOK A.Ab FRAMING V NSr-f-LATTUK, 'I'UT-A�l. AEC GROUR,Lafry-J. PSF 15.0 PSF 2-T 35 6.5 4213 -TSF USE 21.3 PSF T-aTSL - 9."Jin-PS&F, - USE ib.b Asp. Nnrddlt FRAMEb WALLS - GYP. BR. a FINISHOES N/A INTSUL -'. 1 -4 TOTAL 6.4 PSF USE -6-"f-fs'F Roof -Bea m -F-9-7, Uniferrn-Bui I din %-Gode-04- __ j Warner AIA, AEC Group on: 07-2`1-2003`.1 1eO8 PM . Proiect-, LOT235-- Locatiow-HDR-1-TYp-Header submTery- 3.6 IN x 9.16 IN x 6.25 FT / #2 - Douglas Fir -Larch - Dry Use Section-AdequaWBy, 1-7.7%- Contraffing-Facter, Area -t Depth-Requir447.Wirt, Udfldwdtia:- Dead Load DLD= 0,02 IN UveLoad: LAD= .40--04- -IN—L-J-1888- TLQ_y 0.0-6 IN -7- EJ1259 Rewtiom (Each End) Lqvd, bm= 1,336- tB-- Dtt-fve ead Load: OL-Rkhl, MS LB TOW Load: TL-Rxrv-- 20a4 La Bearing.Lengffi Required (Be -am oril rt city not y, i1pprI capa BL 0,*92 'IN' Beam bala: Span:. L= 6.25 Fr Maximum wnbr@W4 Span; Ltr_ 0.0 rf, Pitch Of Roof AP= 5 12 .'.Live -Load-D~- Qviteria- 11. 240 Total.Load Deflect Oiled& & ISO. Roof Loadirw ftottive,toad�ide.-One: LL -1= 22.5,- PSF R66t EJ6dd,L898=SId6 Ofid: DO= 10.0- tar -- Tributary Witittt-Side One: TWI= jQQ FT ,) b61_,Uvep&,d*ft Two; tL-2= 22.5- -b ' PW R hoed -Side Two: 1b. PSF Tributary WkWi-Side Two: TW2=. 1.0 FT RoaMuration Factcc I �"# f: T5 beam Self Weight: BSWE 6 PLP Slope/PftchAdkis fediengths-and.Loads: A.4justed Bes,,r,.Eanqthf Ladi= Ck -75 FT Beam Uniform Live Load: WL= 4M hP wQLaq_- 214. PLP -86awUniterm-Dead-Load: T61tal, tjhlf�ft- Load; 64-4. PLF PrOeftioij F6r'-#2- QQIj_q(a!j Fir - La - rch - Bending-Stre-w. Fb- '875- psi- sh"t 811ift, 85 Psi Modulus of Elastic": E= 1600000 Pat Spiess PbrPendjcuJbr.tb Grain: Fc fferpp=- 625 PSI Adjusted PF60UU66 Fb1 ffensions: FW= 1208 PSI, Adjustment Factort: Cd --I.15 C#-1.20,. FV: -P%?= i0o psi . .. AdtWrnentl7actom..Cct--1...15 Controlling Moment: M= '3131 FT -LB 3:1125rft-from,left-support- Ct%PAI hOcn1bntc*&tVd Vy -Com-binin§- till dead �fdd fift- loads, C011trolkna stmr. V__ 2004 LB dif I shear crew .6y".66in6 ing aif'8eifid a'Ad OvVe bads. C4rn.parisons With Required Sections: !edF6n'1VIiid_U`I6s (Romeritf sa 40.41 INZI Area (S -hear). Area= 27.51 IN2 A- 32,38. IN2 Moment of Inertia (Deflection): Ireq= 33.02 IN4 ..I= 230.84- TN4- Itr�iu,i5- t_rs�iisiie iQia3f L Y'iLt�i�+Ciis915`G`ri5i� :CSS>�'C'4[Siifi't81_'i�t'�ifimY; v.'4?. By: Lally J Wemer AIA . AEC Group on: b7-21-2003:1:13:38 PM ptoiee LOT235 - L"ocei"6ts" GDH=1- 6ummarY: { 3 1.75 IN x 11.25 IN.x 16.5 FT l 1.9E Micmtlam. - Tam Joist-MacMillan Section i4sf ua#e Lav-18`931; ColltPoitin Factor. bbmentot-tnert a l-.Depr;Reautted.lIn- '. Laminations are to be fully connec ro p'roviae Uhlf8P�M i1�MW df 1696§ Laminations f �I It Center Soan Deflections: Deadload' OtDf Center= 0:25- It+ Live Load: LiJ�=C St = 0.44 lilt•= UAW ..Total Load: TLD Center- a69. I.N. = L -85 rgonw.gw-koft End Rea it ,s (Suppart_Ay) , LL-RXn-A�i L Live::Load: Dead-Load; DL4btn-A= 1250 LB. Tdt&I !Lund: Searing Length Required (Beam only, Support capacity not checked): T!_ Rxn-Ao RL-A= 0.90 IN CenterSw-i ight-EndRea(itior:s {Supno:t-B): LL4bff�=B= 2621 Ls. Dead Load:DL-Rxn-B= 1591 LB flf&Load: Ti-Rxrs-l3= 4112 L-& Bearing .Length Required ( e"a"ii only, St;APSi 6606:lry' (tdtdI`l# ie!4 BL-z8= 1.04 IN- Beam Data Car or Spon Lenath; L� 18:5 FT Center Span Unbraced Length Top of Be fff. lug Tnp= Wa FT Length-Bottom of Beam: Lug-Bottom= 16.5. FT . .Center..Span .I:tnbraced Liye;Load- DuratinnFactor; TOS Live Load Deflect. Criteria: Ll U i 24G Total-LoadA)effect Criteria... Gignw Son i i dinr,: tlnifQtm Load:, . Uve,Load: wt--2;= 0 PLF ®cull Ud' wD 2=,, 0 PLF Beam Self Weigttt: BSW= 18 PLF Tgi<ai"Coad: WT*3-P 18- PL-F Paint Load. - Live. Load:: PL1-2= 1826 LB 00d Load: PD1--2= 1217 t_B Location (From left end of `spam)` xi-2= 13.0 FT Trapezoidal Load 1 L>e#I Five. Load; TRL-Leff= =2= 249 PLE Left Dead Load: TRD-Left-1 V= 111 PLF Rltfhl live Load TRL-Right-1-2= 248 PLF RfghtDead Logd., TRD-Rightb1.4= 119 PLF Load Stacy A-1-2= 0.0 FT Load-End: B-1-2= 12:0-1 -FT L$ba LaW 1.10 FT Properties For. 1.9E Microllam- Trus Joist-MacMillan Bhhear Bear FIs= Fv= 2600 256" PSt' PSI �sttrreesss: Modulus of Etasticit E= 1900006 _ Strt?se Pe radicular to Gm-in: 1 G erfs= 754 _PS!_ Psi Adjusted:Properties W fTension): Fb`w 2623 PSt Adjustrrwht Fadteta: Gd=1.,0Q.G.". ..4a4. FV: FV= AS Psi AdiustmeT Factors G&I1 00- IaSion fZQQWtldM@',iia•: cantrotrum Wment M= 16565 FT-1_13 9:405-7t frowleft support ofspan-2 (Center Span°)r Cfitii t lfl$fPti3lf4 L�t�St S h zfSP 51HIti§ 6I11 VW18689 r;h14'Ilii8 IM9 $5 900(jg) 2• ControAinq Shear: V= 4112 La AT'rigb suoporY of`span'2"(Can-ler Span}' trikai shiear created by combining all dead loads and live loads Yin span(sj Comparisons With required Sections: Section Modulus (Moment); Sreq= 75.78 IN3 S= 110.74 IN3 Area (SFtear�:_ Areq= 21.64 M .Am 59:06 iN2 Moment of inertia (Deflection): Ireg= 524.06 IN4 i— 622.92 1N+ waft.1- nAitort- Rimrnf- W? 'Uniform-, BuIlding-Code, (9-1- tVs Ven -5-07- J Warner AIA, AEC Group on: 07-21 k i i PM Larry 35-- Location: HDR=4-HDR (gt-maslir-bedroom- 2.11.75 IN x 11.25 IN x 6"5 FT 1 1,9E Microllarri - Trus Joist -MacMillan 4-D Reouired-&73-ln-- Factor Area Depth 9a.7% Controffing gr Laminations are t6 66 folly 66hh#dbd,f6 Ohji4idd VHIfdrM.trdr(w* bf-ldbdt td,effl. tttL-t1d*rg Center Span Daffections: Dead LO 11vo Load: OLD-eenter LLD_GbM&__ Jotal Load: TLD -Center -- Center. Span Left End Reactions (&;1pPnrfA)' LLA&A= Uve Load: DL-Rxn-A= Total Bearing Length Required (Beam only, SuppoA capacity not che6ked): BL -A= Center, -Span -Right En6 Reacfiotw.(,%upport-B-);, Ltoisr Lou& LL-Ebm-gf Dead Load: DL4Rxn-B= TotaltoactTL-Rxn43-- B�ggflhg Uftttj Ae4dlrLid (OWtil a", Sup ort capadtk not til ed): BL -B= Beam Data: Confer Span Lendth: L2--- C6fit& Sean Lihbtgcw' Length -'Top of Beam: LU2460;z Center Spm Unbfaced Length -Bottom of Beam. W2-§oftc�;7- Live Laid Duratm Factor C bive1bad-betect. Criteria: T4al,-Load.Deftect. Criteria: U Center. Goan.Eaading: Uniform Load: Live Load--. wL-2-- PiMd,LoaM wD-2= .'Bearn- Self Weight BSW-- Totaf Loa& wT-2-- 061nfcaa! 9 - Live. Load! PLI-27- L6on (Frorniend of 6&teft Tra I �woidal-Load Left TRL-Le1ff-2- . Lei Chea TRD-LbftA-2'-- Right Live Load- TRL-ftht-1-2- Right 9"d lioad, TRD-R!g4t1-?7- Load Start A-1-2= Load -End - Properties For. 1.9E Microllam- Trus Joist -MacMillan -;Rendinq-Stressf Fb= Swiffir 66mv . P4 -- Modulus of Elasticity: E= , , -v5 P, - Stre, broenidicurar fo Ofalh, Fr, Adjusted Propeffles W (Tknqion. FW= 10 Aqlust-m-ent Factors- Cd=1.00 Cft_11. Pv'. Pvl= Adjustment Factors: C&1.00. Benign Requirements; Controlling Moment: M= ,4-94-Ft-from-4eft-support-,of-sven2-(,CenW-SMm)- Cttnl MOMOntInW d4ad-AA& d4d HVL 18444 GgritrQUing. Shear. V= At r1(Tht`SUOpoTtof"sp2w2T(r '6!T § ft6V ifl-live loads s r created60 m ining eadioads and an span(O I Compadsons. With Required Sections.- Required. Sections: %dion Wodulus I rea= Area (,Shear).-. 'Moment of Inertia (beflecflon): Areq, A= Ireq= -0.-02, .144- O,03 O,Q5 1N = U1457 .1660 LB 911 LB. 0.99 IN 2369 U-3 1503 La 3862- LB 147 IN 6-5, FT - 0:0 FT 6-5 FT 240 0 PLF i2 PO 12- PLF 2419 LB 1614-- - -01 - .405 PLE i8o PLF 405 PLF 1.80 PLF 6.6 FT 4.0-1 FT 4;0 FT 2M- PSI - 1900000 PSI 750' PSP' 2623 PSI 286 P&I 5768 FT -LB 3862 LB. 26.39 IN3 711 IN3 20.33, tN2 39!36- ICL2 68.42 IN4 -415.28, fN4-- rucarr-wig,jet. By-.. Larry J Warner AtA, AEC Group on: 07-21-2003: 1:05-23 PM Prole L07236-- Location- KDR--,T HDR Q-Bedroon-3- .3 5 IN x 11.25 IN -x 4.5 FT I Select Structural - Dowlaa Fit-LaLrO - Dry Use L- -UbT6BV.f20:8% Cantrolllqc -etor ArewtDepttrRaquiTed 9-311w- . q _rFa efle�fi'ns: 'conm 01 0 � Dead Load: DLD-Center= 0,01 IR DveKoad:' 0.02 IN = LMW Center.Span Left End Reactions (Support Al.