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HomeMy WebLinkAbout072-230-02072-2'3--20 t ' IRENE LUND �" 449 Feathervale Drive, Oroville Contr: Oro Pump & Electric,, Oroville Permit#91-83E(ele ser ch & clean up)SF 072-230-020 01-2442 MASTALOTTO, PETE 449 FEATHERVALE, ORO LED CONT: BETTER BUILDMN .3 NSF 072-230-020 AG02=029 MASTELOTTO, JOHN 449 hEATHERVAL. DR., ORO AG BLDG. — C, 14 row" BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT G PERM T NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. 1z-z�3®-20 ZONING ag s OWNER r} PHONE NO. _ OWNER'S ADDRESS ,LOCATION OF BUILDING Siqm� 'USE OF BUILDING S'7-0 RG c- L-1 v t�F- o d R RJ_ - SIZE OF STRUCTURE X .51D SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL X CONCRETE OTHER (Specify) "TYPE OF SIDING ROOF COVERING FLOOR TYPE S7�4--_ — S i c t— ESTIMATED COST OF CONSTRUCTION $ zzr�100 00 AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows:5 1 - o 11P � /huft�_ 2 0 A"' FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG,Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date �"a Z /Signature of Owner Permit Fee$60.00 The above described AG Building is exempt from a building permit. Receipt No. Manager Building Division � 02 By Date white — DPW, Yellowy Assessor, Pink — B. I., Goldenrod — Applicant `LD I PARC P.D 11 G JAISS Manager Building Division � 02 By Date white — DPW, Yellowy Assessor, Pink — B. I., Goldenrod — Applicant Permit #91=83 Irene Lund �f'�i.Ca Ci9NQ7Ly�Ci�FJEtr f��t., %JC-(��5�3' %�Z6Ix-1 COUNTY OF BUTTE - DEPAR`TMENT OF PUBLIC WORKS .r ?L 7 County Center Drive - Oroville,,ialifornia 95965 - Telephone 916/534-4541 APPLICATION AWD PERMIT PERMIT NO. ASSESSOR PARCEL NU ER 2r< ZONING BUILDING PERMIT OWNER _ TELEPHONE SQ. FT. OCC.1 BUILDING VALUATION OW�JER'S'MAILING ADDRESS iL � a CO RACT0R' NAME ^ rn I�nrJ TE PHONE CORAC 'S MAILING ADDRESS 1 j) U Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDINGA DRESS �� PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 olar Water Heater 20.00 Water piping 5.00 LOT NO.SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF Duplex ❑ Mobi lehome ❑ Other SPECIFY Building sewerI 5.00 Mobile Home S G W i 10.00 e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilitie ❑� Installation❑ Other [�� Describe work: V ---)Ise, �- 1 y` — 1 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100V OR LE100AMP ORLSS ESS 1 , 10.00 1 D Main service EA, ADD'L 100 AMP 2.50 NEW CONST.(DWELLING OCCUP.& OR ADONS. ACC. BLDGS. t 2hQsq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. All f ''l L Classification e. / () ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST11 ULTI.OUTLET 2,50 ea NON.RESID BRANCH CIRC ITS NEW CONST FL (POWER APPARATUS &) NON.RESID. SINGLE OUTLET CIR. Ex. Occup(ourLETs OR FIXTURES 20@500 A ®3oc FIXED APPLNS. OR EX. OCCUp. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 A-," DO ,^ Permit Fee $ ,. Contractor MECHANICAL PERMIT I Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation. Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities—,judgments, costs, and expenses which may in any way accrue against said,County in consequence of the granting of this permit. �^ }�� �/` �, X Date Signature Of Applicant / OT Own r Q' --Contractor g, Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3�sttbr'i`es(in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ OCCUP. GROUP I TYPE OF CONST, PARCEL PD HD ISSU rt/ This permit is hereby issued under sions of the Butte County Code anc/or work indicated above for which DIR,CTOR OF P By. r PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. LIC WORKS Date�� 1 f7- Receipt No. -7/l•J 7 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPART'IMENT OF PUBLIC WORKS %� • 7 County Center Drive - Oroville, Califorls�a 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT P RI1I(IT 9 -1 -- AA ASSESSOR PARCEL NU BER ZONING BUILDING PERMIT OWNERj�r TELEPHONES- SQ. FT. OCC. BUILDING VALUATI N ER' ILING ADDRESS - v D CO RAC OR' ME ex•\ LEPHONE C RAC R,'S MAIING A DRESS U 1 Fireplace CONSTRuctriON LENDER - UNKNOWN - Notal Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS ' Permit fee $ BUILDING A DR SS r -.-A U V VI v PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 oWater piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 �/ USE OF STRUCTURE SF U Duplex❑ Mobilehome❑ Other SPECIFY Building sewer 5.00 Mobile Home S G IN 10.00e TYPE OF WORK New Addition ❑ Remodel❑ Utilitie ❑.�, nstallation❑ Other Describe work: �— �N Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100V OR LESS 100 AMP OR LESS 10.00 I� DD • Main service EA. ADD -L. 100 AMP 2.50 NEW CONST. DWELLING OCCUP.& OR ADDNS. ACC. BLDGS. 2tb0sgft CONTRACTORS LICENSE LAW ' I declare under penalty of perjury (Check one): I am licensed under provisions of Chapt. 9, Div. 3 of the BusinesszD@sOe and Professions Code and m license is in full force and effect. Y License No. VV OOO Classification C_/a ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR.( MULTI -OUTLET NON•RESID `BRANCH CIRC ITS 2.50 ea NEW CONSTR. (POWER APPARATUS &) NON•RESID. 1 SINGLE OUTLET CIR. / OR FIXTURES eAL0300 Ex. OCCup(OUTED A PPLNSOR Ex. OCCUp. FIXED OUTLETS (RESI.D.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 /5, 00 n r Permit Fee $ , Contractor . MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation .Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California.. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabiliti ents, costs, and expenses which may in any way accrue agains sai C u y consequence of the granting of this permit. X Date '�% wner tractor K Agent ❑ Signature of pplicant —Ti. An OSHA permit is req r excavations over 5'Q" deep and demolition or construct- ion of structures over 3 in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ OCCUP. GROUP I TYPE OF CONST. PARCEL PD HD ssuE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIR TOR OF P LIC .. BY PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date / -13-7? �� �� Receipt No. WHITE-O.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT '7 NOTES ,py.t RESIDENTIAL 072430-020 01-2442 PERMIT I' :MASTALOTTO, PETE 449 FEATHERVALE, OROVILLE CONT• BETTER BUILDERS i NSF Y a 1( S .j SPECIAL CONDITIONS CHECKED BY t' SRA FLOOD CERTIFICATE REQ. r FIRE SPRINKLERS REQ. z, SPECIAL INSPECTION ITEMS 31 r VERIFY x! USE PERMIT CONDITIONS +p SUB -STANDARD HOUSING LETTER i` OFFICE COPY Ad s ` ►��' �I . i GAS ,( Dati•L+ 1 `� I Meter By t ELECTRIC Meter By Date 1 JOB FINALED Signature _Zle7 W.4,ftj .x -COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-754101"2442 PERMIT NO. (Rev.12/96) ~ APPLICATION AND PERMIT ASSESSOR10'PuI 20 =DAeRS BUILDING PERMIT OWNER PETE MASTALaM TELEPHONE 520-6003 SO. FT. OCC. BUILDING VALUATION OWNERS ""LIiIATHERVALE 4 OROVIILE 959661 U Am CONTRACTOR L.I& BUILDERS TE5S9-257'4 � CONTRACTCDs2�3�R(�M OAK DR, OROVILW CONSTRUCTION LENDER 1 Fire P Fireplace A 1SW LENDER'S MAILING ADDRESS Total Valuation $ 14 0 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 926,50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ M.95 BUILDING.Dq44 A VA, 0ROV Energy Plan Checking Fee $ 23.00 $ PERMIT FEE S 8 • LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF EX Dyuplex ❑ Mobilehome ❑ Other sPEclry Each Trap t5 7.00 105.0( Solar or heat pump water heater 23.00 Water piping 15.00 15.0t Each as water heater or vent 15-0015,01( TYPE OF WORK New Q{ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF Gas piping system 1 - 5 outlets 15.00 Building sewer 15.0 15A Mobile Home I S I G I W @20.00 PERMIT FEE $ 85.00 ELECTRICAL PERMIT Filing Fee 20.00 500V OR IS Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 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 7, Lic. No. :Z2 _ 7 2S- 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 r /-i r.'• Main Service TO WEE200A NEW CONST. DWELLING OCCUP. SO CCU000A .50SO OR ADONS. ( & ACC. BLDS. 3.5QFT: '115 4 ' MULTI -OUTLET @7.50 NpNR6,D BRANCH CIRCUITS POWER APPARATUS & SINGLE OUTLET CIA. .00 FIXTURESEX. Occup. OUTLET OR FIXTURES BAL O L.50 Ex. Occup..OUTLEETS(RESID.OFRJL 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S « 43 MECHANICAL PERMIT Fling Fee 20.00 Heating1-5000 Cooling • 90 Hood 6.50 b• Ventilation 2' 4,50w� PERMIT FEL: $S&50 Policy Number `> ' _ (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. --. 1__� X , - — :771W ..... - __ Date ��� � - �? � ._ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent " An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in hei ht. ,,, Mobile Home Installation Fee $ Energy Inspection Fee $46,00 c -3 coNsr. TYPE TOTAL FEE $ 20f *38 HAz .r D EES I D co PARCEL 41V vq�' H �D ISSUE This permit is hereby issued under the applicable provisions fof the Butte County Code and/or Resolutions to do work Indicated.above for which fees have been paid. By Date PERMIT EXPIRES ON �� / 0' to ' Receipt No. c'A WHITE-D.D.S.-B.D. CANAR •ASSESSOR PINK-INSVECTOR GOLDENROD -APPLICANT V = OK 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 2. 1. Zoning Requirements -Setbacks -Easements 3. 2. Soils; Special MH Support Sketch 4. 3. Sewer; Location -Test -Fall -C/O -Concrete 5. 4. Water; Location -Test -Easement Needed (Sketch) 6. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 7. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 8. 7. Well Clearance & Discorinect 9. 8. Utility Clearance 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 MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. ` 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MISCELLANEOUS i ate 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- Bea ms- Rftrs.-Con nectors 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-Rooting 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 FINAL (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- Enclosure s-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 j N J = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Si Date Underfloor (Plans) OK except #'s 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 1. Zoning -Setbacks -Easements -Flood -Slope 15. Access & Ventilation 2. Fig., Main; Soils-Elec. Grnd.-/ /" Fig. Depth 16. Insulation 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Card B-1 Date Card B-1 5. Stemwalls, Main; Steel-Blockouts-Wrapped Card B-1 Date Card B-1 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground Date Card B-1 Date Card B-1 Date Card B -i Date Card B-1 Date ANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support 36,.,Wlrnt Fan, Exhaust above insulation . and nsate Drain & Overflow, Size & Grade 38. nate-Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date_,,FRAMING (Permit) OK except #'s Si roper Materials & Anchors alls Studs -Nailing Spacing & Braces -Plates -Sound nng Walls over Girders & Floor Nailing qpfl Stop in Walls (rat proof) Fir�ops, Furred Ceilings -Stairs -Chasers -Tubs 4 eaders & Beams -Size & Bearing ngle & Duplex) Date FRAMING (Continued) 6. Ha s -Post Ca s -Anchors -Connectors Cli, oist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. Fireplac ies or Type A Flue -Fireplace Throat Clearance Attic A ss; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. gatage-R'fre Protection Framing 52. Property Line Firewall & Openings . Ext. ors -One 3' -Check Garage 3rd Story, 2 Exits St ' s; Width -Headroom -Rise -Run -Landing -Fire Protection . Plywood on Roof Overhang -Attic Vents -Rafter Outriggers ,%-Nailing Veneer �ucco Screed -Fd. Vents-Underflr. Access lazing Area -Glass Protection -Skylights -Plastic 5 ear Walls; Nailing -Bolts 60. Brace InterioL4Fxterior Wall Panels 61. Insulation e' - Z/ 62. Infiltration -Walls -Windows t Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Steps -Door & Sidelight Protection -Landings ke Detector f Furnace Vents -clearance -Comb, Air -Connector- \ J In Ga jage; Above Floor-Ducts-M4ch Protection edroom Exiting j__& Bath Fixtures & Tub Access -Spa 6 I Subpanel, Breaker Sizes & Labels lairs & Rails ire lace or Stove, Clearance -Hearth Elec. Outlets at Wood Panel, Int. & Ext. tt t. & Appliance; Ground -Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter 74 Landing -Closure 7 m arage-Damper r. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection lec. & Mech. Equip. Listed for Location 7 rage (F.F.I.)-Romer. Protection sulation-Foam-Looked in Attic uard Rails & Deck Construction -Post Caps B . Bents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Instld./Drive :J Yes alks J Yes lanters p Yes- 6�arT ucco wn-Finish C. Unit Disconnect, Electrical -Plumbing j8 nts Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ate ell, Disconnect, Electrical, Plumbing xterior Elec. Tri G. eceptacle-Underground entilation Throughout House ass Protection 9 orr ons from Previous Inspections as Test -Meters Tagged, Gas -Electric Wate wer Connected -C/O to Grade -HD Approval ergy Compliance Certificate -Other Certificates 104' -Address Posted Date Card B-1 Date Card B-1 Date e1 +� Card B-1 Date Card B-1 Date , Card B-1 Date Card B-1 Comments at Final: 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. 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 ?J.UMBING (Permit) OK except #'s Water Htr.; Vent -Access -Combustion Air Baffle Walpr Pipe; Test & Anchor -Nail Protection IIower V.; Tet Fittings & Anchor -Nail Protection Pan; Test, First Floor -Tub Access 1 21. Te t Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 .Date ELECTRICAL (Permit) OK except #'s 25'Fixture & Transformer Clearance -Ins. Protection Ele eceptacles Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors Stapled 26-13omex jostalled Close to Edge of Studs & C.J. 2T. quip. Ground made up w/Meth Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. eed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle/ / ga Cu or AI.Oven Circ. / / ga Cu or Al Insulated Neutral Q Yes Q No 31. Service -Riser Conductors & Ground Main Disconnect Equip. Clearances Panels-Motors-Mech. Equip. oth,es Closet Light -Shower Light -Spa Light moke Detector Date Card B-1 Date Card B-1 Date Card B -i Date Card B-1 Date ANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support 36,.,Wlrnt Fan, Exhaust above insulation . and nsate Drain & Overflow, Size & Grade 38. nate-Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date_,,FRAMING (Permit) OK except #'s Si roper Materials & Anchors alls Studs -Nailing Spacing & Braces -Plates -Sound nng Walls over Girders & Floor Nailing qpfl Stop in Walls (rat proof) Fir�ops, Furred Ceilings -Stairs -Chasers -Tubs 4 eaders & Beams -Size & Bearing ngle & Duplex) Date FRAMING (Continued) 6. Ha s -Post Ca s -Anchors -Connectors Cli, oist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. Fireplac ies or Type A Flue -Fireplace Throat Clearance Attic A ss; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. gatage-R'fre Protection Framing 52. Property Line Firewall & Openings . Ext. ors -One 3' -Check Garage 3rd Story, 2 Exits St ' s; Width -Headroom -Rise -Run -Landing -Fire Protection . Plywood on Roof Overhang -Attic Vents -Rafter Outriggers ,%-Nailing Veneer �ucco Screed -Fd. Vents-Underflr. Access lazing Area -Glass Protection -Skylights -Plastic 5 ear Walls; Nailing -Bolts 60. Brace InterioL4Fxterior Wall Panels 61. Insulation e' - Z/ 62. Infiltration -Walls -Windows t Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Steps -Door & Sidelight Protection -Landings ke Detector f Furnace Vents -clearance -Comb, Air -Connector- \ J In Ga jage; Above Floor-Ducts-M4ch Protection edroom Exiting j__& Bath Fixtures & Tub Access -Spa 6 I Subpanel, Breaker Sizes & Labels lairs & Rails ire lace or Stove, Clearance -Hearth Elec. Outlets at Wood Panel, Int. & Ext. tt t. & Appliance; Ground -Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter 74 Landing -Closure 7 m arage-Damper r. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection lec. & Mech. Equip. Listed for Location 7 rage (F.F.I.)-Romer. Protection sulation-Foam-Looked in Attic uard Rails & Deck Construction -Post Caps B . Bents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Instld./Drive :J Yes alks J Yes lanters p Yes- 6�arT ucco wn-Finish C. Unit Disconnect, Electrical -Plumbing j8 nts Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ate ell, Disconnect, Electrical, Plumbing xterior Elec. Tri G. eceptacle-Underground entilation Throughout House ass Protection 9 orr ons from Previous Inspections as Test -Meters Tagged, Gas -Electric Wate wer Connected -C/O to Grade -HD Approval ergy Compliance Certificate -Other Certificates 104' -Address Posted Date Card B-1 Date Card B-1 Date e1 +� Card B-1 Date Card B-1 Date , Card B-1 Date Card B-1 Comments at Final: w " Loerke Insulation Co., Inc. P.O. Box 253 Forest'Ranch, CA 95942 To: Pete Mastelotto 449 Feathervale Drive Oroville, CA 95966 Invoice Invoice No.: 17054 Customer Date Terms Contact MASPE 02/28/03 Due on receipt Description Charges 1 INSULA 11UN iw% completion: 1946.00 1946.00 449 Feathervale Drive, Oroville Mid -Floor & Wall Batts/Attic Blown 1 INSULATION EXTRA: 118.00 118.00 Upgrade to R21 in the Exterior Walls 1 INSULATION EXTRA: 89.00 89.00 Attic square footage larger than original bid. s 1 INSULATION �• EXTRA: 145.00 145.00 Upgrade to R38 in the attic. Invoice subtotal 2298.00 Invoice total 28� .�r 67 i i l� It Thank You 2. CERM Ba�arBlaidae� 8e�nd 3�1iR Mditm Ad V Affamnludman„'rte &SLADFLGMII 80 ME Ot & FOLDMIM WAU S COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES i 1 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 �vx3 y4 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. It you have any questions pertaining to this matter, or need additional explanation, please contact this office ,immediately. �(,17�'�--fr . Date �� A� Inspector"" REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 64976 A OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please ontact this office immediately. l r 11? / i /l. C�i� ,CT. , ;l �✓; 7– � T n r A C 64 1;.— tSa�c� S to v- L r T [-� S Date Inspectors --- V L/ REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 I CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, pleas ontact this office immediately. P_ rl ii•c / 7 /' elm i� � r ts� rf--0rY� � //¢ --- A),. GL,,o : L0. .i A. .or c s ,ea! l 46.r 4— 4� i t 1 w ��//JJ Date �� �— Inspector II&W REV X0/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - 0roville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION' AND PERMIT 01-2442 ASSESSORP NUJdE}�_O2O [,sU ZGARS BUILDINGPERMIT OWNER PETE MASTALOTTO TELEPHONE 520-6003 SO. FT. OCC. BUILDING VALUATION R 146 178 OWNERS '=�MTHERVALE , OROVIILE 95966 591 U 10638 "'RAM R BUILDERS TELEPH58O E2574 1805 Com 23,465 DG`S`ACTO . 263 RP OAK DR, OROVILLLE CONSTRUCTION LENDER Fireplace 1 A 1 500 LENDER'S MAILING ADDRESS Total Valuation Is 181,/81 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 926-90 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 599.95 BUILDING ADDRESS FEATHERVALE, OROVILLE Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $1,569-45 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑X Duplex ❑ Mobilehome ❑ Other - sPEDlry Each Trap 5 7.00 105. Solar or heat pump water heater 23.00 Water piping 15.00 15. Each as water heater or vent 15.00 TYPE OF WORK New CX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF Gas piping system 1 - 5 outlets 15.00 Building sewer 15.0015. Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Feel 20.00 LESS Main Service 200. OR LESS 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 fuA force and effect. 77 ^� License Class Lic. No. �2 J2LS OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the erformance 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 work for which this permit is issued. My workers' compgnsgtion insurann.carrier and policy number are: Carrier �S''G iif�� �fi Policy Number ,Z- (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X �-- Q �'- Date �� % - C -5)J Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in hei t. Ob Main Service TO 46.00 CCU000A NEW CONST. DWELLING OCCUP. SO DWE200ALLING OR ADDNS. ( a ADC. BUDS.3.5QPr. 115 4 PgµHE05,�T. MULTI -OUTLET 97,50 ,POWER POWER APPARATUS OUTLET CIR. EO BA.000 x. Occup. DUTtET OR PaTUREs 20 @ I.5 Ex. Occup.. oUTLEDTS RE�SID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirino 23.00 PERMIT FEE :135.43 MECHANICAL PERMIT Fling Fee 20.00 Heating Spilt 1 15.00 Cooling 15.00 Hood 6.50 Ventilation 2 4.50 1 9.00 PERMIT FEt S65,50 Mobile Home Installation Fee $ Energy Inspection Fee $46.00 Oc i CONST. TYPE TOTAL FEE $ 2001.38 HAz. D. Es I D c0 P EL H Iss This permit is hereby issued under of the Butte County ode and/or indicate ove for ich fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date S '1 Ito Receipt No. 3a�� WHITE-D.D.S.