- eve Loadz, e'ad Load, DL-Rxn-A;; 8 L9 TbW_Lqa&_ TL-FbwP-Ar- 2064 LB " - , I checked): iieeOng-LenO Roatdrad (Beam 9upport gapacity BL -AF 0.04. IN Center Span'Riqht Efid Reactions (Support 13): LL-Rxn43_- lift. La. Diced' tread:' DL4An43-, 791 M. Total Lead: TL-Rxn-B= 1959. LB BeAngrLengttv-Requimd-JUsm-witT Support�capacity-n�et checkeft BL 6= 0-.90- IN- ti&—M bi& Center Span Length: L27 4.5 FT iffenter $pan OhOracecilencith-jon of ftffi,* Lu2=Tov= PT - Center SDO UYVAded 1_6n�ih-Boftnm Of Beam: FT Live Load Duration Factor: Cd=- 1.00 Live Lwd ,D_eflpct, qriteria:. CJ -3B6- Total Load Deflect. tifteriiia: 11 246 Center Span, 6badinw, Uniformi. LOad:, .. . . L(ve Load: 0 PLF D3ead Lid: wO-2-- 0 PLF aiam Self Weight. 16 P a, F Total Load: WT -2-- 10 PLF Point Load T uv'e' Load`. PL11-2=1 2274- LO� Dead We& PDI -2= 1516 LB 'Lonaflon Criorn'lif end'6f`_span).' XT-2_� 2.25 FT Trapezoid'. 1. Loid i 'PLF Left. Live Load. TRL -Left-1-2= 76 left. PAWad; TRQ-Loft-1-2® 25 PLF - Right Lit Load: f RL -R ight-i fi= 70 PLF RkW-Oead4_-oa4.- TRD-Right-1-2-- .25 PLF L,6id-stwt A-1-2;-- QzQ FT Load End: B-1-2= 2.0 FT Loa&LenO: C-1-2-- 2.0- FT- Bendinn Stress: Fb-- 1450 PBI eal, fess: r Fv= '93- mk@iii r8l Stress Perpendicular to, Grain: Fq perp= 625 PSI Prnmt-P-5 , - — 4'. PW (Tefision): FB" 1595 PSI Adjustment Factorw Cd -1-00 C 10 Fv,'-. -d'61".0 -O' FW= 95, PSI Adlustmenttaciors: C Design- ReQuiram ent&, Controllinq Moment: W 4383, FT -LB - 2.25 Ft from left support of span 2 (Center Span) -'Cdtic8tMOMent-created-bY-Lvrnbining-aH-,deadioads-and-thm-ioads-.on-qmn(,s-)-2- C-bliftbirlhO-Shl9dr., V= M4 LB At left *support of span 2 (Center Span) Efrfd-ri, e"ldiid-d-ori !§-;iiinTsT2" Comparisons With Kdoutred gections: Section Modulus (Momenty SFeq= 32.98 IN3 S= 7183 IKI3f Area Mhear): Areq= 32.59 IN2 A= 39.38 w Moment of Inertia . Ir ,@Q= 300 13, IN4. 1= 415.28 IN4 n 44:20 PIVI By Larry J Warner AIA, AEC Group on: 67-�i -2116S Project:.LOT-235.�L-oeation;-HDR-2 MDR C-BedroGR-2 (`.2.11.75 I.N. x.1 125. R x 5-,5 FT 11 -.0E Micr ollam - Trim Joist -MacMillan Controlfinn-Fador ATea-f DePW ReMired-&94-: tn- ffiffifitI66, -w fill thcoobem. Ste t8 lid fiill ddhiitis wiffbfm tMtw&-df-IdSdg or D ead. *oa, OLD- bve -6i& TLD -Center-. 6enfer 9P _jan-Le1f.9nd'JTeacfio'n*s f5upporf.A) Llqb I Lue LL- AE Dead.Load: DL-Rxn-A= iAAaeTM U d: . . : . .11 1 PiiAu` 'BL -A=- I jn'A.1 nnffth lrata lbearn only, Support capacity not 6he&edl: (Support -B). ...Dedd:Lo9d:' only; y, Support capacity not uhet*.ed)-. Beam Data:. iejni:e *in bn6iiEi5- Lifiatfi-T80 6f a"M. Center Sw Unbtaced LemfflW3ottom. of Beam. Live. Load'NrOWon Vaefor. LiVe''L. oad1'DbfIe&_ -W&W .....:.Total Lciad.-Deftect. Criteria: Qotiaf Span. Uniftifin:- Load; 'wBe'awSelf Weight Total Lbai d- Pdiltt-LtSI#tl: i. Uke Loa& L on, Point Load 2' . ..... Location (From left end of -span): Trrdpezz -,- Y .:'.'Left.U44 Load:. RiqW.,Uv(:vLo&d,. Right Dead Load., -Load--Start -UM-Eft Load Lencith: PropeTile§, For; TE fficrOlTaffi- TrusXii;T-%TEFc1V1irf4ff Beffdlri.. Ttress: :.Shear Stress. Modulus- of aaqtiC4w* gtress-PerpenYicularlo` Grain: Adjusted Properties Fh'(Tanslanj! Adjustment Factors: Cd=1.00 C ",01 LL-Rxn-B= . DL-Rxn-Bz;.. _ ...: 4N -- -Ow IN = UMN Q..Q4` .114 = UI846 ..'0299.'. -IN. .2178:'.LB - LR' - - 36W' '::`,UB-. C59 IN'. L2- FT LU2-T-bl3-=` 0.01 fT Lu243oftorrr- 5 5 FT Cd=—' 1'.'00- U WL2-- Of PLF vvg44� -.9., P ,a BSW= 12. PLF WT -2= 12�-- PLIF PLI.-2-- 2274: 'LB PDI=2__ -1-516- Lff- 11-2t 2.75 PT l;76 PD2-2-- 64... X2-2= 4.75 FT TAL-14ft-12= 70 'PLI::' TRD-Left-1-2-- 25 PLF TRE -Richt -1,-2= 79. P6F TRD-Right-1-2-- 25 PLF A-4-2---- 0;0-- -FT C-12-7 10 FT rg= !60 Fir5l Fv-- 286 PSI E= f9mu- -PSI- `FUbypa T50 P` S-1 PSI - 2W ..PSI-.. Adluttrntwit-Ftctuia. Cd= 4.00. Design ReQuirements', Controffina-Moment M__ 2.75,Ff n a S-UJ666A 6f -gosh 1-icgi6i sogq Criticat moment created by combining all dead loads and live loads on span(s) 2 loriiiollftiri,Shear: f. .<, V= At rlQhl tUDDOrt 6Y 1915art 2 lCerftir SObi Crikat shear created by combining all dead loads mid We kxx6 oft span(s) 2 - Com pwi kqn,, With 0 . R.4e.qvir � __ Sec.fiQns, Section Modulus (Moment): ',qreq= Am-Ohear): Moment of lnerfia• flDeffectiony 8-- -Areqa A= Irew— M 6088- FT -i8- . -I 27.85 IN3 73.83 w 191-24. IN2 39.38 IN2 .53.991 tN+ -41&28, IN4 Cal .mr+9? Unif--I�iildinq-code (94 By: Larry J Wamer AIA, Ai`C > roup on: $7=2i -2603: i':�U2PWI Ppoject 60T.235 -. L ocatiow- C.-GT-07-R Elunirnar5r: ' t 2. ).1:5 IN x.5.5 IN x 9.0 FT / Stud - Douglas Fir-Larch - Dry Use SOctitm-Adequate 8v: 35.4%- a-L9O9hA#6nl;s tt;'1% nasi for Wood Construction ri Geabon Vertical Reactions: Liver Vert-EL--Fbcn= 4M- L-8- VOW-Qt.A*ri-- 27-So- i Totat Vert, TL-tbm 6813 w al-Loads: aaa's: 1PL= W3- LS Dead: loads:..... PD-- 2709 LB - .. Column Self Weight: Com= fT La' Total.Loads: PT= 6613 La ' .Eccentricity (X X A)dsx. ex= Ekf1E} IN Ecc dtNr (Y_ Y Axis)- IN Axial Duration Factor. Cd-Axial= ColttrrtA- Data: Len th;.. Li- 9A FT Maximum Unbreced Length (X-X A)isl: Lx= 9.0 FT Itiiriturrf ttntrracad Lgths(l�A�cis1 L-V=- 0:0- FT- Ttib= Kam .0 Calculated Properties: Column aecfton 1Oil1U Axis a, a di 5:513- 3_Eitt. IN' IN' : Area: A= 1650 IN2 SNtion N!od flus IX X Axic}: Sx= I I?? Section Modulus iY-Y Axis): S1i= 4Aa INS Slenderness Ratio: Lexkb—, 1.9.64 Le ylcly= ti.:t2. - Properties. For.. Stud-'Douglas Fir-Laech Gorripressive Stfess: F40= - -.M PSI- : :Modulus of Etas it l=z;-: 1460f13i3- PSI Bending Stress (X-X Axis): Fbx= 675 PSC Sendinq-Stress (Y-Y Axis}: Fby— 6575- PSI- RBJti�ftdi9PPd�iti�5: Fc': Fc'= 644 PSI iu� ent`Factors Gd=f`00'=A:78" bolumn algin l lonstrolllna 8as�e 64CA Control t Load ease: Axial Total Load Oni3r + D), Compressive,Stresstf= 4.1.E Pcl> Allowable Compressive b&ress: Pc= 6�1 P91 Gelstmt-97.tinWbrm-EtuHdin+(`-ndAe A -t -NM 104 -Mer -&.07 -.. Sv: 'Lsrry' J Wamer AIA , AEC Group oii: 07 —2003" V Zt"O1 NiJt Projec LA.Ta35•-.Location: C-GT-G7-L -aniEirJiPL9,; .. . (.2 ).1.5 IN x 5:5 IN -x 9.0 FT 7 Stud -Douglas Fir -Larch -Dry Use :Secttors-AdeQuste 9�t. • : - � losmi'iistivtis ty b®-rlsite� tvg'oLtibt per i�€tiilr7ii'v��fi•$pe��tc=at[�Dt� toy 6`t�t�d. C-oristrttc#ivn S�;is�ti '3.h:.33:•�, Ver ticil. Reactioris: Live VertLL--R)m= 4634 LB Died: itWttr4'►L tip§ 313d L -F3 .. :TotaL'... Vett T4 -F M= 7764 L6 . A5cia1to�3s_ . ;e.as:.. PL= . L8 Dead: Loads: PD= 3d89 La umn, golfwaig-fit .. T3ta1.Lo8' PT= iii. Lf '. . Eecentiriett�r (X X tads}: a '0G.'.' iN_ t (Y -Y Amt; 'Factor- O.Qd .....I�, Axial.. Duration Cd -Aida)= i `I1b Golu(rt Data. - Length: gig. FT Maidrnuin_Unbraced Length (X-XA)ds): Lx= 9.Q,.. FT lbtaid�tiimtt�narti ced Le,hith jY-Y h isj: v O d TT 0-610iM;Ee)tt-t`WOW" Calculated.Properties:: Column Sfio`a {X X AxaS�' dx+ S:SQ iN r✓ofumnecion (Yf'Aiasj:ir�. : 6th :: . HV . : . Area.. A--. 16.54.` !N2 Prtinn 14�ndulus (X -X Axis)_ INS 5ectioti Mbdiildi .'(Y -1i Anis}'. Sti=.. . Stendemess Ratio: Lextri 19.64 . . Leyidy= Q.:Q.- Prdperties For Stud- Douglas Fir -Larch Gotmessive-Stress: Fo= 82& PSI-: Mudulhn of luxtti vt E= 14000W.