-B.D. CANA -ASSES OR PINK-INSFECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE; CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"IT APPLICA TION DA TA SHEET OWNER: ASSESSOR PARCEL NUMBER: Proposed Building Use ' , Building Inspector: Q Date: c) _ _ n At time of permit application, I was advised the following data must be submitted prior to pe proces ma g and/or issuance: Date Received By ❑ 1. All items have been submitted .------------------------------------------------------------------------------------- XVZ,. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- ,Sc Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 741;A. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ El 8. Hazardous Material Form. 119. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ . Fees of $ -------------------------------------------- --- ------ --� ---- - - l Impact fees as shown on the attached schedule. ��-C 14!V f ------V_!_-fi�PM ----Cts'_ on California Department of Forestry plan approval/fees. p�k--q�-er; -s,a-- i c� 7"-0-4----N_CC (gy_fCa__ to G 1 .Flood elevation certificate. -------------------- ----- ---------------=-----------------------------/---------------- Sanitation and plot plan approval Health Department. --------- ------ 0-1 ---------------- 15. City of Chico plumbing permit. -----.- -------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval frdin the City of Biggs. -----=------------------------------------ 0 -=------------------------------.❑ 17. Planning approval for (A) Use:. ` CCS 1< (B) Parking: --------------- J, -------------= ❑ t8. Contact Land Development about ❑ Improvements, .Q DrainagPtlLegil Parcel. ----------------- ncroachment Permit for driveway (construction approval prior to occupancy). --------------------- ❑2�Y Pre tion for required. Request to Building Inspector on 112 1. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- 023. Own Builder Verification (Given to owner ❑, Mailed to owner ❑). - 024. er of signature authorization. ------------------------------ ------------- R rded copy of Agricultural Acknowledgment Statement.-------------- tter of intent on building use. --------------------- =------------------------- El 27. -----------------------.❑27. Manufactured Home utility clearance. --------------------------------------- 0 28. Existing violations and/or expired permits. --------------------------------- 029. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 0. Other: 9-3-' heyou issue the permit, process as follows Ey Mail to owner, ❑Mail t ni o5,/v (Date) �0 ❑Telephone and hold for pickup at -office. ❑ D ,[ver with inspector. t .� V T% :2 t E k4 . l / Applicant: Date: 9-,2.7- 7- 1 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Departm th Date: By. 1. Index permit application for the above items numbered: ❑ Plan Check List­- 2. ist­-2. Additional items required: Contractor, designer, owner, was advised of the above requirdo data by Vphone, ❑ maih ❑ Building Division counter, by Date: % Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building on counter, by Date: \ Plans reviewed by: Date: Plans approved by: Date: l— Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date:f t 0 Voll.,.,, t-­ile.....+......_.a ..rT.__._1-----` cV ---` - - - .-, .. ,� . . r 1." Flat Plan Anmchod UaE ONLY Floor Plan Acuachad� Still In B.D. TO: Building Department =:FROIlA: -Environmental Health ' SUBJECT: Sanitation Clearance /p A+LL Owner Location AP# a Plan Approved for: Sewage Disposal ,I Water Su ply: Public. Private Weft -Clearance for dwelling.' Other l� t)� Final clearance O.K. for: NOTE: i�i-ADAv� Environmental Health Specialist Date 8/96 . i, COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT , SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER /1 (i e� A.P. # �%—J.:57 —OaO PROPOSED BUILDING USE ` DATE Z?"- _&/ 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER RECEIPT # DATE REC At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT ��`�j— DATE 27 —O Pursuant to Government 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 Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) J�1ti � � • BUTTROWNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form perullding) School District �r0 U ((� • ��� P~"� Building Department No. A.P. Number Jurisdiction: City County Property Owner P �`� Y V 1 G S+ Q J o+ 4 o Property Location/Address ` ( !r Q C.ti r Q✓ VOL 0/-o y It, t q Subdivision Lot No. .................................................................................................................. Residential Development Sq. Footage -70 No of Living Mobile Home ; Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection): ti.............. ..................................................................................................... Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) R - Building Department Representative Date moor runs revieweo by scnoox uistnctyersonneli District Identification No. O 3 Q�J•tle School District certifies that 3 (Applicant) (Street Address) ! ,r' (Phone Number) (City) (State) (Zip Code) ' has complied with the requirements of Resolution No. qQ .-(3 O- O 5 by payment of $� •� r .3 5 representing square feet. AB 2926 $ FULL MITIGATION $ School District Date " Paid by Check # ` Remarks: P %r'�3 7-0 ' 9 Notice: You may protest the imposition of the fees identified above by'submitting a written protest to the District, in compliance with Government Code Section 66020(a), within'90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm' , Department C o u n t y J. Michael Crump, Director Warner C. Phillips, Assistant Director October 19, 2000 John Mastelotto 449 Feathervale Drive Oroville, CA 95966 of Public Works o f B u t t e I Re: Grading Permit Exemption, Mastelotto, AP 072-230-020 Dear Mr. Mastelotto: LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965 (530)538-7266 (FAX) 538-7683 Based upon the information provided with your request, on October 18, 2000, the Department of Public Works has determined that your proposed grading is exempt from the requirements of obtaining a County Grading permit as shown on the attached DETERMINATION • OF GRADING PERMIT EXEMPTION. This exemption does not relieve you of the responsibility of obtaining any other permits from State and/or Federal Agencies. If you have any questions concerning this matter, please contact this office at (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincer ly, Stuart Edell, P. E. Manager, Land Development Division SE Attachment cc: Mike Crump, Director of Public Works (File 301) w/attachment Mike Vieira, Chief Building Official w/ attachment .. Butte County Department of Public Works 7 County Center Drive, Oroville, CA 95965 (530) 538-7681 DETERMINATION OF GRADING PERMIT EXEMPTION According to Sec. 13-5.1 of the Butte County Code, any person who has not obtained a grading permit pursuant to Article I Chapter 13 - Grading, of the Butte County Code but is proposing to perform grading of any of the following types shall first obtain a determination of exemption . 1) PLEASE COMPLETE THE FOLLOWING INFORMATION 2) ATTACH LOCATION MAP AND PLOT PLAN DETAILING PROPOSED GRADING ACTIVITY Property Owner:PTEL-O {T� �t�h�1�t� �fLc -d- AhyQEE714 Home Address: 449 F:EAr-rAa2VA-t,— 01Z nQn%11 L,,g CX Address of Grading: 4LIq 0a C)QpVILLy CA, - Phone Number: 53v - ZI l _ AP# of Grading Property: 072— Maximum depth of excavations and Maximum slope of area to be graded: Volume of excavations , Purpose of the grading: Nature of land use prop Type of exemption claimed pursuant to Sec. 13-5 "Exemptions": (Please check box that applies) ❑ Excavation and grading authorized by a valid building permit as provided for under chapter 70 of the appendix of the Uniform Building Code, as adopted by section 26-1 of chapter 26 of the Butte County Code. An excavation that does not exceed (10) feet in vertical depth at its deepest point, measured from the original ground surface, or one thousand (1,000) cubic yards on any one (1) lot or parcel or real property. ❑ Fill on a slope of twenty (20) percent or flatter that does not exceed ten (10) feet in vertical height at its highest point, measured from the original ground surface, or one thousand (1,000) cubic yards bn any one (1) lot or parcel of real property.- ❑ Exploratory excavations which do not exceed one thousand (1,000) cubic yards at any one (1) site. ❑ Construction of roads for forestry or fire protection purposes, as required by a governmental fire protection agency. ❑ Excavations for: Cemetery graves, tunnels, wells, mining, quarrying, under grounding of utilities, public works projects, archaeological sites, or dams and public refuse disposal sites, controlled by other regulatory agencies. ❑ Emergency projects due to landslides, road and bridge washouts, flooding or other natural disasters. ❑ Routine maintenance of roads or manmade or engineered flood control channels and levees. ❑ Grading, specifically authorized by the terms of any discretionary permit or approval granted by the County of Butte. ❑ Other - explain on additional sheet of paper I certify the above information to be true and correct Jd;0 —t-� Property Owner Signature OR PFFICE USE ONLY APPROVED ❑ DENIED O &T (Date) (Authorizing Signature -Director of Public Works) M r Mail 2112 MOTT-SMITH DR 'loor1F': HONOLULU 111 96821 y_ 09- /O ,l 40 T. 19N. R. 5E. M. D. 8 . a M. �O.orac /p s► �- �`' 55P•6Ac //r r 45JL4C eic,36 r �r IyAb� t.r � 67 26OAc. W •!t.• I J 160:•c 40 41AC 11.52Ac 5.?VAr 1 J I .!D W `� V au i 69 � t: +DlIOW C °j tsar ' � 1 NJ r-3.6-`_-1_ P.v9Jh_-_ 9EJ0/erPcLc/B —_.-.— ---� ;•..soi 3zr 249 13 7 S1 -Ac J.IPAc l I •ort s --- I — -- 27. Ac,I LOT 4J 2. 77Ac .•.e! rr.r� a 1 e •• -- ,� CA BCI1rtlL. Mane J 2,x 2 ? J r rM at ` 14 ,. .rlr.r•! %. �. •a 7r..r 9 .r h" a 16.26ac.. 26 20.9 0,10%,10-^ RUTHfRFOND - - - -ZN - 600 ^---- '---- 94 rAC-----..... 6.42•K 9 r---j� r 6381 "'TRANSFERrifD TO NfW , qf; E I rc0 A: v 9 PAG[' (SEE PG. 49) ct 4 1 Wl 4t Q I— t F . i. S1QN OLIVE ROAD ' AP•: !! 8 3G- 917 Pc! Mrs. r: 3n 44 nr. 36 Ac! 4OAC ♦OAC Assessor's Map No. 72 - '23 County of BUlte, Calif. AGRICULTURAL AFFIDAVIT EMPLOYER/EMPLOYEE Please read the following carefully before signing: Section 24-305.020 Agriculture Employer/ Employee (Applicable only in zones A -S, A-10, A-15, A-20, A-40 and A-160) An individual who verified, by personal affidavit and by affidavit of his employer, that he is, or will be, employed at least thirty-two (32) hours per week for at least sixteen (16) weeks per year, or that his primary source of annual income is, or is anticipated to be, derived from any of the following described occupations: (a) The preparation, care and treatment of farm land, pipelines or ditches, including leveling for agriculture purposes, plowing, discing and fertilizing the soil; (b) The sowing and planting of any agricultural or horticultural commodity; (c) The care of any agricultural or horticultural commodity. As used in this subdivision, 11 care includes, but is not limited to, cultivation, irrigation, weed control, thinning, heating, pruning or tieing, fumigating, spraying and dusting; (d) The harvesting of any agricultural or horticultural commodity including, but not limited to, picking, cutting, threshing, field packing and placing in field containers or in the vehicle in which the commodity will be hauled on the farm or to the place of first processing; (e) The assembly and storage of any agricultural or horticultural commodity including but not limited to, loading, roadsiding, banking, stacking, binning and piling; (f) The raising, feeding and management of livestock, fur -bearing animals, bees, fish, frogs and other aquatic animals, including but not limited to, herding, housing, hatching, milking, shearing, handling eggs and extracting honey; (g) The operation, conservation, improvement or maintenance of- such farm and its tools and equipment. This affidavit is valid only for the .named employee. Any change of employee requires a new affidavit to be filed. Emplo tax record y req ested as proof of employment status. Signed: Dated: 0- -L_-0 1 AGRICULTURAL AFFIDAVIT ��P <o c=& Employer Phone8�-Zll Employer's Address 4 F:6�7 +E �QvAt_4_:= TQ. Name of Property Owner JtMt., A%4 c.e ,?e5re a M rw2r__� M 4CE2-v7tZr Property Owner's Address Owner's Assessor's Parcel Number 0.7 Z - ?_-3® - 0 2-40 Parcel Size ( (O Ac. 1, /71-4 si 1;:-1- o perjury, that I am the employer of address (present) r do declare, subject to the penalty of and that I will be employer under Section 24-305.020 for at least thirty-two (32) hours per a) t (g) week for at least sixteen (16) weeks per year on AP# l721 - d -3-c!" -0?- '0 Signed: Dated: !L - - 0 I *************************************************************************************** Environmental Health Approval: Permit Description and Number Datelssued / / — 2 -0 1 By LWaW77, K Planning Approval: Date - O/ zone A--- S Dwelling on AP# Crop/Commodity Produced AGRICULTURAL AFFIDAVIT t-�i pGo yc� Employee ZTm t�,,,/ Phone X89- afr f Employee's Address (Present) Name of Property Owner FA Property Owner's AddressA-TH2.�AzE Owner's Assessor's Parcel Number 072__ -230.-c>7 -,o Parcel Size I (00 Ac. I, -4,,J dh �rrrzLm , do declare, subject to the penalty of perjury, that I am the employee of A�—e(Ke r address (present) 5 ,�-�c�` and that I will be employee under Section 24-305.020 for at least thirty-two (32) hours per (a o (g) week f �at least si en ( wee er year on AP# Signed: 0;P, - a 3,f - o r Dated: 1 � - '-?— - n *************************************************************************************** Environmental Health Approval: Permit Description and Number Datelssued Planning Approval: Date L - of - o /' Zone Dwelling on AP# VA -7 Crop/Commodity Produced ,_ AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 AGRICULTURAL. STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date' V\- 5 -(0 f State of California County ofd, On S�C�\ before personally appeared �� ,� C'aC�� v Personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNES hand and official eal. Signature eal A.P. 4 Recorded 0ffficIal Records i REC FEE 22. CA i COPIES J. t% County of i Ai. i E i CANDACE 3- 133i!i s i Recorder I ROSEMARY DICKSOE! ! Assist -ant Cindy 10:08AM 05•-Hov-2001 I gage 1 of 6 AGRICULTURAL. STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date' V\- 5 -(0 f State of California County ofd, On S�C�\ before personally appeared �� ,� C'aC�� v Personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNES hand and official eal. Signature eal A.P. 4 ORDER NO. BU -177213-3 DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I: (A PORTION OF AP# 072-230-010-000) ALL THAT PORTION OF THE EAST HALF OF THE WEST HALF OF THE NORTH THREE-FOURTHS OF SECTION 30, TOWNSHIP 19 NORTH, RANGE 5 EAST, M.D.B. & M., AND ALL THAT PORTION OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 19, TOWNSHIP 19 NORTH, RANGE 5 EAST, M.D.B. & M., LYING EAST OF THE CENTERLINE OF THE WYANDOTTE-MINER'S RANCH ROAD. THE CENTERLINE OF SAID ROAD BEING LOCATED ALONG THE LINE DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE SOUTH LINE OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF SAID SECTION 30, FROM WHICH THE SOUTHWEST CORNER OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF SAID SECTION 30 BEARS NORTH 87 DEG. 47' WEST A DISTANCE OF 1515.41 FEET; THENCE ALONG THE CENTERLINE OF SAID WYANDOTTE-MINER'S RANCH ROAD THE FOLLOWING COURSES AND DISTANCES: NORTH 3 DEG. 04' EAST, 980.90 FEET; THENCE ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 2000 FEET, AN ARC DISTANCE OF 229.80 FEET; THENCE NORTH 9 DEG. 39' EAST 580.30 FEET; THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 5000 FEET, AN ARC DISTANCE OF 138.17 FEET; THENCE NORTH 8 DEG. 04' EAST, 672.44 FEET; THENCE ALONG AN ARC ON A CURVE TO THE RIGHT WITH A RADIUS OF 1000 FEET, AN ARC DISTANCE OF 226.89 FEET; THENCE NORTH 21 DEG. 04' EAST 348.44 FEET; THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 1000 FEET, AN ARC DISTANCE OF 133.23 FEET; THENCE NORTH 13 DEG. 26'�EAST 1207.02 FEET; THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 1000 FEET, AN ARC DISTANCE OF 180.29 FEET TO A POINT LOCATED ON THE NORTH LINE OF THE SOUTH HALF OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF SAID SECTION 19 AND FROM WHICH POINT THE SOUTHWEST CORNER OF SAID SECTION 19 BEARS NORTH 88 DEG. 33' WEST 564.21 FEET AND SOUTH 71 DEG. 10' 09" WEST 1906.47 FEET DISTANT. EXCEPTING THEREFROM THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 30, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN THE CENTERLINE OF THE WYANDOTTE -MINER' S RANCH ROAD, FROM WHICH POINT THE SOUTHWEST CORNER OF THE NORTH HALF OF THE SOUTHWEST QUARTER BEARS SOUTH 3 DEG. 04' WEST 125.00 FEET AND NORTH 87 DEG. 47' WEST 1515.41 FEET DISTANT; THENCE FROM THE .SAID POINT OF BEGINNING, 'NORTH 03 DEG. 04' EAST 855.90 FEET; THENCE CONTINUING ALONG THE CENTERLINE OF SAID ROAD, ON A CURVE TO THE RIGHT WITH A RADIUS OF 2000 FEET, AN ARC DISTANCE OF 138.46 FEET; THENCE LEAVING THE CENTERLINE OF SAID ROAD, SOUTH 86 DEG. 56' EAST, 115.20 FEET; THENCE SOUTH 26 DEG. 32' EAST 97:18 FEET; THENCE SOUTH CONTINUED ORDER NO. BU -177213-3 PARCEL I• CONTINUED 86 DEG. 56' EAST 157.00 FEET; THENCE SOUTH 3 DEG. 04' WEST 110.00 FEET; THENCE SOUTH 19 DEG. 46' WEST 104.40 FEET; THENCE SOUTH 1 DEG. 55' WEST 100.00 FEET; THENCE SOUTH 22 DEG. 34' EAST 110.45 FEET; THENCE SOUTH 45 DEG. 22' WEST 135.20 FEET; THENCE SOUTH 20 DEG. 25' WEST 83.81 FEET; THENCE.SOUTH 9 DEG. 29' WEST 80.50 FEET; THENCE SOUTH 5 DEG. 13' WEST 80.06 FEET; THENCE SOUTH 24 DEG. 38' EAST 90.35 FEET; THENCE SOUTH 51 DEG. 50' EAST 108.67 FEET; THENCE. NORTH 89 DEG. 49' WEST 348.37 FEET TO THE POINT OF BEGINNING. ALSO EXCEPTING THEREFROM THAT PORTION OF SECTION 30, TOWNSHIP 19 NORTH, RANGE 5 EAST, M.D.B. & M., DESCRIBED IN A DEED EXECUTED BY WALTER LEE BRAY, ET AL, TO LAURENCE E. GRIFFIN, ET AL, WHICH DEED WAS DATED JANUARY 10, 1946 AND RECORDED JANUARY 15, 1946, IN BOOK 390, PAGE 58, OFFICIAL RECORDS. SAID PORTION BEING DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF SECTION 30, TOWNSHIP 19 NORTH, RANGE 5 EAST, M.D.B. & M., WITH THE CENTERLINE OF THE WYANDOTTE-MINER'S RANCH ROAD; THENCE ALONG THE CENTERLINE OF SAID ROAD BY THE FOLLOWING COURSES AND DISTANCES: NORTH 1 DEG. 38' WEST 708.5 FEET; THENCE NORTH 0 DEG. 42' WEST 210.9 FEET; THENCE NORTH 0 DEG. 27' EAST 159.6 FEET; AND NORTH 1 DEG. 32' EAST 220.5 FEET TO THE TRUE POINT OF BEGINNING OF THE.PARCEL OF LAND HEREBY DESCRIBED; THENCE LEAVING SAID 'ROAD" NORTH 88 DEG. 54' EAST 350 FEET; THENCE NORTH 1 DEG. 43' EAST 125.0 FEET; THENCE SOUTH 88 DEG. 54' WEST 350 FEET TO THE CENTERLINE OF THE ROAD ABOVE REFERRED TO; THENCE SOUTH 1 DEG. 43' WEST ALONG THE CENTERLINE OF SAID ROAD 125.00 FEET TO THE POINT OF BEGINNING. ALSO EXCEPTING THEREFROM THAT PORTION OF SECTION 30, TOWNSHIP 19 NORTH, RANGE 5 EAST, M.D.B. & M., DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF LOT B, AS SHOWN ON THAT CERTAIN MAP ENTITLED, WYANDOTTE ACRES UNIT NO. 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 15, 1948, IN BOOK 16 OF MAPS, AT PAGE(S) 15, 16 AND 17, BEING IN THE CENTERLINE OF THE WYANDOTTE- MINER'S RANCH ROAD; THENCE NORTHERLY ALONG THE CENTERLINE OF SAID ROAD, BEING A CURVE CONCAVE TO EAST, HAVING A RADIUS OF 2000.00 FEET, AN ARC DISTANCE OF 93.96 FEET TO THE END OF SAID CURVE; THENCE CONTINUING ALONG THE CENTERLINE OF SAID ROAD NORTH 9 DEG. 39' EAST 543.48 FEET TO A POINT; THENCE LEAVING SAID ROAD CENTERLINE SOUTH 80 DEG. 38' EAST 263.9 FEET TO A POINT, WHICH IS THE TRUE POINT OF BEGINNING FOR THE PARCEL HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING, NORTH 7 DEG. 38' WEST 152.5 FEET THENCE NORTH 3 DEG. 08' EAST 160.5 FEET_; THENCE NORTH 19 DEG. 07' WEST 141.8 FEET; THENCE NORTH 22 DEG. 40' WEST 305.4 FEET TO A POINT IN THE CENTERLINE OF SAID ROAD; THENCE NORTH 9 DEG. 52' EAST CONTINUED ORDER NO. BU -177213-3 PARCEL I• CONTINUED 330.0 FEET TO A POINT IN SAID ROAD, APPROXIMATELY 2 FEET EAST OF THE CENTERLINE OF SAID ROAD; THENCE SOUTH 89 DEG. 49' EAST, A DISTANCE OF 116.70 FEET; THENCE SOUTH 6 DEG. 26' EAST 200.3 FEET; THENCE NORTH 84 DEG. 48' EAST, 452.6 FEET; THENCE SOUTH 37 DEG. 12' EAST 323.10 FEET; THENCE SOUTH 5 DEG. 35' WEST 326.0 FEET; THENCE SOUTH 55 DEG. 31' WEST 425.0 FEET; THENCE SOUTH 76 DEG. 23' WEST 292.2 FEET TO THE TRUE POINT OF BEGINNING. ALSO EXCEPTING THEREFROM ALL THAT PORTION DEEDED TO THE COUNTY OF BUTTE BY DEED DATED MARCH.3, 1970 AND RECORDED MARCH 4, 1970, IN BOOK 1604, PAGE 410, OFFICIAL RECORDS. PARCEL II: (A PORTION OF AP# 0727230-010-000) THE SOUTH 22 ACRES OF THE WEST HALF OF THE SOUTHEAST QUARTER OF SECTION 19 AND THE WEST HALF OF THE NORTHEAST QUARTER OF SECTION 30 AND THE NORTH HALF OF THE SOUTHEAST QUARTER OF SECTION 30; THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 29 AND THE EAST HALF OF THE WEST HALF OF SECTION 29 AND THE SOUTHEAST QUARTER OF SECTION 29, ALL IN TOWNSHIP 19 NORTH, RANGE 5 EAST, M.D.B. & M. EXCEPTING FROM THE SOUTHEAST QUARTER OF SECTION 29, A 22.50 ACRE TRACT OF LAND DESCRIBED IN A DEED TO THE WYANDOTTE AND MILLING