- PSI Beridiri4.Stress (X -X Axis): Fbx= 675:. PSI Sendina Stress (Y --Y Axis): Fby fi75 : PSl Fc,.... fc'= 641' PSI A�tlstiYi�t' fCd=i : dd `Cp=0:78- _Colurrin t aicu)atiions lbo' htroiiffiq tease r)nw CorttroRint} Load Case: Axial, Totat Load Onty (L D) i�apressive S`fress km 4i l Pmt. AJ16T able Compressive Stress: Fc'-- 541 PSI eoluritnf'37 Wniftr Buiidiric Cs�+e;g? �.�JSa l� F n By: harry J Warner AIA, AEC Group on: (:2'1:23 PM Proieet: L-OT235.--L-ecatiort_, GMDR 2 sum am" 1;5 IN:x-3.5 IN x7- FT / Stud =Douglas Fir--Larch =Dry Use ars A5: daguate 1Vftlil fL�#iiffi Lige Vert-LL-Rxn= 1412 LB Dead' �fert��crsa 35ti 18-. .: Axial Loads; :.::. Live ! oa "s:. PL' = 14"12 LB" bad Loa £:oluirir: SeI� W�igAt : CSW=.. 1t}.. ; LB 1.1 ala Ls: Eccentricity ( -�C Azisj: PT= ex=. 2 7 .: b.:IDb `.' lL_ .1W E-cx<ec rid t:Y�Y_ Aicrsi , eY= . O QO AN . Axiaf' OueaYioif, Fsc.@or ..... 6d Awl- t M. Column:Data:: '. I Muffi-mb d I_�i� 'f;� -X At lbs - Lx :�,i# FT. Maximum Unhraced Length (Y-Y Axis LY- 0.0 FT '. tdibitif Et'fd'COWdit OW_- Ke= 1:0f i;aiWated: OmPerties: Co r (X-X Axid; 'dx= .3.50:.. IN . „Section riil��rrineciion.(Y=Y Axid:. di%=. �} 1N A= .15..t�2 Section..Moifuius far X Axis.} : S� 3,.06 :. W3.. . MdJI�& .IY,Y Axis .. :Sy= . 1:31.. .:,.. Slenderness Rat 10: Lexldx= 24.0:0 Ley/dy= 0,0 .... fliujofffiezi.FQ1 ,SW- Bowles 'Fir-LaH-uh Compressive.Stress: Fc- 825: PSI :Modulus of Elasticity: E= 1440000.' PSI- BehWHO Strd+ t (X-X AM):- M PSI -.:..::. Bendiii4 Stress..(Y-Y Axi# Fby=. :575. PSI Adlned Ptnpertie' ; ; . AdW.. tm.en€ Faetc>rs .Gd='I.00 c�:l Cp=O r>3 • �rfznnlinling_(`.asel7rtl�): .- ontfoliing Load-C_se: Akiel TiSiei L8a 1 OAiji (L + Dj compressive Stress fe= 450 PSl ,All ;ale Ch,.prive stress: Fc - .545 PSI BY; LaryWarner AIA , AEC Group on: 07-21-2003: 1:21:03 PM ?Nie-cf LOT -235. L"66WOr : C444-3 . 1 5 IN.x.3.5.tN x 7 PT l Stud d Douglas Fir -Larch - Dry Use '. liar Adequate Bir. 27:SW Vertical Reactions Tett-!_L-R2 n= 1205 LB D?ad:.. .LOsds: Axiat6 Loads. Dead..(oads:_�a: L>: 'sstasnsi-SeltlAFeight: CSW- PT__ 10. •: L8 . Lg ... - 1 titt>7G:Ltiacls:.. Ec�entricity (X -X A)is): ex= ' . x.00 `. , IN'. Column -.. �t :I��timum:llnbtaced. LeniA f�-R-AAY - LA-!_. - �.0:: PT : . . ANsieintirrra7nb�aee{f. eri�tn (Y -Y Axis?: Lac= .::.: o:o. F r:.....:. •: Colum, -End Condition: Caiculated:1?roperties: Cdtumn:Section tX X Axis): dxs... Vts#urnei :. on XY-'l Axis] dy= A' ::f. 9% :IN ..Area:...: Section f1@odulus (X-X-A)is}: Sx= 3,E}C::` Slo[[idsrti z RatiQ:. Lex/d.:: • ....A.bi1.: .. . C 0:.0:'.. ...' . �ioPet'�tes dor: StitB� Olfi(�[i�� Flt Liittffl ..., • Compl essive Stress:. od-.lus of E[ai[crTy'w .. , : E=: ::.:13 : _ PSI=. •: . _. Se idti sr;Stress::41r'=Y Axis}: Fhy.- .-.675.-' PSt P. Adiustmerit Factors: Cd --1.00 Cf --1.05 Ep=0-63 Go#;:tsii.Ga# t#attons.{ etttret#ic Cosc-Oali3; a, ::..• :Gontrollinq Load Case: Axial Total Load Only (L + D) Co. mpressiue-Stress. fc= 395 PSt �. • . ,wliivble .CEttpre�aat�8 Sirens: Fe :. 54b• Pall "0?--unpt;s:-Ru��Yer.5=117` Bv: Lairy J Wemer.AlA , APC Group on:.0 21- &b : i:20A PM . .Project IE), -235:» L-eeatiori C-HDR44-L- Siiii•ttfii�lP.:, : , :..... :. .."AS IM x.3:5 IN z: Z.FT !-. Stud : Douglas Fir-Larch - Dry Use Sectiori`_Adetluatse r:.J:09� - _ Vert - n 1680. LB ;Dead:... 921• � LB�:: Le_�e;1=- Axiat:Loads;::;.. ,.:.....: .... LiVe,Louts... _ , .. 6eadl:oads: ' `..:..::. L13. eolumm;Self:Weight: Su�u C. LB. ,T L s-- PT : 2D... Eecentri..' ,:(X-XA)bs):.:k=..: E_cserificity •GY .YAxls}- :i°<>Xist•.t�ur�3tOfZ::S�Cvr .Cl# R#ial=: Lenoth:.' :'. L$ ET #SfifiUf:U�ecl LeiiStit{'{max Anis):. Length FT:(Y-YAxes)mutUnbr. ' <: ;t :; ::::&M4aliiopmn: End'Coiid►119ri:. Ke= Cotufrtlri Seetiosr:(X-x Axis}: d Column., ech_06 (Y-Y Axisj: '...; Area.' Section Mocfutus fX x Aids): Sx= .:: :.: . 3:Q6:'... IM ..:. . .Slendemess Ratio: Lekldii= 24:0 . . Le~. O.t).. 13F atti Fot . Study OuuOlas R►-Latdh Dompressnre:Stress Fc= ::::Modulus of lastieihr E= '.: .:1400(00: -. P-% )�FiT`'e (r A. AM)::.. Sri'.... RSi:. :. :.Bendinsi;WOW Y-Y:Axis} Fby= ':.. .. ::: 675:: . PSI Rdlustesl 4?roperties` " Ad(tesMight t actois:Gc3= l.0(l,Ct=1.05 Cp=1.63 [` n.Calculstlons (Gontrdifinq Case Only: :oriirollii Load Case° Axial Toial tiiaa Oiiiy (L + D) Compressive Stress: fc=... 49S..,_ `PSI AIl®wvable Campmnlva.Q. esz; t=c!`= -. 515.; '. _P& . QbWrnnF9 �n;�rrrt �a WO - ik t3,,rV!vt,�.j"\.i�' s.07 By- Larry 3 M(arner AIA, AEC Group on: 07-21-2003: 1:20:24 PM T23,$ Location: C4gDlZ-44Z 'i'.. i_5 IN,.x.5,5 IN x 7 FT t Stud - Douglas Fir -Larch - Dry Use Suction Adouaie By_ 35_'f w Vert$al %sadions: Lige ' VeFt-LL.-Rxn= 2363 LB Diad: Wd-M-13.icn= 35 9' S T6W. Vett-TL- t1= 38 8 Axial Loads: P! = Q236, ..w=vs'LgadP,: eed Loads: P[7=... i CotuMn. Self Weight CSW= :.'IS. LB • . Tatet`LTss a:.. PTS ' 388$:x. EB . IN. Eccentricity (X=X'Axis): ex= 0.00 Eccei►t icity (Y Y Axis)_ ey` 0:00- -Aw - .€iBl:�ureitt�tt t 'aim: �'d�dea'� • 1:�flQ Cd1UmR.Data:..'• Len-n�tthh L= 7.0 Fr tVl�imf art Ummud Lmah (3(-x "o bo TO FT Maximum Unterraced Length (Y -Y A)is} LV= U.0 FT �61umn'End'66ndiiion: 'Ke= Caliriilaia8 Prbpis�i�"s'. ..:= Column Section (X -i A)is): dx= 5.00.:5 ,IN AX ,"'Cq s�tt?0 .8 n (Y- )ds); dv-..' 1,5 IN Area:: A= 8:25.:. IN2 SeEtion-Modutus(X-X.-Axss)= Sac= 7.56-'..' 1N3- Sedfioni odulus.(Y- Y Ascis): 3 2:06 1 ®3 .Stenddmess Ratio: LeWdx= 15.27 Ley/dy= 04 *. Pt�4�2i»s' t?i>i- .$tud=. Giiidf5s Fir-Ldi�shf • DQmpressive, Stress_ Fc= 825 PSI Idtodtttri�lsttcfty' E= f4ti0ti0p P$j' Ben, Stress. (Y-YA)ts): Fby= 675 PSI Adiusfed` Properties - Fc" .. Fe=. 727:. PCI Adiustment Factors: Cd --i.00 Cp=:&88 i�ri. C,ont�ollinq Load Case: Axial Tota . l Load Only (L + D) come ess ve, stress.. fc= 471- PSI. l lice" le Gompres3ire 3tre-ss: FtY= 727 PSi 'vGli�m3•#�`�{•tft32�U3tf��'Lys{I�iiFLt�itSti�'i�+�:�''�F3.S�:�'4�EiT l�`��" By:..Larry J Wamer A(A.. AEC Group on: 07 21-2003: 1:19:43 PM Proffert:LOT2�,5:=Locdf��►i:-GGDi=i=1" Rst i:5.51N x 7 FT ! Stud.- Douglas Fir -Larch - Dry Lisa .:I4:5: inr Ade�uotg' y:.4707 � Vertical; Reactions: . U 1lett�LL-Rxn_ 2281 U3 : Dead:.': - ead: : _Total: lett-`T[.=Rzn= 354 tis' .AN iattoads:Uve :: RRd +yS t Q Loads: Dead Lads: P D= 1250. L9... Colter+ Seli:!ll�eigt�t. fSVtf= :...TaiW A--b4ds;. PT= .. 3va.Z.: Lia' Eooantrioit�t (X X AAM'. ex= 0:00 '. JN " .ems . Cd-AYM= C.owr►m Dada `. MUinn. braced length (=X Axisi Lx ' = . 7, -&.--ET.. . FT . . U *raced Length (Y -Y Axis): L1r- 0.0 . FT. Gsalttiz:: ltd Coracl;�icn Calculated :Peoperties: Column. Section. (X - X Axist: d)(= 5.50 IN_: irt�n-Ss.:tlon (Y -Y Aa)t d�'= l.66 : IN�,v ..- Area:: A= 8:25.. '..IN2 - ection;Medulvs-tX-X Axis}: Sx= ... 7-66....'..- IN3: Se �#titiufU*'$Y-Y ): Sy.= :2 0' . 1. ......: letLdss. Lexldic=.:' Lady= F PA'9'i-!StUd. bSUO"193 t=ir-Letdti Compressi�ie Suess Fc= ..826:, PSI 1�lpdulus',afE1a� ►c -: ` E= 140tt080_- PSI, Bndirtb s 1 X Ash: max- Vii$ . Phi Benriit :Stress- (Y -Y A)is}: Fby= 675 PSV Adj� sted PrFtRp a' .c: AOntment�actors: Cd=t.tTO Cp=aft s�;�s Gskulafims:(Gw&CJlhwCase allyls Contfollinq, Load Case: Axial Total Load Only (L + D) G©nipressive Suess: fes= .:,'' " 430.: .: PSI; . . :,2diii ble�Cvrttprtsift 8trets: F ."72:7 M. f`�I�enr,�-oZ(jnifCaT�ra=Ril(iintsC.nd f91_ND% 1ieC 504 Bv:.La-,7j Warner AIA., AEC roup ori'. Ut-21=Zt3U3' "t:13:rt"t� Phi Pro ied#.'IOTW 1 Loeation: C4W4 7:-TLStud DouglasFi.. Larch - Dry .Use - S ocs Ad�gtsate-By 23 .. .. :.Ltu...eLB -Vert-LL-Fbcn= 1336 LB ..::.:.:. ...........: . Ven Axdal: Loads::; ivs: Ls�ad:. PLS Dead-to"ad9 eetwt�ri Se{f•:1Aleight : Es c=: : A0.:: L� ..::.. T-iitial-tInadc:: PT= ex= 2014- : LB �ccenncity X Axis):. = .E-ccentdcitV_.