COMPANY, RECORDED IN BOOK 107 OF DEEDS, PAGE 432, BUTTE COUNTY RECORDS. ALSO EXCEPTING THEREFROM THAT PORTION OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP 19 NORTH, RANGE5 EAST, M.D.B. & M., DESCRIBED AS FOLLOWS: COMMENCING AT THE SECTION CORNER COMMON TO SECTIONS 29, 30, 31 AND 32 IN SAID TOWNSHIP AND RANGE AND RUNNING THENCE SOUTH 89 DEG. 38' WEST ALONG THE LINE COMMON TO SAID SECTIONS 30 AND 31, A DISTANCE OF 3722 FEET TO AN IRON PIN IN THE CENTER OF THE WYANDOTTE-MINER'S RANCH ROAD; THENCE NORTHERLY ALONG. THE CENTERLINE OF SAID ROAD, NORTH 1 DEG. 32' WEST 680 FEET TO THE SOUTHWEST CORNER OF THE PARCEL OF LAND DESCRIBED IN THE AGREEMENT FOR SALE BY WILLIAM RICHTER, ET UX, TO JOHN S. CHERRY,,ET UX, RECORDED DECEMBER 5, 1949, IN BOOK 528, PAGE 141, OFFICIAL RECORDS; THENCE ALONG THE BOUNDARY OF SAID CHERRY PARCEL THE FOLLOWING COURSES AND DISTANCES: ALONG THE CENTERLINE OF SAID ROAD NORTH 1 DEG. 32' WEST 399 FEET; THENCE NORTH 89 DEG. 20' EAST 1087.2 FEET; THENCE NORTH 00 DEG. 43' WEST 220.5.FEET AND NORTH 89 DEG. 49' EAST 153.0 FEET TO A POINT IN THE*MOST NORTHERLY LINE OF SAID CHERRY PARCEL, AND BEING THE TRUE POINT OF BEGINNING FOR THE'PARCEL HEREIN DESCRIBED; THENCE FROM THE TRUE POINT OF BEGINNING, NORTH 13 DEG. 02' EAST 150.0 FEET; THENCE NORTH 11 DEG. 20' WEST 632.5 FEET; THENCE NORTH 88 DEG. 39' EAST 761.7. FEET; THENCE SOUTH 1 DEG. 02' WEST 212:7 FEET; THENCE NORTH CONTINUED ORDER NO. BU -177213-3 PARCEL II• CONTINUED 88 DEG. 48' EAST 495.9 FEET; THENCE SOUTH 16 DEG. 05' WEST 604.0 FEET, MORE OR LESS, TO A POINT IN THE EASTERLY PROJECTION OF THE MOST NORTHERLY BOUNDARY OF SAID CHERRY PARCEL; THENCE SOUTH 89 DEG. 49' WEST ALONG THE SAID EASTERLY PROJECTION AND THE NORTHERLY LINE OF SAID CHERRY PARCEL A DISTANCE OF 1009.40 FEET TO THE POINT OF BEGINNING. ALSO EXCEPTING THEREFROM THAT PORTION OF SECTION 30, TOWNSHIP 19 NORTH, RANGE 5 EAST, M:D.B. & M., DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF LOT 3, AS SHOWN ON THAT CERTAIN MAP ENTITLED, WYANDOTTE ACRES UNIT NO. 111, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 15, 1948, IN BOOK 16 OF MAPS, AT PAGE(S) 15, 16.AND 17, BEING IN THE CENTERLINE OF THE WYANDOTTE MINER'S RANCH ROAD; THENCE NORTHERLY -ALONG THE CENTERLINE OF SAID ROAD, BEING A CURVE CONCAVE TO EAST, HAVING A RADIUS OF 2000.00 FEET, AN ARC DISTANCE OF 93.96 FEET TO THE END OF SAID CURVE; THENCE CONTINUING ALONG THE CENTERLINE OF SAID ROAD, NORTH 9 DEG. 39' EAST 543.48 FEET TO A POINT; THENCE LEAVING SAID ROAD CENTERLINE SOUTH 80 DEG. 38' EAST 263.9 FEET TO A POINT, WHICH IS THE TRUE POINT OF.BEGINNING FOR THE PARCEL HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING, NORTH 7 DEG. 38' WEST 152.5 FEET; THENCE NORTH 3 DEG. 08' EAST 160.5 FEET; THENCE NORTH 19 DEG. 07' WEST 141.8 FEET; THENCE NORTH 22 DEG. 40' WEST 305.4 FEET TO A POINT IN THE CENTERLINE OF SAID ROAD; THENCE NORTH 9 DEG. 52' EAST 330.00 FEET TO A POINT IN SAID ROAD, APPROXIMATELY 2 FEET EAST OF THE CENTERLINE OF SAID ROAD; THENCE SOUTH 89 DEG. 49' EAST, A DISTANCE OF 116.70 FEET; THENCE SOUTH 6 DEG. 26' EAST 200.3 FEET; THENCE NORTH 84 DEG. 48' EAST, 452.6,FEET; THENCE SOUTH 37 DEG. 12' EAST 323.10 FEET; THENCE SOUTH 5 DEG. 35' WEST 326.0 FEET; THENCE SOUTH 55 DEG. 31' WEST 425.0 FEET; THENCE SOUTH 76 DEG. 23' WEST 292.2 FEET TO THE TRUE POINT OF BEGINNING. PARCEL III: (AP# 072-230-020-000) THE WEST HALF OF .THE NORTHWEST QUARTER OF SECTION 29 AND THE EAST HALF OF THE NORTHEAST QUARTER OF SECTION 30, ALL IN TOWNSHIP 19 NORTH, RANGE 5 EAST, M.D.B. & M. PARCEL IV: (072-490-012-000) a A PARCEL OF LAND ,IN SOUTHEAST QUARTER OF SOUTHWEST QUARTER OF SECTION 30, TOWNSHIP 19 NORTH, RANGE 5.EAST, M.D.B. & M., DESCRIBED AS COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF WYANDOTTE- BIDWELL BAR COUNTY ROAD, WITH THE SOUTH LINE OF SAID SECTION 30; THENCE NORTHERLY ALONG SAID CENTERLINE OF SAID ROAD 1079 FEET; THENCE NORTH 89 DEG. 20' EAST, 1087.20 FEET -TO CORNER OF LANDS OF ONE WILLIAM RICHTER, AS DESCRIBED IN DEED TO HIM, OF RECORD IN BOOK CONTINUED ORDER NO. BU=177213-3 PARCEL IV• CONTINUED 257, PAGE 311, OFFICIAL RECORDS; THENCE NORTH 0 DEG. 43' WEST ALONG A LINE OF THE LAND SO DESCRIBED IN SAID DEED TO WILLIAM RICHTER, 220.50 FEET TO THE SOUTH LINE OF'THE NORTH HALF OF THE SOUTH HALF OF SAID SECTION 30; -THENCE WEST ALONG SAID LAST MENTIONED LINE TO THE CENTERLINE OF SAID WYANDOTTE-BIDWELL BAR ROAD; THENCE SOUTHERLY ALONG THE CENTERLINE OF SAID COUNTY ROAD TO THE POINT OF COMMENCEMENT. EXCEPTING THEREFROM THAT PORTION OF SAID SECTION DESCRIBED IN A DEED. EXECUTED BY WALTER BRAY, ET AL, TO SAMUEL P. CHASE, ET AL, WHICH DEED WAS DATED JANUARY 15, 1946 AND RECORDED DECEMBER 19, 1946; IN BOOK 416, PAGE 159, OFFICIAL RECORDS. SAID PORTION BEING DESCRIBED AS FOLLOWS: A PARCEL OF LAND IN SECTION 30, TOWNSHIP 19 NORTH, RANGE 5 EAST, M.D.B..& M., DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF WYANDOTTE MINER'S RANCH ROAD WITH THE SOUTH LINE OF SAID SECTION 30; THENCE ALONG THE CENTER OF SAID ROAD, NORTH 1 DEG. 38' WEST, 708.5 FEET; THENCE NORTH 0 DEG. 42' WEST, 210.9 FEET; THENCE NORTH 0 DEG. 27' EAST 159.6 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE CONTINUING ALONG THE CENTER OF SAID ROAD, NORTH 1 DEG. 32' EAST 220.5 FEET; THENCE LEAVING SAID ROAD, NORTH. 88 DEG. 54' EAST 262 FEET; THENCE SOUTH 34 DEG. 42' WEST, 271.6 FEET TO THE NORTH LINE OF LAND OF -WILLIAM RICHTER; THENCE SOUTH 88 DEG. 54' WEST ALONG SAID NORTH LINE, 113.2 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION. fj RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Owner: -- Building Permit Number: Plans Examiner: Glenn Gibbons A. P. Number: - ,- o�c:- — Q ad GENERAL: -I- Zoning requirements — (number of permitted living units). Plans signed by the designer. --� Proper description of work on the application. -4- Existing violations on the property. 5— Recorded notice of violation. .6!=- Building permit valuation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 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 openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). 10-1 Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling 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 than7 feet measured to the lowest projection from the ceiling (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 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which 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 Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building ICode section 302.4 exception #3). Zr"Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). ood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). 1i Smoke detectors (Uniform Building Code section 310.9.1). J Page 1 of 2 Y.5" Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Bearing walls 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: Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall 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 center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. `�3!Clerestory requiring balloon framing and/or engineering. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). "Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. �7! Roof construction details complete enough to construct building. ,•8! Fireplace construction details and calculations if necessary. --9' Garage door header size(s). -t6' Porch header size(s). _.14- Typical header size(s). Stud heights. 3 High expansive soil — special foundation design required. Retaining walls requiring design. Gypsum wallboard nailing inspection required. 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. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). oof pitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. 12. Energy design compliance and supporting documentation. ACDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: 1. ,oi SRA. 2. /❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. Page 2 of 2 MICHAEL M OONEY CIVIL ENGINEER RCE 20647 Butte County Development Services Department Building Division 7 County Center Drive* Oroville, CA 95965 Re: Truss calculations 5 A MA DRONE A VE. OROVILLE, CA 95966 (916) 533-2131 September 10, 2001 Mastelotto/Better Builders/ I have reviewed thtruss calculations for this job..My review includes identifying and locating loads in excess of 3.000 pounds. Where inadequate foundation elements have been revised to reflect a maximum design bearing load.of 1500 pounds per square foot. Thank you for your consideration and patience. y M M 9-30-01 MICHAEL M OONEY CIVIL ENGINEER RCE 20647 Butte County Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 Re: Truss calculations 5.4 MADRONE A VE. OROVILLE, CA 95966 (916) 533-2131 September 10, 2001 Mastelotto/Better Builders i I have reviewedthetruss calculations for this job..My review includes identifying /and locating loads in excess of 3000 pounds. Where inadequate,ifoundation elements have been revised to reflect a maximum design bearing load of 1500 pounds per square foot. Thank you for your consideration and patience. I es 9-30-01 N MICHAEL MOONEY CIVIL ENGINEER RCE 20647 Job Number 101-04-75 Job Name MastelottoBetter Builders Date 9/11/2001 Analysis UBC 1997 Dead Loads ' Live loads Roof Comp roof 6.0 1/2" plywood 1.5 Trusses 4 Insulation 1 1/2" Gyp 2.5 15 psf. 16 psf. Wall 1.0 8 psf. Plywood 1.5 Framing 1.5 1/2 gyp 2.5 23 Insulation 1.0 f. Floor Plywood 3.0 40.0 Trusses 4.0 Insulation 1.0 8 psf. Page 1/7 Wind Loads P = Ce Cq q I where Exposure B Ce =0.62 @ 15 feet Cq =0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I =1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic V=2.5CaIW/IAR C8=0.36, I= 1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot Friction = 0.35 Lateral bearing = 250 psf/ft. .: d®TTE �4®I 'BUILDING DEPARTMEIy APPROVED Crj -T" CD m f-;,) 7D (71 F7 - Ii. Iii -D, j F I L:t. r-1155 12'Ci 1 04�3 - I D: 1-011--.1,31FELL01r.) WHILSER CO. 0!40 P. [�I��L.� �0T►�is =cN� til 4�T U,noo � J�a-�c l.�mo f�iOw ��-. 7 VA once. ( � —2ct t 3 YC 20.2512 . - a < n. LU`A1,1_. 0-- (S- —7 <<c) L UWID 0.43 15-20 �.$o �2� ,� �►,2Yk2 � � �-O.3S ._ . . _o iS 4,!�b K. K qa-.2S _ .:._ 0, (ii-_ .. - 2 2 5�-`���u__�� �0� vsz�-201-_1\Kos . - � � �ti� ��-C�-tom � i�3 .,► -_ - . - - - A661mla- w Itv, _T wlw -._ ( � 1Gs2o 2�t1 �C3�iC_20.251-\1 = D.21 2-io X 215-4 20.2Sfi1\ = D su x .31 x 5 cC 2rJ ,? t- 11Jlr�,L ts-2o d, g� p.2 �1 eC Zee 2S = 6 T27 _ d-iS 4_•SU Xo.S�C _2c�-2S_ _ �- � . A� n Ce 1)- • _ Pte_.:��c _��.. .. _ .. :... _ ._ _ .. _.. . : � C C31 6 je t micl -est► ax- u :.: �r l __\lam T Cud P�Cqs-4 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 Job Number 101-04-75 Page 1 Name MastelottoBetter Builders 4�bJob Date 9/11/2001 Analysis UBC 1997 " Dead Loads Live loads Roof Comp roof . 6.0 1/2" plywood 1.5 Trusses 4 InstQation 1 1/2" Gyp 2.5 15 psf. 16 psf. Wall Plywood 1.5 Framing 1.5 1/2 gyp 2.5 Insulation 1.0 'psf. Floor Plywood 3.0 40.0. Trusses 4.0 Insulation 1.0 8 psf. Wind - Loads P = Ce Cq q I where 'Exposure B Ce =,0.6.2,@ 15 feet Cq = 0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph 0.67 @ 20 feet.' 0.7 out leeward roof - .w . I = 1 0.72 @ 25 feet . 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic V=2.5CaIW/1.4R Ca=0.36,I= 1,R=5.5/4.5 .Soil Bearing 1500 pounds per square foot C FE Friction = 0.35 l Lateral bearing = 250 psf/ft. ���' M F� 0 0. 7 x IV11.. - OF CA��F� G.e,VM /OJ",YL, FILE C19./12 Vt 04:4.") ID:LUNGFELLO�.,) LIAIDER CO. FP"l%'--5':10 E,93 3140 PPGE 2/ 10, TD i7 -D i I � II i i'.;I ,I . I i � I' (! ; I I I li � ! I i :�ii I : � . .r I i i I' ) II !I Ij .I I: �I � i i ,'I I ', r •. I � ; �� i I �I I ! d Ili � � II I� � .�.� . !� I � I°� it I, ; �,, .I ,I I I; ,� ,i i j I jl C ,, I r i? I� I! ��I° i �'� I I i i �'`�al�i�Il. ' 7J I � i F I !. .I :II r, 'I I. I. i' jE II ill ; � a 1, i ! I I; II I � l i l I � � I i �� I III !. 'i I. II � ! !! i I li moi, , 1. i I•. ! ;� j ;� .� I� � ;! 1 I ,, II � I i� � ,l I ; I � I• 1 , 'I i , ' i I. I I` I i' � II - �i I� . i. t � -r- I I �, f i� I I i !� � ; I'i �! r; ii I' � '; — i hl! r li I, is II I �� I I ii b II I I ,I IIS -- _ —' �!` � I. ;; �' ii i� I: , I � I j �;� jl I:' I: i� I � I j 1f i i! I! ji i li . I k i I. j .i �i j 'I �li . TD i7 -D FILE No—F-155 09/12 '01 04:5S LUMBER CO 014-D PAGE 7M 4;o :/7 ass 13 3? 6� ®r7 [UP, -4- 149 L+ �4 OL .0 _ , Z1� 2 Z MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 GENERAL TIMBER BEAM DESIGN Date: 09/12/01 BEAM DATA SPAN DATA - Timber Section --- ---- End Fixity Pin:Pin Center Span = Beam Width = 5.125 in Elastic Modulus = 1800000 psi Left Cantilever = Beam Depth = 12.00 in Beam Density = 35.0 pcf Right Cantilever = Lamination Thickness = 1.50 in Load Duration Factor = 1.25 UNBRACED LENGTHS Fb - Bending = 2400 psi Beam Wt. is Added to Loads Le : Center Span - Fv - Shear = 165 psi End Shear CaIC'd at Support Le : Left Cant. Fc - Bearing = 650 psi Le : Right Cant. _ APPLIED LOADS ....Area Req'd = Point Load: DL = 623.0 # LL = 586.0 # at 1.75 ft Right Point Load: DL = 957.0 # LL = 901.0 # at 4.00 ft 5.62 k Point Load: DL = 636.0 # LL = 598.0 # at 5.00 ft = Point Load: DL = 636.0 # LL = 598.0 # at 7.00 ft Max. @ Right = Point Load: DL = 636.0 # LL = 598.0 # at 9.00 ft Point Load: DL = 636.0 # LL = 598.0 # at 11.00 ft Point Load: DL = 636.0 # LL = 598.0 # at 13.00 ft = Point Load: DL = 602.0 # LL = 567.0 # at 15.00 ft ....used for dsgn = SUMMARY Deflections... USING 5.125 x 12.000 Beam, Bending = 66.51 %, Shear = 59.25% Page: 15.00 ft 0.00 ft 0.00 ft 2.00 ft 0.00 ft 0.00 ft Max. Pos Mom @ 7.02 ft= 20.31 k -ft Shear: Max. @ Left = 5.01 k Reactions... DL Maximum Max. Neg Mom @ 0.00 ft= 0.00 k -ft ....used for dsgn = 7.52 k Left = 2.64 k 5.01 k Max @ Left = 0.00 k -ft ....Area Req'd = 36.44 in2 Right = 2.95 k 5.62 k Max @ Right = 0.00 k -ft Max. @ Right = 4.45 k Max. Allow Moment = 30.53 k -ft ....used for dsgn = 6.68 k Deflections... fb : Max. Actual = 1981.1 psi ....Area Req'd = 32.37 in2 Center = -0.32 in -0.61 in Fb : Allowable = 2978.6 psi fv : Max. Actual = 122.21 psi ....Dist = 7.38 ft 7.380 ft Fv : Allowable = 206.3 psi ...L/Defl = 557 293 Ck = .81 1(E/Fb)'.5 = 19.87 Left = 0.00 in 0.000 in Cs = (LeD/B'2)'.5 = 4.83 Bearing Req'd @ Left = 1.50 in ...L/Deft = 0 0 Cv per UBC 2312.4.5 = 0.99 Bearing Req'd @ Right = 1.69 in Right - 0.00 in 0.000 in ...L/Deft = 0 0 vi .A A tii IT IA 111 T N Iw li1 � n� ti �-- frw I(iiui ,a, .M.. F11 LT, 111 at 1r)1 u1 IrAal Gai - -- TILn 01Ct0I DIV) T1 L1 01Lo 0,N 1NL^, WJ 01:301] 01J 011 01:1d] o{J - - T T t T T T T T r � T T I 1 IS:UU ! V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 09/12/01 Page: GENERAL TIMBER BEAM DESIGN V4.4C1 (c) 1983-96 ENERCALC 0.0 1.8 3.7 s.s 7.3 9.2 . 11.0 MICHAEL MOONEY, KW -0601576 SPAN DATA - BEAM DATA End Fixity Pin:Pin Center Span = 11.00 ft Timber Section ------- 5.125 in Elastic Modulus = 1800000 psi Left Cantilever = 0.00 ft Beam Width = 12.00 in Beam Density = 35.0 pcf Right Cantilever = 0.00 ft Beam Depth = 1.50 in Load Duration Factor = 1'25 UNBRACEDLENGTHS Lamination Thickness = = 2400 psi . Beam Wt. is Added to Loads Le : Center Span p = 2.00 ft Fb - Bending = 165 psi End Shear Calc'd at Support Le : Left Cant. = 0.00 ft Fv - Shear Le : Right Cant. - 0.00 ft 650 psi Fc - Bearing = APPLIED LOADS Point Load: DL = 636.0 # LL = 598.0 # at 1.00 ft Point Load: DL- = 636.0 # LL = 598.0 # at 3.00 ft Point Load: DL = 636.0 # LL = 598.0 # at 5.00 ft Point Load: DL = 636.0 # LL = 598.0 # at 7.00 ft Point Load: DL = 636.0 # LL = 598.0 # at 9.00 ft Point Load: DL = 602.0 # LL = 567.0 # at 11.00 ft SUMMARY USING 5.125 x 12.000 Beam, Bending = 31.36%, Shear = 40.7796 3.45 k " Reactions... DL Maximum Max. Pos Mom @ 5.02 ft= 9.64 k -ft Shear: Max. @ Left = 5.17 k Left 1.82 k 3.45 k Max. Neg Mom @ 1 1.00 ft= 0.00 k -ft ....used for dsgn = 25.07 in2 Right 2.13 k 4.06 k Max @ Left = 0.00 k -ft ....Area Req'd = Max @ Right = 0.00 k -ft Max. @ Right = 2.89 k Max. Allow Moment = 30.75 k -ft ....used for dsgn = 4.33 k 20.99 in2 Deflections... Center = -0.08 in -0.16 in fb : Max. Actual = 940.7 psi ....Area Req'd - = 3000.0 psi fv : Max. Actual = 84.09 psi ....Dist 5.50 ft 5.500 ft Fb :Allowable Fv : Allowable = 206.3 psi ...L/Defl = 1609 848 Left = 0.00 in 0.000 in Ck = .811(E/Fb)'.5 = 19.87 - 4.83 Bearing Req'd @ Left = 1.03 in ...L/Deft = 0 0 Cs = (LeD/8'2)'.5 Cv UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = 1.22 in Right 0.00 in 0.0000 in per. ...L/Defl 0 %D© 000 �0 NW me NN e aNi i ri' i' Ln :1 _ g�ll lfifi 811 ola 6!i li�li J � --' - A _- -. uJ LI�J LJIJ LIIJ Vj� �J e..n•wr -.•.... ..-rr ••.... _-_'-_- V4.4C1 (c) 1983-96 ENERCALC 0.0 1.8 3.7 s.s 7.3 9.2 . 11.0 MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIC ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 GENERAL TIMBER BEAM DESIGN I L 1 Date: 09/12/01 Page: ...L/Deft = 0 0 BEAM DATA SPAN DATA Timber Section - - - End Fixity Pin:Pin Center Span = 6.08 ft Beam Width = 5.500 in Elastic Modulus = 1600000 psi Left Cantilever = 0.00 ft Beam Depth = 11.25 in Beam Density = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 0.00 in Load Duration Factor = 1.25 UNBRACED LENGTHS Fb - Bending = 875 psi Beam Wt. is Added to Loads Le : Center Span = 2.00 ft Fv --Shear = 85 psi End Shear Calc'd at Support Le : Left Cant. _ 0.00 ft Fc - Bearing = 650 psi Le : Right Cant. = 0.00 ft APPLIED LOADS Point Load: DL = 470.0 # LL = 1325.0 # at 1.50 ft Point Load: DL = 470.0 # LL = 1325.0 # at 3.50 ft Point Load: DL = 470.0 # LL = 1325.0 # at 4.50 ft SUMMARY USING 5.500 x 11.250 Beam, Bending = 52.080/6, Shear = 65.04% Max. Pos Mom @ 3.50 ft = 5.51 k -ft Shear: Max. @ Left = 2.63 k Reactions... DL Maximum Max. Neg Mom @ 0.00 ft= 0.00 k -ft ....used for dsgn = 3.94 k Left = 0.72 k 2.63 k Max @ Left = 0.00 k -ft ....Area Req'd = 37.07 in2 Right = 0.78 k 2.85 k Max @ Right = - 0.00 k -ft Max. @ Right = 2.85 k Max. Allow Moment = 10.57 k -ft ....used for dsgn = 4.28 k Deflections... fb : Max. Actual = 569.6 psi ....Area Req'd = 40.24 in2 Center = -0.01 in -0.03 in Fb : Allowable = 1093.8 psi fv : Max. Actual = 69.10 psi ....Dist = 3.11 ft 3.113 ft Fv : Allowable = 106.3 psi ...L/Defl = 8079 2195 Ck = .811(E/Fb)'.5 = 31.02 Left = 0.00 in 0.000 in Cs = (LeD/B"2)'.5 = 4.27 Bearing Req'd @ Left = 0.73 in ...L/Defl = 0 0 Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = 0.80 in Right = 0.00 in 0.000 in ...L/Deft = 0 0 T T 1 1 1 1 1 L IIV 1 j V.VV j V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 .�I V1 .LIN .NN nia ei� Biu ui� ul� Lam r r � s V T T 1 1 1 1 1 L IIV 1 j V.VV j V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A'MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 09/13/01 GENERAL TIMBER BEAM DESIGN Ck = .811(E/Fb)'.5 = 22.21 Cs = (LeD/B"2)'.5 . = 4.03 Bearing Req'd @ Left = Cv per UBC 2312.4.5 = 0.95 Bearing Req'd @ Right = ununnuunnnnnnnnunnnnnnnnnnnnnnnlnlnnuunnnnnnnnnnnn ul�lllll��ll11111111 I11111111111111111111111111IIIII II IIII III II II IIIII111111111111111111111111111 i 1 , I Ic nn j 2.09 in 2.09 in Page: SPAN DATA BEAM DATA Center Span = Timber Section -------- End Fixity Pin:Pin Beam Width = 6.750 in Elastic Modulus = 1800000 psi Beam Depth = 13.50 in Beam Density = 35.0 pcf Lamination Thickness = 1.50 in Load Duration Factor = 1.00 Fb - Bending = 2400 psi Beam Wt. is Added to Loads Left Fv - Shear = 165 psi End Shear Calc'd at Support = 0 Fc - Bearing = 650 psi = 0.00 in 0.000 in ...L/Deft = 0 APPLIED LOADS Uniform Load @ Center Span: DL = 344.0 plf LL = 858.0 pif SUMMARY USING 6.750.x 13.500 Beam, Bending = 87.96%, Shear = 91.59% Max. Pos Mom @ 7.50 ft = 34.43 k -ft Shear: Max. @ Left = 9.18 k Max. Neg Mom @ 1'5.00 ft-- 0.00 k -ft ....used for dsgn = 13.77 k Max @ Left = 0.00 k -ft ....Area Req'd = 83.46 in2 Max @ Right = 0.00 k -ft Max. @ Right - = 9.18 k Max. Allow Moment = 39.14 k -ft ....used for dsgn = 13.77 k fb : Max. Actual = 2015.1 psi ....Area Req'd = 83.46 in2 Fb : Allowable = 2291.0 psi fv : Max. Actual = 151.13 psi Fv : Allowable = 165.0 psi Ck = .811(E/Fb)'.5 = 22.21 Cs = (LeD/B"2)'.5 . = 4.03 Bearing Req'd @ Left = Cv per UBC 2312.4.5 = 0.95 Bearing Req'd @ Right = ununnuunnnnnnnnunnnnnnnnnnnnnnnlnlnnuunnnnnnnnnnnn ul�lllll��ll11111111 I11111111111111111111111111IIIII II IIII III II II IIIII111111111111111111111111111 i 1 , I Ic nn j 2.09 in 2.09 in Page: SPAN DATA DL Center Span = 15.00 ft Left Cantilever = 0.00 ft Right Cantilever = 0.00 ft UNBRACED LENGTHS Deflections... Le : Center Span = 2.00 ft Le': Left Cant. = 0.00 ft Le : Right Cant. = 0.00 ft Reactions... DL Maximum Left = 2.75 k 9.18 k Right. = 2.75 k 9.18 k Deflections... Center = -0.17 in -0.56 in ....Dist = 7.50 ft 7.500 ft ...L/Deft = 1075 322 Left = 0.00 in 0.000 in ...L/Deft = 0 0 Right = 0.00 in 0.000 in ...L/Deft = 0 0 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 09/12/01 Page: i! GENERAL TIMBER BEAM DESIGN l unmm�nnnnuunnnnnnuunnununnununnnnnnnnnununnuuuuui unnnnnnnnnnnnunnnunnnnnnnuunnnnlnununnnnnnununnnnl 4A on 1 I -?.VV 1 V4.4C1 (c) 1983-96 ENERCALC SPAN DATA BEAM DATA Timber Section ------ End Fixity Pin:Pin Beam Width = 6.750 in Elastic Modulus = 1800000 psi Beam Depth = 12.00 in' Beam Density = 35.0 pcf Lamination Thickness = 1.50 in Load Duration Factor = . 