(Y•:Y &ds) stlitfutt Qni ra herigih (A: X this}: L- : • :.' 7,,Q,:::: FT' Maxuriuin;tlitocai ength,(Y-Y Axis): Cisitifrtn fnd Cortditran:Kei= talbulated-fropO si Co{umri.Sectiort.(X:X Axis) :. dx= ..; :.:. .3:50;. _:. IN :.... . Eotumn Siioii (Y=Y A} dr' .. 1 50 Section :Modufus fX X Axis}: = ':. a, i ' Lex- : ' andemess Ratio - . .:: :..;Le~ Stud>:Douglae rir4zarnh • :Gompressive:Stress::. :.:.•.. :.. " Fc- .. - . : :. 6.25 ::: :' . :. �. ... .: :..:::::. ::.::::Maduius�ofEaasttettV:•:; .; .,.... :.. ....° _�:.RSt. E - � . .: -140000Q_'.-'-:-' �' :.:..... • .. ...:: -;�a3ari�%ttt�s>�C}.. .. :.RdlRQ-gess (Y-Y�Axis): Fb)r= : : .. 675 PS! A �a . - . °.Progenias:.:. d! steel Adjustment Factors: Cd=.1.00 Cf=1.05. GR --Q63 Coliiinn,Ca(c�latio - fC_ o71 nQGa -ORI-}; Mgr 5 CnnVoiiin0: Load.eS1e A>tlatntgioed only tL ,. : `-:;: E:aripressive.Stress.: fe= ,:.; : 384 .::: PSI .AlldWable Cornprp.Etve Sues: R.C..'= m `tie r —up um,. .... : Larry.J Warner A B A?:� AEC G oup. on: 07 21-20U3 :.1:31:59 PM , Proles.: LOT23&' Location: FTC ttDR 1 �'::,Fontinti:,ize:.1.Q f=Dating #Yas tsi ieslc, withoQrteintariment" . Load Pt__ :.... 1336.. LB .;:;:Lice .. Dead Load Ptd=. 67&` : . .LB Loadt=.. X14 :".: -L::. kJitri ate Factored: hoed:: -. 1?u-:::: lrovva q: bie;oileariri iressure: 4s.. : ism...:::::� ....: . ncret eo e:eo •mpressice�Strerigtti;25@U'� _ -:: Width; - _ Le4tlr Eff6ctt.y Concrete Depth: d= .::`:. ': 8`.,UQ' `:`IN eoiumn� and• Basepta�te-3i2s: '. :� • ' .. Wu th:: �oiursinDenth:. n=: Pf 't343:: ` FSF. -, • � ���' A!{IJtY�blp fid! .ariR�, i�r�S+�r�:.�.d�rt !n�'rt2{��'}: • Gid= • .. ' 'l �?� AGF." . _ wreth FFegdl- Do 1d6. ::. reaa . rovided : ` : .. ..:..A=- ; :•..: . 1:5 :.: sF wplat . Beating=Required:.. Beaririq= .3220 LB: A!loiniatile Bearir�t�: Bear4n -83566 EB OW" Shoot Ui`ctiINdhs. (0"6 ``filay SKtiar}; vut=.::::.: .: Attowabte�8'eam Shear - _ .,^ �fPtLPiiit$ 5fi r C Icufafioirs ('i'wa vrvayy sfiii ar}:.. . C�ircai errmeter::. too-- 24:0t}°::. aN.: .: bi vc2= °:::.'i.6598 fig" : ° . :• Befidiflg:Eaieuiatrons f�oriq t3ireetiort}: ....' . .. Nominal.l 794M: omen trenatt►: Mn -long= .. 2Q800 , '.IN -LB Beriding<.Catcritations:E�hort:©iredcon,}:, !sttimd. PAorrtent: tt1-stir. `83:".. iil ..; . Nominal Moment Strength: Mn -short= 31200: ; :` II�l-tE- . F� -� WI-1.:i#� n�hMdi� sf� J A AEC. Group on: .. By: Larry amer W 07-21-2003 -:.1:31- 11• PM:.-*. Proms :LOfi235 --L-ocation: FTG-C-aG H :i :':F4RtinSi:Srt :167 FT.x 1.:67F -.X 10.00 IN "".Fbtiting`iYas'tre�n desfn�d'vvittiotrt`reirifdrernnY' PL= Load:..... UititnateFactored Load:. Pu=: :. 5654 ::: LB.: .Footing froperfes: .".: : . A116 616 i!BenpPressure` .PSF -.-; ri�ete:EomressiveStreng 'o5 F .. ;2500:p . ..h , . ti:.:. _ 1.6 1:67: .. FT::: ::.. . 1�. ®d= :Effective;Concrete..Depth:::.: ,Goiumn MCtdtl � m� .. 5.50- AN:—. ": ;Collip FJix�Sffi:' ..:.:• - n- .: _ �Banng::Cafcufal ions: ': ": _Ultiriate Bearing Rresse - - 1.:=it moir 2. Frovided:_-.: :. .A=:, ....:.:...�� :::.....SF.: :...... Beannq Required Bearing= :5650: " - LB. 8eannS1Niov� , " :i3eit�:®zrt� Gaie�mevns:tvne 5v`ay �ii'e�t3: :. v .$hear.:;..', u1 _: Aiiovvable�Bearn'•.Shear. z 1.B': • PUff�Kifi ': Ct SF. C ft:ttIWdhg (Tile$may sheer)' .. :Criticat Per4ater Bo= 54.00.: ... IN .. CaricNn SPiear VJa iL:: uil ll�ng" Shalt . :.:... i3:. ". '. CeteOietor►s::�:;:: - . vc2= ., .. : • :37 6 Ll3 .....: .• � . Fecore:Nlom®nt::; ti�itu.-.: '1.41.69: 4h: -L.: WMJ6at,IVloinent,.Strengih: Mn= 34:236; '....114 .. :. . . -. F"mTz-'. 1Ni Bv; LaRy J Wiemer AIA ;AEC Group on: 07-21-2003:1:30: .Pro166t ;LOT235-.-. Loc abon: FTG.-C--HDR-4-R, Faotiitq'Sim".1_67 FT. 1:67 FT x 10,00 !N ,wFOdtm` ThWbe7f'de9igrfedv thoat Teis fbrcement „..... ,... .: PL= • �`` .. 2a6g -...' MOL .';.�g:.:.':. LB - • .::;: ,..`�.��?d-Load'.":-.' iital Lead PTS :M :. ..::''....g;'.UfEitttate;Faetcsred;Laad: P &1a4. LB ' . P i=eptm r4esfce.. M Allowable SoiF Beannb P[es'su"re:�; eiincrete:eompresswe Strength: F .250(3 . :,....:._ :Width:.... .. V1l=: . . . FT " ..: :. Length; t.67..: FT • i0:A9': llli..� <Etf tike 06rtcretQ Depth: d- :. 8:00-: `. I Go#ttmn':atid`. aseplatesize: . .� ., �.::�:`.:-. �.::ealuPrin:.TV`': �� • :: •:: -... Coliimci;Widttt .�/Ytiad.l:..'' m= .. 5:50:. IN r':.: ;• -:: �: � . n= ..... ' . 5;50 :: fid. : . ,�iurrtsi,Debtii:: UithyWe.BearinEt Pressure: G1u=' ..-1394--.. PSF. ; .'.... -gff 1 veil B"rlrt_g_Pressa�rQ:(yvo iitrr�sase) Lis= Required footing Area: .Area-Provided:- A� 2.5:. SF Bearing:-Required:...:.. f3earinq= : ... 8�3d... LB •.: B.gaffi>�1iea��Gaic%it��iaits (�ie.:�dy Siientj: • 620'" LB.:' . .6947.. LB- iRHU .�Gyt;: Ctitieal,Perimeter P�neh�ns Sbe�ir:• VU2= 338't LS Aiiowabla Punchingttear vc2= 17348 :. LB Bending."Caieu atior►s: - Fc�:l�orrzeran � i+11u= 15x18• : . , Nomipal:.Moment Strength: Mn= ' ' . XM:: . ._ftts ysTMIND, d-ViR75- .C=t'- " By Larry J blamer AIA AEC Group on. 0741-1003:129:43 •PM .:. .: . `Project EOT�35 -Location; t7f� E-HDR4-L Faatin5j-.Size:.4_0 FT x'1,S FT x,1'0_001M :..... .. Fo�fg'iw.fse�ii'"N3it1:4S`-r�1F�6'�i'fl�Ir�Sit�fYf'�fi" . AOting LDaf#5 -Load PL= 1661} LB .:. ....... `.".kliEtertate; Fa�sfed: LaBd::._ : .. '.. ' :.... Pq ..:. .:. - :::41a� :.. L&;...: ' ... • ..: . Allowab)e �oil.Beannq Pressure;itoo_ concrete foinpcess�ve.Strength; - :. :....:.: "..Width::: '':........ � , :. W=`::' •"� : -.:1.0 .:::: FT : .: • FT .. Effe6tt e-:Concrete. Depth:. E01UrfT11'? �_ UMT . ';CQlume.Witlth:: ' oiumn eptli" "m—' . 5�sti -5 %A%_ • tate...B inn Pressure::' .135 f egyireii. �aobng:Area: ' ' " ..... ;.Beannq.,Required-. .. 8earinq= - Ailoyiiable Bearing° Bearing�ilow- : fleam shear Yu1=. 613; ' La X411 90 8e in Stfeair' vc�i 4 T6t3: B" i3iinc�iirrg 3trafculefmns (T`Hio way stipa[rj` ..Critica!_:Pt�r P_,unchT Shear , : >` . oWSf3tL PliliclSiflQ :Sfi�!'". Al1l few Direction >:Nominal.Ntoment b�`trength: drag= . Mn�tons= : ..' .1.371:1 .. 20800 144.B' ..:. . IN-LB". Sendir. 'di � iationi f5hoft Qlrection:): Fac4or..ea3..F�1drrFsn4 -...,_ ..... mutt : ' X167:. IN-LO.: =' Nominal Moment Strength: 3952Q: IN-LI3::. ' ..:.... ' .. .,. �taii� .. •' � :� .� ._. � U_. .�•,. z+:ro i�i.i'i='ilsnii�rr��t• _ th�.S'►i�g's i�.txsiatt# �tva'3" 3Yr i'�7�� ;�j'a moo.:-�:!u .. .. !� . ..' .. •. .1WoM AIA- AEC .Qn 07-�1-2�U3:. 1.:'28:5�.PM` ... aG-Cu• }R - :.. rode'LOT235'= LQcaiio"t4`;.. H :...: r. �ootln4:.W A. FT:xl,6TFT-X %W tN.:... . ' �'Fc�oting:las bseri desi�n��yiit?igN� rsini4r�ment F66tiria:f ORo9 ::.:: = P.ad _4 .crud?- • . ' ' '..... :... n pD = " = 8 .. -..; f_�8-:....... . > '... •:.:� T :..'.' tored.. Coad • :..':.. '. Uttimate Fac: Pu=.:....' ..: ' 32Ff':; CB: ; '::: F.,ot:ng Pct.,. 1: Allowable Sot1 BeannSa P..ressuri:: Qs= ' ` 1.500':":': PSF bfieStNihi ..•.. .. ;::.::•- .. Width' .:::.. _ W-.... .1.U` FT :+` . ... • E3.i4tStts:;::' :. • : ... - De�iti=:: 9 c� ;®0 ilii= ; .::...., .. .:. Effednce..Gnncrete Depth: Co3umn andBi�s�piatie"�; � :: ..:......: C (dliogdCON' Width: m- . : S:SU .:lN'.:.:: ... • . 5 .�1 • h. Seannga✓aiculations;.-' :.� . " . _ , 4242;%::'',fn?8F:. : .::.tlttima#e:Bearinq,E?ressure:.: •11:141n,1F 4.i'i�.�i W[��..: -;-L3::•?:: i'._.r,. :. _ a wired; Footirig:Area:: '..": Area=; :: :.: `..':1.:51 .SF::::::; .:. r" Area• Provided A : :.'t385Z16 iiG'_ tE:.BtrBiii ::Btielfoarrwinaegyired„ n- ` '... til.Re a i Bearinouv� . •' :'` 835fiSti B`:q- ':.:. . .. Sheat.: Vu1 : ':':: 330" ,::. abte Bear'ri.Sliiear ARO -W-50 _ vcj- jFjtj ° :tai' " " Punc�in j;ti iear- daicut"orifltwo way shear: : EFFt1Eai R@Fltiie@F .. BO- Z$iOEi ►Pt p .•: Ber►d�ng.:fateiita.,sitions.fit,�o..n}c}:DireC#ion�:.: . QaRrp_I'�.61Fie .' .: l li+it�' VG l:`�. 11ViO:• .: .. ominal'MomentStrerigth: 20800' : 'IN=L6 BendingGaloWations-4Short Direction)_ ...tiu-trort ; TdCaiYitiEii T ,. , . 43ft3.. Ngminal:Moment Strength;:'ti+!-LB.. .lt"LB . : ' ::...:... ... .:: J.. AIA Bv..LarrY: Werner G 3 � 1:28:33 PM AEC roup:'on: 07-21-200 . ProleCt bT-235 = Location: FT-G=-£-+iDR�2 EQatitLaiza:1:Q: FT.x 1:75 FT x'.1Q.QQ: IN „ :Poattrigbin?.dssigried:yaithnareintnrcemEnt PL=- .1412:: LB -: PD� " SM L8` ,.... . :.,. .. 111friate:Factored Load::. Pu= 37311.. 'LB �w COUting: pe, . es' r ::; AIIoVJ 61e3 Soil, Bcarifffl PfMsU'rg` QP 1500':• . PSF :.Eon:E.ompr�sive Strength: ; F'c=: dt _ FT .D�pt�'i:•:�_,;` - - . D�µ''til.�;':. 5:0:04:;.: i►�-::::::-.• ;.::: `:Effectiva`Cancrete:Depth. oIUtrn and Baseptat Size -Gold Galumn jl1(idth m= S aQ...: IN . ....:. baaring Caciiiations' .:.. . - •.F # eABj Bea ng.pm. s� Q �3 '.:...: Required::t=oatingArea: Area= -ePFo Area; :.. vded _ q_'. pp,,,, ,.,.�.,�.1�}a �•ff.. aunq. equired:l; . Beanncl rARoVrable Bsarin4 : Bee !_$ Allow. alile-6eam Shear ` vc1=. .. 4150: ". B Pi�nohtihd;tineF.Bt ii:iii tii3ns.tTWo.{i Critical;Peiiineter.. Bo= 24.00 :.: IN: .'PunM Shear' b .... r Aliowa _ Ie. fi�un-chinp..hea . vir2=. 155',98 LB' ' Bending .CalcWaoFis:f.teingDireetiorlj: . ...=:Factnre�tlr!lAnpn,* -' <:c<Nominal Morrent,5trength :. .; ' E`�anq==: - n9..-, �.: .370': `..:20800 ;.�::.IN-CB::': .1-1;d 8endmg,eatcilfaUocts,fShorf:Dimpon� . of"id:?Acrn4iet; .: �r9ii�hEh :: 5 $: :`.444$::- inal: Moment Strength: Mn-shont=' 36400 hrf'tirn.;:.r,. da -W- NWOMI-Vai� 5-07.'. :; `' Warn AIA ;AEC Group on: �7-2.1-2003: '1:26:35 PM. $Y 1-arrY J er. PwoieckLQT233:- Loc�t�on:. �T�GG`T-G7-L : ' . 6, r. 2;35.FT x 2.26 FT x.1a0a IN `. :: - .. noting Fia§°,been dei:and'.�7L�ihGut'�€tYifii�i'F.�6i'fC" ..,'; . Lina _ PL , :: Deo toad: .:.. - 3? Al:::: :tib::'.°. . .':.:.'T !Jt#mafe;Factored Load::.. .. Pu=c>' 1226(1 LB •':...:. ... -.. . . 111av±iable:8o11.6earinq pressure: , .. Z�s= :::.: '1500... : PSF.. -::::::fosicrete.Eojrvw ive Mrength:.. :.'-2500:..:.: PSF vL_, : `. :.:: 2:2:: ffe�ttve:02CUM e: Depth_...:.. .`. . Colum.Width::. - m 5:50:: FN': gFumn; Deoti: n= 6: 50" ` .IN' :.. . .......umnate Pressure: 4U= F534 R.St� n„g Pmnujve�fnr� ]r _e) Qo- required -footing Area: Area.=:.':... APrO�ided A Bearing=`:260:::: : MN Bearing: 9eat� ig;AlFom ,:` 98759 L8 3oam Bnlw cut a. fc3n8.i M. :aF ear}: - Bea►Ti::Shear::.:. ... Vu1 '•-" ANavpatile Beam Shear- .' vc1 f?iJti llit� :61td8f :G IC1yFd34F6fig ( i,w§f"- : : icai.Peiuineier...: " Bow V. ,: v�2= 873.0. Bending. Caietrfations: . ..Lt _:.. .. ::: Factdra Alt�;rtsrL. . : ;Nominal luiomenY. Siren .. : ...3a77•:.:lf'1-tg; ..: ::::... ,Mn= :- ; . __::4680:''; : IN=F:B:�:'...� - 'FtLi.'S2{y:!!.}. ``.!'7 13€tl11:73:t•K713Y.S}SStjy.4•i.'S'`L'jL+t-SY4:t=-• j-Y;'i'_ v:�Y, . By:. Larry J. Wartier AIA , AEC Group on:.07-21=2003: 1:25:45 PM Prdjei;4� LOT235=-1eeation�.FTG-GGT-G7-R 5iiinmai•Y=. ,, Footing Size; 2.25 FT x:2.25 FT x.10.00 AN .• ;. rioting~has bewi-clesig0ed without•-reintarcement, Live load::PL` 4063'.:: LB . PD Ultunate: Factored Load Pu=: 1(17x7 LB �i=coi�no F�oosrt►es .: 7 "Jio IabIwsd etwffi - Proftuta: me 15(m*. PSF .-cd6aete. Ceiripressive Strength: F`c= 2500...':. PSI: . :.:._ W :.. " :'' . °_:2:25 .:'FT'.... .. ..:' . .: , ':.:::.Eff�ectrye..Conciebe Depth:, d=.... •' :: 8:00:` ...I�.. . . _.:Co1um»Eand-Baseblaie•Stze:. '... csiutt' .:'G oturrin . Width:,.. �63�Q� n- 'Bea mg, .ai'catations' . tJlixrr�ats PSe`snr�u Mitzi 1.346.x.:, R Wire: ring:srPssure(Utncr�se�•; Required Footing Area: Areq=.. 3:J8'F Area: Provided: :..: 8eani Required: Bearing= Ai[owable Bearanc3 Bearing=Aliow= Be 8f iejaf Gi3fG't2ia#eoi t5 (CRC=v+Lay .3fiir j BeamShear.: Vu1= 27131:' .. LB ;:>-;':AlkwvabteBeatia>Shear. wc1 ,9880 �g=mar iaiio;ta waY smear): ::: �attcat Pe[imefer B07-. IN 'Punching Shear. :: t ltovi►atiie F?uriching h eac Yu2= vet=' .56:00 363 L`B LB Bending Calculations: acsioreii'Mnmenfi-_ Nmin 80,0... IN-LB 13 10 _0 Proj Np :: Bronner May 0 20M tN� aF L0AQ PflNEL PP!�!E!. :LINE :. SEG; . ":': LGTH PLF :: TYPE No.: ..: .... COAD . TYPE : ... !L' €j : 81. B 2 n%.. .. b: 86-9.91 B 2 :..29.5.'.: d :. . ... . . ...::....: nta� b 3 Na V t.' ti .. .. 13,4I 1.1Q � iWA WA d ..: 1 o'=o 134 B 2 210 NIA - ..e a n[a b c d, e f Yd n7a b d E f Q' a n/a b c .fit. e f ,SHEA4.R:' 1I ALL SUMMARY Froj,May 05 2003 SHEET OF .. .. .: ter. .. ... ..�:.�.....�.- L :. - • � •..,NOT€:• . •: , . :. . :. ... .. .. ;: :...: '":LINE;:;:;:•.:._,SEG":;. IGTM':?.; ....L -.. , ,, ....:?YP�: •l�lQ.'.:'.-; .... LQAQE: • .....:• `:-: 'chi:"�- '.':�::.; :'::: �.'. ' 3.'�,: ' �: �'_ 1�;�.. .. �...•. . . ::':782:. .. � .: #�-;..':.,.:: �: �. ,:; � ' '. .2..'....::..3..=6`.:.:.... ::146; :. �... A' 1`46, B 2 112.: .. 14$ : 8' 2" ;.,:;,::'.;,:::;:3;' ;': ; ;:.. ':3`-f?::; `;•:.:.: :.4.48: B 2 Mir. 2 . :.. 8©i A , .• WA .5 46 B 2 ' 173`: : •'• - ".: 5 .` :.:.. ' 4' fl:- 48' a2 '! 7,3 .'.:.: ;:,::.; r : rita :- :2'. 4 6 Ft 1• t►/a 2 3' 4 5. is } FL . rr R ...: � ..240 .... i.. PAdJ L LQAD LD �=':SIS E No. iPLF'. 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Al.f_ HCIi DOIPkINS lRE S�INpP'S0M SifROWQ TIE W'N1q FTOICkTING/SLAP HOLDOFMNS; SINGLSOR Q h pPJUR. : `... ` ; -:--.25W R.v�1'( ONCIRETE.. H.D.. HAD. A.13; STEM NAIL /:SCF UV LOAIq..:':' WVOOD :.:: WTE TYPE N� ME TYPE WALT C30L1".:RM) C . PAC . IFIigMfiEFt . ... A LSTHDO N/A 6t' 24-104 SINK4ERS 1.825 2-2�c :. B S'rH, no N/A 6;" 24=164:61NIKER13 2210 2-2eic C STHD1Q N/A IV 98.1046INKEW 2880 2 -tat p SIHD14 N/A 6" 38404: SINK�ERO 4295 2-2k 'E PAHD42 N/A 6;' 7.1815 SIIVI<CERS 9eq 2* F Hpe�MD2 NIA 6° �-16d $1WERS 13;15: 2X HPAMD22QF N/A 6 12, 48 SII�lI4ER;3 2030 Zx H PH0�2+SD04 SSTB20 6;' 1%SDS114x3 36;10 2-Zx UB" A30T PHMAMI SSTB214 '6" 13*SDS114x3 MTN. 2-2k 5/6 A307 K PHMS(S3 SSTB3s4 8u 18�6pS.114x3 5860 2 -tat 7 6't.A30 L PHDB>SM3 S�STB34 6" 2"PS,174x3 6 30.' 2 -IX 7A6'► A307 . M HD,8A SSTB34 8t 3-.7/�E" 74960... 4.* 7t5'i A30 fd K)1QA SST8 8" . �� 9}-'Z%& . 9 40:...: 4xr ...; 'r :.. 1 ,A2OT. ® H�)2QA 1 1/4"X01 8" 4-1 13.80:.: 6x::... ; 1.1/4'''A3p7 f' H (315 1 1/4"481 8" . 5-1 15 05.:::: 6 1 .1 /,4" .A 7 . .;...:.:TfAPTI.:SHEDULE ::.. ;:. OCT 232000 REV 1/28/0(Y' Nfi:.: tt►y /:1 ii:. NAILS i. sous OTY t3 P;AiCTfi. T.)ME NAILS f BOLTS' INKS 2 ST -62 LNd 1 "-SINKERE ;, 3:........: RI1ST27 16d -SINKERS 30'.' - :.2315::.::. 4 ..:.. MST37:16d-SINKERS 42.. :..:. 3204:'.;' ." 16d-SHVifMs _ 5fs 4870"."': . N1ST72 '18d -SINKERS.: ' ... LZ.... . air FEST..:. 3t4" B6tTg 10d X 1 1/2" 72": 4415 11 .:...�'.�.-n' FF..P. ^::T .Ad S- 1N� S.' 4w 1.�.4.� -: t2: li Zta 4':€ND ..' .` 8d SINKERS.. 182`. 5360 .. 0 0' S4. f3F THE RECORDED . sLUES IN THECIMP80ft QATA-LQ3 .'' QL E TvR.80HEDULL nla:. COLLECTOR eA-Paelr �-1 2x4 2231 - 05 r �Y05 .. 88011 GS . 2 x 12 6440 C (22j2k4 3126 C-7° (?}'2x}8 4900' 2)-2{ax 8 (JJ 61613 A (LS G O z ♦ ... 8310 11170 C-tt. 9 t/r G- JOtsfi 2.t50 - C -12 117/8" 1- JOIST 3480 CA3 U41- JOIST 6140 C-1'4 9-t/4"'M om C-15 It t/2" LVL 7845 -� 14"'LVL 865D C--17 1.4" 3�•1- ;GIST 6052 ESt0b1ANUM..I...L... :.VA LUE$FQpANCH.. .BOLTS :AND .SILL. NAILS NAIL SPACING CAP CAPPL F :W.. Aft 360-PLF. i6d:148484 PLF.:*: (2) R 0 W9 G" 0: C 480RLF- I d. 148 -14 'M ROM j.".-OX 2&4 QLF 62- 4"O.C.'; 2 568,'PLF .,20d'w162: ..(4 Rip Q.G, 'PLF 20d...1,62 i2) f#U .3*,)o t. ws" SCHOR SOLTS -X 72"4G a-Irr. t�PLF W. O.C.