1.00 Fb - Bending = 2400 psi Beam Wt. is Added to Loads Fv - Shear = 165 psi End Shear Calc'd at Support Fc - Bearing = 650 psi Max. Allow Moment = unmm�nnnnuunnnnnnuunnununnununnnnnnnnnununnuuuuui unnnnnnnnnnnnunnnunnnnnnnuunnnnlnununnnnnnununnnnl 4A on 1 I -?.VV 1 V4.4C1 (c) 1983-96 ENERCALC SPAN DATA APPLIED LOADS Uniform Load @ Center Span: DL = 141.0 plf LL = 576.0 plf 0.00 ft Right Cantilever = SUMMARY - USING 6.750 x 12.000 Beam, Bending = 64.37%, Shear = 61.18% Max. Pos Mom @ 7.40 ft= 20.17 k -ft Shear: Max. @ Left = Max. Neg Mom @ 0.00 ft= 0.00 k -ft ....used for dsgn = Max @ Left = 0.00 k -ft ....Area Req'd = Max @ Right 0.00 k -ft Max. @ Right = Max. Allow Moment = 31.34 k -ft ....used for dsgn = fb : Max. Actual = 1494.1 psi ....Area Req'd = Fb : Allowable = 2321.2 psi fv : Max. Actual = 7.400 ft 165.0 psi Fv : Allowable = Ck = .811(E/Fb)".5 = 22.21 Cs = (LeD/B'2)'.5 = 3.66 Bearing Req'd @ Left = Cv per UBC 2312.4.5 = 0.97 Bearing Req'd @ Right = unmm�nnnnuunnnnnnuunnununnununnnnnnnnnununnuuuuui unnnnnnnnnnnnunnnunnnnnnnuunnnnlnununnnnnnununnnnl 4A on 1 I -?.VV 1 V4.4C1 (c) 1983-96 ENERCALC SPAN DATA Center Span = 14.80 ft Left Cantilever = 0.00 ft Right Cantilever = 0.00 ft UNBRACEDLENGTHS Left Le : Center Span = 2.00 ft Le : Left Cant. = 0.00 ft Le : Right Cant. = 0.00 ft MICHAEL MOONEY, KW -0601576 5.45 k Reactions... DL Maximum 8.18 k Left = 1.19 k 5.45 k 49.56 in2 Right = 1.19 k 5.45 k 5.45 k 8.18 k Deflections... 49.56 in2 Center = -0.10 in -0.45 in 100.95 psi ....Dist = 7.40 ft 7.400 ft 165.0 psi ...L/Deft = 1791 391 Left = 0.00 in 0.000 in 1.24 in ...L/Defl = 0 0 1.24 in Right = 0.00 in 0.000 in ...L/Deft = 0 0 MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 09/12/01 GENERAL TIMBER BEAM DESIGN f3e� 8 unlnnnnnnnnnnnnnnnnununuununuuunnnnnnnunnnnunnnunl 111111111111111111111111111111111111111111111111111111111111111111111111111111111111 11111111111111 a A 1 i 1 1[ on 1 1. IU.UU 1 Page: G1 SPAN DATA BEAM DATA Timber Section -------- End Fixity Pin:Pin Beam Width = 5.125 in Elastic Modulus = 1800000 psi Beam Depth = 12.00.in Beam Density = 35.0 pcf Lamination Thickness = 1.50 in Load Duration Factor = 1.25 Fb - Bending = 2400 psi Beam Wt. is Added to Loads Fv - Shear = 165 psi End Shear Calc'd at Support Fc - Bearing = 750 psi Max. @ Right = unlnnnnnnnnnnnnnnnnununuununuuunnnnnnnunnnnunnnunl 111111111111111111111111111111111111111111111111111111111111111111111111111111111111 11111111111111 a A 1 i 1 1[ on 1 1. IU.UU 1 Page: G1 SPAN DATA APPLIED LOADS Uniform Load @ Center Span: DL = 243.0 plf LL = 169.0 plf 0.00 ft Right Cantilever = SUMMARY - USING 5.125 x 12.000 Beam, Bending = 49.90%, Shear = 42.41% Max. Pos Mom @ 8.40 ft= 15.06 k -ft Shear: Max. @ Left = Max. Neg Mom @ 16.80 ft= 0.00 k -ft ....used for dsgn = Max @ Left = 0.00 k -ft ....Area Req'd = Max @ Right = 0.00 k -ft Max. @ Right = Max. Allow Moment = 30.19 k -ft ....used for dsgn = fb : Max. Actual = 1469.5 psi ....Area Req'd - Fb : Allowable = 2945.0 psi fv : Max. Actual = 206.3 psi ...L/Defl Fv : Allowable = Ck = .811(E/Fb)'.5 = 19.87 Left Cs = (LeD/B"2)'.5 = 0.00 Bearing Req'd @ Left = Cv per UBC 2312.4.5 = 0.98 Bearing Req'd @ Right = unlnnnnnnnnnnnnnnnnununuununuuunnnnnnnunnnnunnnunl 111111111111111111111111111111111111111111111111111111111111111111111111111111111111 11111111111111 a A 1 i 1 1[ on 1 1. IU.UU 1 Page: G1 SPAN DATA Center Span = 16.80 ft Left Cantilever = 0.00 ft Right Cantilever = 0.00 ft UNBRACED LENGTHS Left Le : Center Span = 0.00 ft Le : Left Cant. = 0.00 ft Le : Right Cant. = 0.00 ft V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 3.59 k Reactions... DL Maximum 5.38 k Left = 2.17 k 3.59 k 26.08 in2 Right =. 2.17 k 3.59 k 3.59 k 5.38 k Deflections... 26.08 in2 Center = -0.35 in -0.58 in 87.47 psi ....Dist = 8.40 ft 8.400 ft 206.3 psi ...L/Defl = 579 350 Left = 0.00 in 0.000 in 0.93 in ...L/Deft = 0 0 0.93 in Right = 0.00 in 0.000 in ...L/Defl = 0 0 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 09/12/01 GENERAL TIMBER BEAM DESIGN Page: mrmmmrrmnrm 111111111111111111111111 unnnnnnnnnunmmnnnnnnnnnnnnnnnnunnunnnnnunnnnnnnn a �� M -� �.-. 1 �' �� 1 � � �J f t 1 1 / 1 1 1 � 7� O� � V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 BEAM DATA SPAN DATA Timber Section ----- End Fixity Pin:Pin Center Span = 16.80 ft Beam Width = 6.750 in Elastic Modulus = 1800000 psi Left Cantilever = 0.00 ft Beam Depth = 15.00 in Beam Density = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 1.50 in Load Duration Factor = 1.25 UNBRACED LENGTHS Fb -Bending = 2400 psi Beam Wt. is Added to Loads � Le :Center Span = 0.00 ft Fv -Shear = 165 psi End Shear Calc'd at Support Le :Left Cant. = 0.00 ft Fc -Bearing = 750 psi Le :Right Cant. = 0.00 ft APPLIED LOADS Uniform Load @Center Span: DL = 148.0 plf LL = 590.0 plf Trapezoidal Load: DL: 80.Oplf @ Ift, 80.Oplf @ rt from 0.00 ft to 4.00 ft Point Load: DL = 3990.0 # LL = 3050.0 # at 4.00 ft SUMMARY USING 6.750 x 15.000 Beam, Bending = 73.15%, Shear = 86.57% Max. Pos Mom @ 6.18 ft= 43.23 k -ft Shear: Max. @Left = . 12.05 k Reactions... DL Maximum Max. Neg Mom @ 0.00 ft= 0.00 k -ft ....used for dsgn = 18.08 k Left = 4.77 k 12.05 k Max @Left = 0.00 k -ft ....Area Req'd = 87.65 int � Right = 2.44 k 8.12 k Max @Right = 0.00 k -ft Max. @Right = � 8.12 k Max. Allow Moment = 59.10 k -ft ....used for dsgn = 12.18 k Deflections... fb :Max. Actual = 2049.5 psi ....Area Req'd 59.06 int Center = -0.23 in -0.64 in Fb :Allowable = 2801.8 psi fv :Max. Actual = 178.54 psi ....Dist = 7.80 ft 7.997 ft Fv :Allowable = 206.3 psi ...LlDefl = 880 315 Ck = .811(E/Fb)'.5 = 19.87 Left = 0.00 in 0.000 in Cs = (LeD/8'21'.5 = 0.00 Bearing Req'd @Left = 2.38 in ...L/Defl = 0 0 Cv per UBC 2312.4.5 = 0.93 Bearing Req'd @Right = 1.60 in Right = 0.00 in 0.000 in ...L/Deft = 0 0 mrmmmrrmnrm 111111111111111111111111 unnnnnnnnnunmmnnnnnnnnnnnnnnnnunnunnnnnunnnnnnnn a �� M -� �.-. 1 �' �� 1 � � �J f t 1 1 / 1 1 1 � 7� O� � V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A' MADRONE AVE OROVILLE, CA 95966 530-533-2131 GENERAL TIMBER BEAM DESIGN Timber Section Beam Width Beam Depth Lamination Thickness Fb.- Bending Fv - Shear Fc - Bearing Date: 09/12/01 BEAM DATA ------ End Fixity Pin:Pin = 6.750 in Elastic Modulus = 1800000 psi = 13.50 in Beam Density = 35.0 pcf = 1.50 in Load Duration Factor = 1.00 = 2400 psi Beam Wt. is Added to Loads = 165 psi End Shear Calc'd at Support = 650 psi SPAN DATA Center Span = Left Cantilever = Right Cantilever = UNBRACED LENGTHS Le : Center Span = Le : Left Cant. _ Le : Right Cant. APPLIED LOADS Uniform Load @ Center Span: DL = 150.0 plf LL = 570.0 plf Trapezoidal Load: DL: 80.Oplf @ Ift, 80.Oplf @ rt LL: O.Oplf @ Ift, 4.Oplf @ rt from 0.00 ft to 0.00 ft Point Load: DL = 2170:0 # LL = 1420.0 # at 4.00 ft SUMMARY USING 6.750 x 13.500 Beam, Bending = 78.97%, Shear = 87.88% Max. Pos Mom @ 6.36 ft= 30.91 k -ft Shear: Max. @ Left = 8.81 k Reactions... Max. Neg Mom @ 15.00 fl� -0.00 k -ft ....used for dsgn = 13.21 k Left Max @ Left = 0.00 k -ft ....Area Req'd = 80.08 in2 Right Max @ Right = 0.00 k -ft Max. @ Right = 7.14 k Max. Allow Moment = 39.14 k -ft ....used for dsgn = 10.72 k Deflections... fb : Max. Actual = 1809.2 psi ....Area Req'd = 64.94 in2 , Center Fb : Allowable = 2291.0 psi fv : Max. Actual = 145.00 psi ....Dist Fv : Allowable , = 165.0 psi ...L/Defl Ck = .811(E/Fb)'.5 = 22.21 Cs=,,(LeD/B'2)'.5 = 0.00 Bearing Req'd @ Left = Cv per UBC 2312.4.5 = 0.95 Bearing Req'd @ Right = 11111111111111 lilt uunliuonulilt III lilt lilt III lilt lilt lilt III lilt III III lilt III III lilt llulll uuuuunuuuuuuuuunuunuuuwnununuunununnuuuuuunuuuunuuuuuuuuuunuuuuuuuw fillIII]uuuuuunnuuunuuuuuuuunuuununuunuuuuuuuuIIIIII uuw uuuuuuuuiomuuuuuuunuuuuuuuuuunuuuurmuouuuuuumuuuuuuuuuuuuunuuuuuuuui I I I I I I I I I I I I I I I I I I I I11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 I I I I I I I I I 111111111111111 ununununw nuuuuuuuw Left 2.01 in ...L/Deft 1.63 in Right ...L/Deft uunuununuuuuuuuununun _ �ununnnnnnmuuunmuunuuunnunnuumm�nuuuuunuuuu nuuuununuuuunuuununuu•-i-ununnunuuunnnuuuuunuunnnuunuuununuuuuuuuuum uuununnnuuuuuuuunnnuu �i-.unuunnnnnununmm�unnnuuunnnnunnnuuuunnnnnnuu mnmuuulluuuuwmmnwml��.r��uuumununuuluuulunmwununnnulunnnunmuuwuuuuur _. _._.. . _. _. uuuuuuunuuuuunuunuuuuuunuuunununnuuuuunmuuunununmununnunnnuuuuuuuuur 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 m """"-` """ uuununuuuuuuunnunnnunuuuuuntill fill uunuuuu[fill III lilt nnunutill lilt III gill uuufill nnm IIIIIIIIIIIIIIIIIII IIII11111111111111 uuununnnn nuunnuuuu I I I I I I I I I I I I I I I I I I1 111111111111111111111111111111111111111111111 I I I I1111111111111111111111I I I1111111111111111111110111111111111111111 uuunununwmuunuununuuuunnnununnnnnuununnnununuuuuuununumumunuunnuuu IIII III I I II111111111111111IIIIIII11111111111IIII III111111111111111111I1111 III IIII IIII III IIII III1111II I I IIII II111111111 II111111111III1111�--y - - uunumuniuuuuunuunnnuuuuuuununnuurznnununnunnuuuuuuuuunnnnuunnnnunnun.�� Iwuuulunlulnllilt nnnuullilt mullilt nuuIII, lilt III nninIli lilt uuununuuuIli iin uuunnnuuuuuuuuuununuuunnnnununnnnuununnnnununuuuunwuunnununnnnuuunw uuuuunununuunuuununuuuunnuunnnnnlnununnnnuuunununuuuuuuuunununuuunuw uuuuununuuuunnununuuuuummuuunnunuuuuuuunununuuuunununuuuuuuunnunuuu uuuuuuunununnnunnunuuuuuuuununuuuu1111111111111nnunnnunuulnunnunnuunnnnnuuu_...__ _.__ ... _ _.__ .. uuuuumuuumuoomuuuuounumoumuuuunuuuiouuumiumnuiunuiuuunununummuuuu� uuuuuuuuuunwnuunuuunnnnnnunnuunnnllllllllllunuuunuuunnnuunuunnnnuluuuuuwi _ __ . _ _ _... uumnuunuuuuuuuuuuuuuunuuuuuuuuuunununnmuuunnnnunuununnnnuuunnnnnuuu lilnmuunnulununlluuuuuuuunrluuumnuulluuuuunnnununlnunuulluuuullrtunurinnnnuul lilt 1111111 loll fill [it lilt 1111111 lilt 1111111 lilt fill III III I III lilt fill fill 1111111 fill lot III] Jill III lilt lilt 111111111111111111 pill 1111111 uumnuunmuuuuuuuuuummmmnuinunuunuuuuuuuumunuuuuuuuuuumnuuunmonuuu umnununununununuuuumnnunluunuuuunnnwuuunnnnnuuuunununuuununnnnnnnun unnnuuunnnuuuuuuuunuunuuuuwununnnuuunnunnmuuuuuuuunnnunnnnuuunnuuuu nnmuuunununuuunuuuuuununuuuuuuuunununuuuuunnunnnnnuunuuununnuuunuuw uunuununuuuuuuuuuunnnunnnnnnnnunuunnnnnuuwuuunmunnnunnnnnlnnuuuunuw uuununnnuuuuunuununumnunuuuuuuuunnnuuuuuununnnnnnnuuniuuuu nnuuunuuw nnnnununnnnnuunununuuuuuunuuuunnuunuuuuunnnuunuuununununuuuuuunnnww nuuuunwuuuuunnunuuuuuuuunuuuuunununuuunnnnunuuunuuuuuuuuunuuuuuunuui DL = 3.48 k 2.47 k = -0.19 in = 7.14 ft = 936 = 0.00 in = 0 0.00 in 0 Page: 15.