- 206: PLF 1!2" - A. 82 42"QCi - - 235, PLF WO-C.- 'A.B. In PIT. . . 24" O.C. 4.81i PLF iv, O.C. 646PL.F l?t A.B. SPW A.B. 4W O.C. 206 PLS MB. r A. 42"O:c. 336 -PLF 5WA.B. 36"O.C. 505 PLF aW O.C. 806 PLF 5/8"A.8- 24'0.C. 758-.PLF 5/8"A.B. 5/8"A.8, 18" O.C. 12"O.C. "AILS -M -SINKERS 0R'P-NAlLS-( IWS)- MAILS 20d &(ript-F-hP- t OR NAILS ' (.162) ANCHQR BOLT IW A.B. 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' . ` #Itm AEC; GttiUp Aid FphtsViervad t.a�erafr Lq�d >�npIyaia job::! r lwot•2 35 Vll ASIti. �:. 199` ell. . . nstitri Lits 1 LI" ine 8 l to 4 :: , 9*Mr* {Seg} a�g wear tv s h►w,posblp guadtantscp Rerne Segs, nct Vie¢. Mave:arrd ' kine 3 , :. ` : 1,m� 6 ': add 1; to denote mulq ke Flo! Ira quadrbnt; lir., b2 n [1, a btes ; Wa I' 18s Lq=' O(EA ®g MOO B CJI 1 n . WaI Ht EN - Elf. Varis� n <W = 1=1 4n a s ' S' e ' & Itrt . aaa 1l I es ` YU aNt rim . _ rn : Ht I Ht :>� tJl 1M; Hip MA H[; CJI L' Ht B; Flt we'll . Unas Rmi F I . Froirp i to Bank sum systl sum Syst : arm Sysaumr." syat 841n' Sys '. ":syuQt sit sym` ^. sp?sl IOU Le rae w�q W :! Nar�bfe L -it 8 E Wbtl ariables lei NI�nN Vs—dabs f! Varieble8 Wla Varitabt s $Rg .14�a i Va(tables Seg NVaI VaM Vaitla 5 N 18.8 S . ^ l Nt REA s a' LQ� Ht 0 fel S : am ° Ht 9, FA S On�l Ht: I� EA 9 �. lit. B Ell. � H� it B�F„11 H6 SEA 8.5t- 8 0� b 8 8 b 8 Al s f3.E fig S dl 10 813;. sun, 25 Syst SW sum � Sys# � Syst: 14M.-r-syst 8W ,eum —'` srtrri "'r: Sypt Mn —" Syait aum � gylst legd tram, O sdJ,rihp hied Irarls to s ilnp Oise f S,g; wall Variable Ibis Mt BlEvil s Sed Wall Yartadle�ariablQs..' rn Lg1 tit B S �m 4 Fit 9C�/I S WPI Varfabl@eWal.lVarblea Mt �:F,JI S ; L Ht EII Seg ..11Xap;V�4ak?1es u'' Mt B 1Najl l/artat�lss :388 L Ht SII Vaiiaplas . .6 qkn . E/l E$ I m : fib 9.f 11 3 ,. ,. m�. 3yst sum syst: s�►,.-,syr Oum,� :$yPr� eum�" s,� sir„ syet load trans ta,adj ting lae hngto adi.�nQ .. load tram tp.ad fine : lea t: a II I: S t/Len r lu Iirrri to 1 bf "H >2 fmt' a if ac. See C (i` 4 ibn fN II far pt�er a Ir ul @�mmmm rn to ar m to ca CV cl _ Jid��s� Bmf. .�a M a lot' V3 -1z tg S o �� �� o 0 0 CID z _�z >a In In to to i..l �a �RIE mu irs ry E A hco �- Q2M -�' � n HiQ?r,m 5> ml _ 15 w Ci 0 -' a > L In C4 M >»m M m» 4m E M N>>N yr N� N m>>fA N t: 1 tlS o R'1 ioo m o r- 1* 10 e31 &A f1► .�ll�ral� Load stulgd ig Moment Q Ov rbu61 Page'o /�l lefvrid 1995 AI. tiffsAr t Latrgl Loyd Anaiyejs `4i fats;; u, j f`(;2120A3 From AEC Gro�a�, Io6;' .. VAmor X235 Wa r Atli~ M lt9 7 Ca ` 1lruoti n Ole `n 8' to st aff Line A. Line 8 L>I�le fie Line ne ' : Lfli Lime H: tree Sols R'o= VtAnd °/b=' INlft if "YuP itMa it!N/' 67 "8`;85 0'fM :. n St k. Vne 1/adJ 1/� >I;urrlx s8I td ASU k WA 1e� .... , . . , area�y . : Sum ;. .. . . +V, max: Vi / V levo) t Well °rti� 5d ttAllQ RM ��T 'b : 0 1° S W . FtM QTM S � W/ft � RM. � TM fG RM OTM t °k$N4 SN 5 9 Imo LVlff S1JV M RWU OTT aA S ` " 1N.1� OTM 8 = WJft FW,'OTM . f1► rmV %Awl *loft / V levo) Frame V trxnttf/ Vakline B Vedj lino AorC VBdj 169,11Mls Vol tins Gore Vadj line DaF A4 Ilro EerO, :.Vsdj qne F&H . Vadj lilt® 0 V I&M 29d level V/ft 2nd level V 2nd lovel V 2nd Ilei V 2nd loyal V. 2nd level V rhd lawl V NO I*I V. Sum V um V Scum Bum.V Sum V:. um V sum v: ' :Sum V .9 2 , 9'0 30A 31.8 'I'o'SM! 15.1 2 .7 % NV •' 10,S '19.2 % 311db' ." % SN 'Yb S/aN:. ' R/o S.Mf : *5:,2632,' W/ft. O Se W/N RM OiTM vwit RW 4TM VO, RM' ON, W/ft RCI TM w/ft RM OTM S R. OTM >Wift Rill '264 11.34 4.Q3 1 '296 2,02 4;74 264 11.41 4.13 2 296'. 2,02 4.74 3' 264 0.7 2.93 3 296. 1,13 3.56 3 233 11.1 6.02 3 199 1.0&.1,75 4 296; 1,13 3.56 4 199. 1'.06 1,75 PLO 5€ 2641 1.04 2,57 4 159 1.08 1,18 2-201 ,(r n:ax; Ab"..5)I Vadj line B Vol lima AorC� V,adj line gad- Vadj 16' CorE . Vad) line Def. NO Ilfio.Egrf3 Vadj.gne iufll Vsdj Nns G 1.80 r- Vebpve F V�a¢pve3 t= V above° r:. V sboue rx V above rm V above ri . V eb&o r= : N 60ge 0Z lstlev V 1.84 0.28 lot Ipd V 2,07 0,:13 1W lav V- 0.03 'A9 lstlev V 0,56 1st feu'V 1st IM u tat fri Y 1st Is1i V 91 St1 V ":.84 s Sum V` 2,07 w Sum V, 6.03 w Sam V 068 .` . . $um V Sum V ;SUMV, Suffer V Bee 0% S 35,3 27: .8 31,8 !�O l%W 4-.1-4.T F4 W 102 'tf);2 "/o.Sl11U SNU'. W�11' p/o S(UV revel W/o ,Mutt RM OTM9 " Wf1t RM DTM S WJR RMi 0 tl11/ft RMI. pTl Itt . Wit OTM OT Wft ROTM g3 F3M ODM p"` 2-210! (r max b`j Vadj Nh1a B clad) lineotC Vadj linea. BorO► Vary ihts Gor9 Vacs Una baF'. Vada line Egrq ` .. Va4j the. I�ae t3' r- V above 1.84 r- V'at we. 2,07 r- V above t P3 r� V abou�n 0,56 r, V e � V.aboad r V above .. r V above. Bamt V Bstrt V' It�mt V3rnt `. Bsmi.V.: �smtV- Bsmt V s m V V' g m y:. S m V. Suri N .0 uri i 8 g y 0 Front to Back" to 1 in Ove miniv a. b 295 A NA M Onj (07%� Rwl$ am8. On 7:7-7`7: I d 112k and "ll Sfe9b Ift Pki-O r sm Oplift Too,$ —Q9:-,.Upllft,- TYPO 00. MPH W heaB Shea Wall-lypo walit WORIV09% :�Wi TY'i* wan -T ie �viol -T LOft resWWd by' OfthtFxt . W IWO, 42S.Eid, -IM . . . . . . . . 9-w- Uplift Typo ND, - 0 TW* -HD TY08 silo Imilt : :t , - 'A* * , 609 HO ;.;.Uolft f, YIN NA NA Obear(ph) shmi(plf) W(01� -134. tat a' l) gr yp Skrirresf�ted by Waliyps t at: w6m TU -:wall t -Ty". Wt. st ern4ous doim thro W"h 6 oh,;:� no, :bdb*--,1-t1e, t�. Semi, id 1b i--'H0joi� Point -Tvi)'i HD -.siii Pi ft.:: u IT 77RU' ., �: . 0,014. 6�0 a@ -Shu 4, '1 -Will. at". MET 3heat(pCip urrio heir 01-0-0-0—&Lw -near.vU i .77. Vd; him .777ba 77 777 .7 77 rs axors211 FJDaA ©3. �h1�un;AE�c�au AIS hts � � I.a�ra(I Laai �� iia::, lAte Laf-236 La VI►amer A,IA �S� : . : Q91103We7 Cbne�ructi taa n So e Lips 3 t rli - avertuming Mommt (OTIVI) . Resisting hly dent (RMj l taegment Length (f ag Ilgy 44. ok! d .. ntiltV I S19 d oval g ►Iltt T f3 If T e ilJ Ift T llff _ 1 " HD V S U� Type S U0110 :HX T tJ �R T 'Wa2� Linn Run From 4idb to Sidle 64earr,plf) YYall T &hear(p? Wall T $hay fl SltsaAl�;' Sttg4r(pS,h : Shgar(ptf) Shpar(ptf) o f� Groh to e Ba reef Front Wa6 T Back ` ' s Wa6 T 11 Wall T Rt 2 WI. U�III TA* ' 411 T �YaA.T H Ds Rf 2 WI. `K4 8e11R_ T e HD .., !J 11111 T &_ 4!tft_ Type. HD' TYL ° : HD $e U ' T H0 . I�IY� T� U lift Hp T FID' . Ty t M A Hill 1 $61 A His 2 772! A Hip 2: Ot A Hie 00i A His 3, 607 a His � 9 173 A Nle 4. 607 A His 4. I<73 �% NA:, 5 8w8M A Hip 5 ' 76 A NW . 6WA 10 Wall Type A >'TU $hWpM ri48 Shear(pif) 139 Wall T N STUStmWall T d, t3hoar{p>n 46 WaII3.1"A DW Sh �fJ. Wall T Poor(p11�. I�Qit T Slxiar(plf) . ►h'a :T a hearjpl� int T RMowplift from Front to Eai;k rer3lgtW by kron! Back xt. b1la e" : Uplr (ptQi 1 WI 1 10 � 1' YPO A . S d^Dovai uslisu contlnupus to Wailbelow k+ t Foun tlo`n. if rid Wall G® Slz .d for �'.�r P ihtt oa evel HD U tt $e$ U if1 T htD lq� 'Uplift f U lift T HO' Se U ifl: i ;. Hg $ Ilft T e W �1� Hp St ;U Iift T.pq Slwear(pH) $(f :. . Sher(�1t). Shaar(plt) Srfl SH(p1$ a 13ftear(plf) 1 Super Linear Foot (Sh*(pI1jJI ' 11 Y}lall T g, un: df heir Of.dw.l.rne.$ WPI T Vj 1 linear ept d W 11 T Wi►11 T $tvOw 1Vall:at.t tat Lino & 1 �8yrry 3gg JAla1j?j Iw T e Ini r ed Sall C e or S F d dr J I 1 d Wal�x; on:Pwai xs es vea- a- of • .v o"o o2.66.62o.. s sp s s _ 31 �'a L�5 -. CLe CL -93 -mom a c? . �pp, v v .r. ers ei. Ln. N fn 'rt' 4m ?-. - v N SD trs C-4 IInosE� �— m �Q us R V4 ff 97 JL Q ��afA �I US-.. % d c�i o m i— F tt U tU ce ca IA �$ co 1- RL Ja. re %--.I e-T4Esmqai �z U -7A - M AO cl Its = aaaaaaaaa 2=c� �► C-) It `� • Q � 1Li g 3'. o a�oW U --'a alL LU ca c2i :. 101, 'Q ^- pLUL Q u' to C4 c_ � }l .. mom" o a, � g xs es vea- a- of • .v o"o o2.66.62o.. s sp s s _ 31 �'a L�5 -. CLe CL -93 -mom a c? . �pp, v v .r. ers ei. Ln. N fn 'rt' 4m ?-. - v N SD trs C-4 IInosE� �— m �Q us R V4 ff 97 JL Q ��afA �I US-.. % d c�i o m i— F tt U tU ce ca IA �$ co 1- RL Ja. re %--.I e-T4Esmqai �z U -7A - M AO cl Its = aaaaaaaaa 2=c� �► C-) It CohltectoriTi>Ia & DIOphragrrl Loads, Lies 1,$ .' Pie �a A h l gCC k ®,sss. e Airehfor�nr� y AN Ri�hta F��aetved irIxhoaK! ARatyai4 JUL jULI!'�120b3 . Firrp s Al:w Crudp' '' J6• W e`dt road D� IDI . I "d CIT S Line 1Lina 2 lin e`& IL�ne '. hintLine`;. Lina 7, Ling: a by*'TM Sed CIT Lo94 (bads) - ffw.. load on the C:DIW x /.Tie 1hl• and $9g above,. C/i Type .5 mkf, an to Collactor�fle Sed beS f$et Sng iOW frpnf P Quad # irq lbal . C a Frot o of front most S t.. » t a ran ;. n the linea 'E G tl front front d � S' S back � a d Crr ! • bType Un . _: SC L ? �T e ybegoal • ra bade FI Dlaph F) D[aptt Fii Diaph FI Qlapk `I D)faptl .; • .. FI Diaph FI`plh wou if I Dia h return °bl•ck7' loadvalms are hi her, than ttte el n CAari to I ed or.faston nra 16 Limes _ _ Run From Front to Bade front . Shbar(pif� front. Shet�r(p tont �- front Sheer(plf) Shge n --t fr t hpra11pdt)i Shaar(�If� SAea>(p{t) tlmnt Shear{ Rf !ala h Rf W4,R1 DIa Rf a fAl i RI Ola Dla h; Rf.Di 1 ' CIT toad Gff S CTT S �rt'Load' CR Load S .If (Load CIT C .Edea' LoadSIT' S LKra.. C�.. . Fl bacR: &, baok T S+9�T rie Se basic T be back Tye . ick T 1acg . T k g C'TYNq w 45r A C11 C 1874, Q C1 d 133814 01 front .1731 NA front kilt trent 448 A_C1 font front front front Shetar(pit� 831 Shear(plj' ' Mpar(pli}' .. 45'' . fi r(p eair(pilTj ' 8hpar r>� thea plfj $heer(p. Rf Maph p R8 Rr Dlaphi Ri! git3ph IN Qiaph. Q 1�8 plaptt Rt p�eph Rf Dlaph. Rf Diaph, FI t7I h F8 FI D Load M t3R Cfr Oa , $ Fl<Dl h: 'T Load FI FET IDI . I "d CIT S FI Dla l ; Lood ITCIT s FI pl h ... � S RI DI h . . GR U-1.... Floor Soo hac*. !M bads by*'TM back T Mask TQ' liadt Type,' M back T Y 8 h' e lbal . front fnaM ant KI�4 :. ont front front front Shear{plt� Sbear(pi ear(p117 hear(. $hear Shear�pif) @q�ear(plfy . FI Dlaph F) D[aptt Fii Diaph FI Qlapk `I D)faptl .; • .. FI Diaph FI`plh FI DINgh... if I Dia h return °bl•ck7' loadvalms are hi her, than ttte el n CAari to I ed or.faston nra 16 add Shear:4!'all�,3aA _ _ Ao Op Gj� 'T V�- G� 04 1* 10 00 D C4 1W 40 11�4 cr 0OM L Ck .2 c u L6 8 6 G G 0 04- Sal 78 t v J r a• rrtr�nrt'';��� '# v s j dt� .�J 11 • • . R s„ :'[N N �h t0 a's1 R1C9 i 777 � y L � V ,v [v 9 97 bab tJ f)7, LY ti'A50i,'J LU i•. t tl Y•i'1 U[�i7-:i7C�C.•+O � f37 i' All cr v Os Or cr ti ITI n� Li y a tJA! } 1 ytf a+N 41� Cb'.�i a+t3 CfM.(k. •Ol O+C� �'•' ? jALy (% ih. v M ker, tv wd h1 r w ii a tt aV v , IS IiSi* tQ� rd � l v J r a• rrtr�nrt'';��� '# v s j dt� .�J 11 • • . R s„ :'[N N �h t0 a's1 R1C9 i 777 � y L � V ,v [v 9 97 bab tJ f)7, LY ti'A50i,'J LU i•. t tl Y•i'1 U[�i7-:i7C�C.•+O � f37 i' All cr v Os Or cr ti ITI n� Li y a tJA! } 1 ytf a+N 41� Cb'.�i a+t3 CfM.(k. •Ol O+C� �'•' ? jALy (% ih. v M M4 C M ker, tv wd h1 r w ii a tt Ln , IS IiSi* tQ� rd � l t M4 C M LIMITED STRU CTU RAL CALCULATIONS soPpmMcAZat. FOR CUSTOM HOME FOR LARRY $. JILL WARNER JOB SITE GARNEGIE MAGAUA, GA AECGKOUr RECEIVED JAN 2 3 2004 PLAN REVIEW APPROVAL MAR 0 8 2004 UNHART PETERSEN POWERS ASSOCIATES AKCHITE CTURLL + U-NGINE-LIKING + CON5ULTING Larry J. Warner A.I.A., ARCHITECT 10 Declaration Dr., SUITE D CHICO, CALIFORNIA 95973 530-892-8008 PROJECT: WARNER RESIDENCE PROD. No. LOT -235 LOCATION: MAGALIA, CA DATE: 7/21/03 BY: LJW PAGE 1 OF CODES: Uniform building code, 1997 Edition AISC, Manual of steel construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition RITC, Timber Construction Manual MATERIAL: Concrete: f c = 2,500 psi min. @ 28 days Masonry: Pc = 1500 psi Mortor: f = 1800 psi, Type "S" Grout: f = 2500 psi @ 28 days Steel Reinforcing: ASTM A-615 Grade 40 for #4 or smaller ASTM A-615 Grade 50 for #5 or larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B Machine Bolts: ASTM A307 Grade A Anchor Bolts: ASTM A307 Grade A, unfinished Wood Connectors: Simpson Strong -Tie or equal Wood: Light Framing: Const. Grade Douglas Fir Struct. Lt Framing, Joists & Planks: Doug, Fir No. 2 Beams & Stringers, Posts & Timbers: Doug Fir No. 1 Plywood: A.P.A. Rated sheathing, Grade CD, UBC Std.25-9 Glue -Lam Timber: ANSI / AITC A190.1-1983 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: 22,5 psf Snow Floor Live Load: 40 psf Seismic Zone: 3 Wind Speed: 75 mph Exposure: B Method 2 used unless noted otherwise. Allowed Soil Bearing: 1, 500 psf NOTE: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of AEC Group, Larry J. Warner AIA, Architect. Verification of the soil conditions at the project site to determine the expansive or bearing capacity is by others. AEC GROUP., Larry J. Warner AIA, 10 Declaration Dr, Ste -D, Chico, CA 95973, 530-892-8008 PROJECT: WARNER RESIDENCE PROD. No. LOT -235 LOCATION: MAGALIA, CA DATE: 7/21/03 BY: LJW PAGE 2 OF ROOF DEAD LOAD CALCULATIONS CONVENTIONAL FRAMED ROOF ROOFING 3.0 PSF 1/2" CDX PLY 1.5 TJ 1 @ 24" O.C. 1.1 TJI @ 24" O.C. 1.1 5/8" GYP BRD. 2.8 INSUL 0.5 MISC 0.5 TOTAL 10.5 PSF USE 11.0 PSF. FLOOR SYSTEM 2.5 PSF (2x FRAMING FLOOR) 3/4" CDX PLY 2.3 PSF JOIST . 2.2 INSULATION 0.6 GYP 2.8 FLOORING 1.5 MISC 0.5 TOTAL TRUSSED ROOF SYSTEM ROOFING 2.5 PSF 1/2" CDX PLY 1.5 TRUSSES @ 24" O.C. 3.5 5/8" GYP BRD, 2.8 INSUL 0.5 M1SC 0.0 TOTAL 10.8 PSF USE 11.0 PSF. (]-JOIST FRAMING FLOOR) 3/4" CDX PLY 2.3 PSF 1 -JOIST 1.4 5/8" GYP BRD 2.8 MISC& INSUL 1.5 FLOORING 1.5 9.9 PSF TOTAL TOTAL USE 10.0 PSF. 9.5 PSF USE 10.0 PSF, EXTERIOR FRAMED WALLS INTERIOR FRAMED WALLS SHEATHING EXT. FINISH 3.0 PSF GYP. BRD 2.2 PSF SHEAR PLY 1.5 FRAMING 2.0 FRAMING 2.0 GYP. BRD 2.2 GYP BRD 2.2 FINISHOES N/A INT. FINISH 0.2 INSUL N/A INSUL 0.3 TOTAL 9.2 PSF TOTAL 6.4 PSF USE 9.2 PSF. USE 6.4 PSF. CONCRETE FLOOR SLAB 15.0 PSF SHEATHING 2.3 FRAMING 3.5 INSULATION 0.5 TOTAL 21.3 PSF USE 21.3 PSF AEC GROUP., Larry J. Warner AIA, 10 Declaration Dr. Ste -D, Chico, CA 95973, 530-892-8008 COLLECTOR SCHEDULE GRID PANEL PANEL DIAPH COLLECTOR LOAD c@ LINE PLF LENGTH PtoP SEGMENT 1 A B 63 3.3 208 B END 63 8 504 0 0 0 2 N/A 0 0 0 0 0 3 N/A 0 0 0 0 0 4 END C 45 32 1440 C D 45 12 540 0 0 0 5 N/A 0 0 0 0 0 6 N/A 0 0 0 0 0 7 N/A 0 0 0 0 0 8 N/A 0 0 0 0 0 0 0 0 0 0 0 COLLECTOR STRAP SPLICE C-1 S-1 C-1 S-1 C-1 S-1 C-1 S-1 COLLECTOR SCHEDULE STRAP C-1 SPLICE GRID PANEL PANEL DIAPH COLLECTOR LOAD LINE PLF LENGTH PtoP SEGMENT A 1 2 36 5 180 2 3 36 15 540 3 5 36 12 432 0 0 B 1 2 41 4 164 2 3 41 5 205 3 4 41 6 246 4 END 41 22 902 0 C N/A 0 0 0 0 0 D 3 4 25 3 75 4 5 25 7 175 0 0 0 E 0 0 0 0 0 F 0 0 0 0 0 G 0 0 0 0 0 H 0 0 0 0 0 0 COLLECTOR STRAP C-1 SPLICE C-1 S-1 C-1 S-1 C-1 S-1 C-1 S-1 C-1 S-1 C-1 S-1 C-1 S-1 C-1 S-1 C-1 S-1 Floor Joistf 97 Uniform Building Code (91 NDS) j Ver. 6.00.5 By: Larry J Warner AIA , AEC Group on: 01-13-2004 : 2:07:50 PM Project: LOT235 - Location: FJ-1 TYP FLOOR JOIST Summary: PRI-20 / 9.5 - APA EWS Performance Rated I-Joists x 12.0 FT 0,, 16 O.C. Section Adequate By: 57.7% Controlling Factor. Allowable Deflection ' I-joists were designed for simple spans using the joist manufacturers published values. If the design does not match the actual joist loading or span conditions in any way, contact the joist manufacturer for design verification. Joist Span Deflections: Dead Load: DLD-Center= 0.05 IN Live Load: LLD-Center— 0.19 IN = L1757 Total Load: TLD-Center— 0.24 IN = U606 Joist Span Left End Reactions (Support A): Live Load: LL-Rxn-A= 320 LB Dead Load: DL-Rxn-A= 80 LB Total Load: TL-Rxn-A= 400 LB Bearing Length Required (Beam only, support capacity not checked): BL-A= 1.75 IN Joist Span Right End Reactions (Support B): Live Load: LL-Rxn-B= 320 LB Dead Load: DL-Rxn-B= 80 LB Total Load: TL-Rxn-B= 400 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 1.75 IN Joist Data: Joist Span Length: L2= 12.0 FT Floor sheathing applied to top of joists-top of joists fully braced. Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 480 Total Load Deflect. Criteria: U 360 Joist Span Loading: Uniform Floor Loading: Live Load: LL-2= 40.0 PSF Dead Load: DL-2= 10.0 PSF Total Load: TL-2= 50.0 PSF Total Load Adjusted for Joist Spacing: wT-2= 67 PLF Properties For: PRI-20 / 9.5- APA EWS Performance Rated I-Joists Depth: D= 9.5 IN Moment Capacity: Mcap= 2180 FT-LB Shear Capacity: Vcap= 1120 LB EI: El= 145000000 LB-IN2 End Reaction Capacity: Reap= 830 LB Comparisons With Required Sections: Controlling Moment: M= 1200 FT-LB Adjusted Moment Capacity: Mcap-adi= 2180 FT-LB Controlling Shear: V= 352 LB Adjusted Shear Capacity: Vcap-adi= 1120 LB El Required: EI-req= 91947740 LB-IN2 EI: Ell= 145000000 LB-IN2 Maximum End Reaction: Rmax= 400 LB Adjusted Reaction Capacity: Rcap-adj= 830 LB Multi -Span Floor Beam[ 97 Uniform Building Code (91 NDS) I Ver: 6.00.5 By: Larry J Warner AIA, AEC Group on: 01-13-2004: 2:12:32 PM Proiect: LOT235 - Location: FG -1 TYP FLOOR GIRDER Summary: ( 2 ) 1.75 IN x 5.5 IN x 19.5 FT (6.5 + 6.5 + 6.5) / 1.9E Microllam - Trus Joist -MacMillan Section Adequate By: 36.1% Controlling Factor: Moment of Inertia / Depth Required 4.96 In Left Span Deflections: Dead Load.- Live oad:Live Load: Total Load: Center Span Deflections: Dead Load: Live Load: Total Load: Right Span Deflections: Dead Load: Live Load: Total Load: Left End Reactions (Support A): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only, Center Span Left End Reactions (Support B): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only, Center Span Right End Reactions (Support C): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only, Right End Reactions (Support D): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only, Dead Load Uplift F.S.: Beam Data: Left Span Length: support capacity not checked): support capacity not checked).- support hecked): support capacity not checked): support capacity not checked): Left Span Unbraced Lenqth-Top of Beam: Left Span Unbraced Length -Bottom of Beam: Center Span Length: Center Span Unbraced Lenqth-Top of Beam: Center Span Unbraced Length -Bottom of Beam: Right Span Length: Right Span Unbraced Length -Top of Beam: Right Span Unbraced Lenqth-Bottom of Beam.- Live eam:Live Load Deflect. Criteria: Total Load Deflect. Criteria: Left Span Loading: Uniform Load: Floor Live Load: Floor Dead Load: Floor Tributary Width Side One: Floor Tributary Width Side Two: Beam Self Weight: Wall Load: Total Live Load: Total Dead Load: Total Load: Center Span Loading: Uniform Load: Floor Live Load: Floor Dead Load: Floor Tributary Width Side One: Floor Tributary Width Side Two: Beam Self Weight: Wall Load.- Total oad:Total Live Load: Total Dead Load: Total Load: Right Span Loading: Uniform Load: Floor Live Load: DLD-Left= LLD -Left= TLD -Left= DLD-Center- LLD-Center- TLD-Center- DLD-Right= LLD-Right-- TLD-Right= LD-Right=TLD-Right= LL-Rxn-A= D L-Rxn-A= TL-Rxn-A= BL -A= LL-Rxn-B= DL-Rxn-B= TL-Rxn-B= BL -B= LL-Rxn-C= DL-Rxn-C= TL-Rxn-C= BL -C= LL-Rxn-D= DL-Rxn-D= TL-Rxn-D= BL -D= FS= L1= Lu1-Top= Lu 1 -Bottom= L2= Lug -Top= Lug -Bottom= L3= Lu3-Top= Lu3-Bottom= U U 0.03 IN 0.16 IN = U490 0.19 IN = U415 0.00 IN 0.11 IN = U718 0.11 IN = U704 0.03 IN 0.16 IN = U490 0.19 IN = U415 1404 LB 328 LB 1732 LB 0.66 IN 3744 LB 901 LB 4645 LB 1.77 IN 3744 LB 901 LB 4645 LB 1.77 IN 1404 LB 328 LB 1732 LB 0.66 IN 1.5 Trib-2-1= 6.5 0.0 6.5 6.5 0.0 6.5 6.5 0.0 6.5 360 240 FT FT FT FT FT FT FT FT FT FLL-1= 40.0 PSF FDL -1= 10.0 PSF Trib-1-1= 6.0 FT Trib-2-1= 6.0 FT BSW= 6 PLF Wall -1= 0 PLF wL-1= 480 PLF wD-1= 120 PLF wT-1= 606 PLF FLL-2= 40.0 PSF FDL -2= 10.0 PSF Trib-1-2= 6.0 FT Trib-2-2= 6.0 FT BSW= 6 PLF Wall -2= 0 PLF wL-2= 480 PLF wD-2= 120 PLF wT-2= 606 PLF FLL-3= 40.0 PSF Pape: 2 Multi -Span Floor Beam( 97 Uniform Building Code (91 NDS) 1 Ver: 6.00.5 BY: Larry J Warner AIA , AEC Group on: 01-13-2004: 2:12:32 PM Project: LOT235 - Location: FG -1 TYP FLOOR GIRDER Floor Dead Load: Floor Tributary Width Side One: Floor Tributary Width Side Two: Beam Self Weight: Wall Load: Total Live Load: Total Dead Load: Total Load: Properties For: 1.9E Microllam- Trus Joist -MacMillan Bending Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Compression Face in Tension): Adjustment Factors: Cd=1.00 CI=0.99 C#1.11 Fv': FDL -3= 10.0 PSF Trib-1-3= 6.0 FT Trib-2-3= 6.0 FT BSW= 6 PLF Wall -3= 0 PLF wL-3= 480 PLF wD-3= 120 PLF wT-3= 606 PLF Fb= 2600 PSI Fv= 285 PSI E= 1900000 PSI Fc_perp= 750 PSI Fb'= 2864 PSI Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= Over right support of span 1 (Left Span) Critical moment created by combining all dead loads and live loads on span(s) 1, 2 Controlling Shear: V= At a distance d from the right support of span 1 (Left Span) Critical shear created by combining all dead loads and live loads on span(s) 1, 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= Area (Shear): Moment of Inertia (Deflection): S= Areq= A= I req= 1= -2898 FT -LB 2140 LB 12.14 IN3 17.65 IN3 11.26 IN2 19.25 IN2 35.66 IN4 48.53 IN4 Footing Design f 97 Uniform Building Code (91 NDS)1 Ver: 6.00.5 By: Larry J Warner AIA, AEC Group on: 01-14-2004: 12:06:15 AM Proiect: LOT235 - Location: FTG -FG -1 Summary: Footing Size: 1.75 FT x 1.75 FT x 10.00 IN " Footing has been designed without reinforcement Footing Loads: Live Load: PL= 3744 LB Dead Load: PD= 901 LB Total Load: PT= 4645 LB Ultimate Factored Load: Pu= 7626 LB Footing Properties: Allowable Soil Bearing Pressure: Qs= 1500 PSF Concrete Compressive Strength: F'c= 2500 PSI Footing Size: Width: W= 1.75 FT Length: L= 1.75 FT Depth: Depth= 10.00 IN Effective Concrete Depth: d= 8.00 IN Column and Baseplate Size: Column Type: (Wood) Column Width: m= 3.50 IN Column Depth: n= 3.50 IN Bearing Calculations: Ultimate Bearing Pressure: Qu= 1517 PSF Effective Allowable Soil Bearing Pressure:(With Increase) Qe= 1581 PSF Required Footing Area: Areq= 2.94 SF Area Provided: A= 3.06 SF Baseplate Bearing: Bearing Required: Bearing= 7626 LB Allowable Bearing: Bearing -Allow= 33841 LB Beam Shear Calculations (One Way Shear): Beam Shear: Vu1= 908 LB Allowable Beam Shear: vc1= 7280 LB Punching Shear Calculations (Two way shear): Critical Perimeter: Bo= 46.00 IN Punching Shear: Vu2= 5339 LB Allowable Punching Shear: vc2= 31814 LB Bending Calculations: Factored Moment: Mu= 20019 IN -LB Nominal Moment Strength: Mn= 36400 IN -LB • • 1000 GAL SEPTIC TANK I. I --------------------------------------- ---- -------------------------- j - ABANDONED 10 I 34 I P.U.E. t R.E. I'—................................. --------------------------------- -------------------- ------------- ------- —------ — — — — I p 17 - I I' REPLACEMENT I i i LEACH LINES TYP. ------------- 1 1 I I I II II r II _ J I i ABANDONED 10 O m i �e_ P.U.E. t R.E. I ; 1 i I i I � I I 1 I I • 100' 1 i 1 i L---- --------------------------------- I i 5' B.S.L. 125.0' ALTERNATE I/ TIGHT LINE r� I J( I ® ® 1 ' • 1 1 I I I 20' 1 0 10' I I it it I 10' I I I II II 1 1 © 2 I� I 1 cD I m I_ 10 1 26' Environmental Health AUG 1 2 2003 TIGHT LINE Lu .7