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft Maximum 8.81 k 7.14 k -0.50 in 7.260 ft 357 0.000 in 0 0.000 in 0 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 09/12/01 Pa 6 GENERAL TIMBER BEAM DESIGN T T I 4zon ! nr j IV.VV j BEAM DATA SPAN DATA Timber Section - -- End Fixity Pin:Pin Center Span = 16.80 ft Beam Width = 1.500 in Elastic Modulus = 1600000 psi Left Cantilever = 0.00 ft Beam Depth = 11.25 in Beam Density = 35.0 pcf Right Cantilever = 5.25 ft Lamination Thickness = 0.00 in Load Duration Factor = 1.00 UNBRACED LENGTHS Fb - Bending 1045 psi Beam Wt. is Added to Loads Le : Center Span - 0.00 ft Fv - Shear = 95 psi End Shear Calc'd at Support Le : Left Cant. = 0.00 ft Fc - Bearing = 650 psi Le : Right Cant. = 0.00 ft APPLIED LOADS Uniform Load @ Center Span: DL = 6.0 plf LL = 40.0 plf Uniform Load @ Right Cantilever: DL = 6.0 plf LL = 40.0 plf SUMMARY USING 1.500 x 11.250 Beam, Bending = 61.65%, Shear = 43.22% Max. Pos Mom @ 8.22 ft - 1.70 k -ft Shear: Max. @ Left - 0.41 k Reactions... DL Maximum Max. Neg Mom @ 16.80 ft-- -0.14 k -ft, ....used for dsgn = 0.62 k Left = 0.08 k 0.41 k Max @ Left = 0.00 k -ft ....Area Req'd = 6.51 in2 Right = 0.15 k 0.72 k Max @ Right = -0.69 k -ft Max.-@ Right = 0.46 k Max. Allow Moment = 2.76 k -ft ....used for dsgn 0.69 k Deflections... fb : Max. Actual = 644.2 psi ....Area Req'd = 7.29 in2 Center = -0.05 in -0.30 in Fb : Allowable = 1045.0 psi fv : Max. Actual = 41.06 psi ....Dist = 8.05 ft 8.312 ft Fv : Allowable = 95.0 psi ...L/Defl = 4133 671 Ck = .811(E/Fb)'.5 = 31.73 Left = 0.00 in 0.000 in Cs = (LeD/B'2)'.5 = 0.00 Bearing Req'd @ Left = 0.42 in ...L/Deft = 0 0 Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = 0.74 in Right = 0.03 in 0.282 in ...L/Deft = 3869 447 nIUIlluun u l I I LLI1111111111111111111111111IIIIIIIInInIl1111n1111111111111111n11111111111111111IIIIIIIIIInn. I I I i Inn1 1 1 n I� - V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 T T I 4zon ! nr j IV.VV j J.CJ j V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A 'MADRONE AVE OROVILLE, CA 95966 530-533-2131 GENERAL TIMBER BEAM DESIGN 2 12 Date: 09/12/01 unnnnuunnnuuuunnunnnunnuunnnnnnnnnnu 1111111111111111111111111111 11111111111 I111111111111111II I111111IW11111 s a . 1 Ann 1 J.LJ I SPAN DATA BEAM DATA Center Span = Timber Section -------- End Fixity Pin:Pin Beam Width = 1.500 in Elastic Modulus = 1600000.psi Beam Depth = 11.25 in Beam Density = 35.0 pcf Lamination Thickness = 0.00 in Load Duration Factor = 1.00 Fb - Bending = 1045 psi Beam Wt. is Added to Loads Left Fv - Shear = 95 psi End Shear Calc'd at Support = 0 Fc - Bearing = 650 psi = 0.03 in 0.222 in ...L/Deft = 3806 APPLIED LOADS Uniform Load @ Center Span: DL = 8.0 plf LL = 53.0 plf SUMMARY USING 1.500 x 11.250 Beam, Bending = 56.87%, Shear = 43.02% Max. Pos Mom @ 6.92 ft = 1.57 k -ft Shear: Max. @ Left = 0.45 k Max. Neg Mom @ 14.00 ft-- -0.06 k -ft ....used for dsgn = 0.68 k Max @ Left = 0.00 k -ft ....Area Req'd = 7.13 in2 Max @ Right = -0.06 k -ft Max. @ Right = 0.46 k Max. Allow Moment = 2.76 k -ft ....used for dsgn = 0.69 k fb : Max..Actual = 594.2 psi ....Area Req'd = 7.26 in2 Fb : Allowable = 1045.0 psi fv : Max. Actual = 40.87 psi Fv : Allowable = 95.0 psi Ck = .811(E/Fb)'.5 = 31.73 Cs = (LeD/B'2)'.5 = 0.00 Bearing Req'd Co) Left = 0.46 in Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = 0.49 in unnnnuunnnuuuunnunnnunnuunnnnnnnnnnu 1111111111111111111111111111 11111111111 I111111111111111II I111111IW11111 s a . 1 Ann 1 J.LJ I SPAN DATA DL Center Span = 14.00 ft Left Cantilever = 0.00 ft Right Cantilever = 5.25 ft UNBRACEDLENGTHS Deflections... Le : Center Span = 0.00 ft Le : Left Cant. = 0.00 ft Le : Right Cant. = 0.00 ft Reactions... DL Maximum Left = 0.08 k 0.45 k Right = 0.11 k 0.48 k Deflections... Center = -0.03 in -0.19 in .:..Dist = 6.85 ft 7.000 ft ...L/Defl = 5163 869 Left = 0.00 in 0.000 in ...L/Deft = 0 0 Right = 0.03 in 0.222 in ...L/Deft = 3806 568 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN 11 l w�) WALL & FOOTING DATA Retained Height = 9.00 ft Wall Ht. above Soil = 1.00 ft Toe Width = 2.25 ft Heel Width = 3.00 ft Total Footing Width = 5.25 ft Footing Thickness = 12.00 in Key Depth = 0.00 in Key Width = 0.00 in Toe to Key Dist. = 0.00 ft SLIDING CHECK 0.0 ft Ftg/Soil Friction = 0.35 Soil to Neglect = 0.00 in Lateral Pressure = 1486 # - Passive Pressure = 239 # - Friction = 1655 # Add'I Force Required = 0.0 # SUMMARY Date: 09/12/01 VERTICAL LOADS ADJACENT FOOTING Axial DL on Stem = 670 plf Axial DL on Stem = 690 plf ....Eccentricity = -1.25 in Surcharge over Toe = 50.0 psf Surcharge over Heel = 0.0 psf Note: Toe Surcharge Resists Overturning SOIL DATA Allowable Bearing = Active Lateral = .....Max Press. _ .....Slope Press. _ Backfill Slope = Passive Press. _ Soil Density = Soil Ht over Toe = Page: LATERAL LOADS ADJACENT FOOTING Lateral Load Acting on 1500 psf Stem Above Soil = 0.00 psf Add'I Lateral Load 0.00 plf Dist to Load Start = 0.00 ft Dist to Load End = 0.00 ft Pressure @ Toe ADJACENT FOOTING Soil Press. Mult. 1500 psf Vertical Load = 0.0 # 30.0 pcf Load Eccentricity = 0.00 in 0.0 pcf Footing Width = 0.00 ft 0.0 pcf Ftg. CL to Wall = 0.00 ft 0.0 :1 Vert. Position of Ftg. = 4556 250.0 pcf ... Above/Below:(+/-] = 0.0 ft 110.0 pcf Spread Footing ? No 0.00 in 3192 ft-# Omit SP FOOTING DESIGN -Max. Shear @ Toe Pressure @ Toe = 1339.0 psf Soil Press. Mult. Toe Heel f'c Sloped Soil @ Heel Pressure @ Heel = 725.8 psf By ACI Eq 9-1 = 1926 1044 psf Fy = -13.6 Allowable Press. = 1500 psf Mu -Upward = 4556 2312 ft-# Min. As Percent Ecc. of resultant = 3.12 in Mu -Downward = 709 3192 ft-# Omit SP Under Heel -Max. Shear @ Toe = 22.92 psi Mu -Design = 3847 -880 ft-# 1.13 Toe Max. Shear @ Heel = -4.78 psi One -Way Shear: 2.75 1842.5 # 4 @ 16.81 Allow. Ftg Shear = 85.00 psi Actual = 22.9 4.8 psi # 5 @ 26.05 Factors of Safety: 0.00 Allowable = 85.0 85.0 psi # 6 @ 36.97 Overturning = 3.19 :1 Cover over Rebar = 3.50 _2.50 in # 7 @ 48.00 Sliding = 1.27 :1 'd' = 8.50 9.50 in # 8 @ 48.00 Ru = Mu/bd' 2 = 59.2 10.8 psi # 9 @ 48.00 Origin of Force... SUMMARY OF FORCES & MOMENTS - Overturning Moments # ft ft-# # Active Soil Press. = 1500.0 Soil over Heel = 0 Soil over Toe = -15.0 Sloped Soil @ Heel = 0 Adjacent Ftg. Load = 0.0 Surcharge Over Heel = 0 Surcharge over Toe = -13.6 Axial Load on Wall = 0 Load @ Proj. Wall = 0.0 Averaged Stem Wts. = 0 Added Lateral Load = 0.0 Footing Weight = 0 Key Weight = 0 Vertical Component 0.0 of Active Pressure= 0 Totals = 1471.4 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) .2500 psi 400000 psi = 0.0014 ? No Heel 15.04 in o/c 23.31 in o/c 33.08 in o/c 45.11 in o/c 48.00 in o/c 48.00 in o/c Resisting Moments ft ft-# 3.33 5000.0 0 0 .0 0 0 1980.0 4.25 8415.0 0.33 -5.0 0.0 0.00 0.0 0 0 0.0 0.00 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0.0 0.00 0.0 0.50 -6.8 112.5 1.13 126.6 0 -70 670.0 2.75 1842.5 0.00 0.0 0 0 0 0 0 1180.0 2.75 3245.0 0.00 0.0 0 0 0 0. 0 787.5 2.63 2067.2 0 0 0.0 0.00 0.0 0 0 0.0 0.00 0.0 4918.4 ft-# 4730.0 # 4730.0 # 15696.2 ft-# 15696.2 ft-# (continued on next page....) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN (.....continued) STEM SUMMARY Top Stem: From 8.00 ft to Top of Wall 12.00in Masonry w/ # 5 @ 16.00in, d= 5.75inI f'm = 1500.Opsi, Fs= 24000.Opsi LDF= 1.00, n= 25.78 Solid Grouted, No Spec. Insp. I Wall Wt. = 118.00psf, Bar Embed = 12.Oin I Mactual = -136.7 < = 1229.9ft-# I Vactual = 0.11 < = 19.36psi Interaction Value = -0.035 Second Stem From 6.00ft to 8.00ft- 12.00in Masonry w/ # 5 @ 16.00in, d = 5.75in1 f'm= 1500.Opsi, Fs= 24000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt. = 118.00psf, Bar Embed = 12.Oin Mactual = -6.7 < = 1229:9ft-# Vactual = 0.97 < = 19.36psi Interaction Value = 0.083 Third Stem From 4.00ft to 6.00ft 12.00in Masonry w/ # 5 @ 16.00in, d= 5.75inI f'm = 1500.Opsi, Fs= 24000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt. = 118.00psf, Bar Embed = 12.Oin Mactual = 483.3 < = 1229.9ft-# Vactual = 2.69 < = 19.36ps1i Interaction Value = 0.494 Fourth Stem From 2.00ft to 4.00ft 12.00in Masonry w/ # 6 @ 8.00in, d = 9.00in f'm = 1500.Opsi, Fs= 24000.Opsi LDF= 1.00, n= 25.78 f Solid Grouted„No Spec. Insp. Wall Wt. = 118.00psf, Bar Embed =, 12.Oin Mactual = 1573.3 < = 3659.9ft-# Vactual = 5.28 < = 19.36psi Interaction Value = 0.547 Bottom Stem ,From O.00ft to 2.00ft 12.00in Masonry w/ # 6 @ 8.00in, d= 9.001n f'm = 1500.Opsi, Fs = 24000.Opsi F = 25.74 Solid ro�d,,Sg,ecial Insp. Wa t. Opsf, ar Embed = 6.Oin Mactual = 3503.3 < = 7319.8ft-#Z� u Vactual = 8.73 < = 38.73psi Interaction Value = 0.547 Date: 09/12/01 Page: V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 09/12/01 Page: CANTILEVERED RETAINING WALL DESIGN 1'- 0" C.M.U., Solid Grout # 5 16" Vert @ CL 04 @ 24" Horiz 11- 0" C.M.U. 9t 5 (b 16" Ver 04 a 24 Hori z 11- 0" C.M.U. # 5p 16" Yet *4 @ 24" Hori z 25- Is" 5'- 3" V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 RETAINING WALL DETAIL 7/8" PLYWOOD 1/2" ABL'S AT 6" 1/2". AIR GAP OC. MAMUM TRUSSES AT 24 " OC. 2X BLOCKNG 2X PTS j 1/2" ABL'S AT 6" • HORIZONTAL STEEL• #4's AT 24'cc OC. MAXIMUM COMPACT BACKFILL VERTICAL STEEL #5's AT 16"oc CENTERED • 4" SLAB OVER TOE UNDISTURBED GROUND #4's AT 15"cc 2'CLR 3" CLR 4� • J� DOWELS AT 8 OC. 33" 33" PROVIDE' DRAINAGE TO DAYLIGHT (3) 14'S CONT. (2) 14'S CONT Rna 'Fi25IT 24u �. _/ NO 2 2� Q y 4-- V kO��o : 2�b lis 4 n�� t Ls It LL 100 JV 2`�d _ _ MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 09/13/01 Page:1;C CANTILEVERED RETAINING WALL DESIGN WALL & FOOTING DATA VERTICAL LOADS Soil Press. Mult. LATERAL LOADS Heel Retained Height _ 9.00 ft Axial DL on Stem = 230 plf Lateral Load Acting on = 280.3 psf Wall Ht. above Soil = 1.00 ft Axial DL on Stem = 150 plf Stem Above Soil = 0.00 psf Toe Width = 2.00 ft ....Eccentricity = 0.00 in Add'I Lateral Load = 0.00 plf Heel Width = 3.00 ft Surcharge over Toe = 50.0 psf Dist to Load Start = 0.00 ft Total Footing Width = 5.00 ft Surcharge over Heel = 0.0 psf Dist to Load End = 0.00 ft Footing Thickness = 12.00 in Note: Toe Surcharge Resists Overturning = 2874 -1994 ft-# Key Depth = 0.00 in Heel _ Max. Shear @ Heel = -10.77 psi Key Width = 0.00 in SOIL DATA # 4 @ ADJACENT FOOTING 15.04 in o/c Toe to Key Dist. = 0.00 ft Allowable Bearing = 1500 psf Vertical Load = 0.0 # SLIDING CHECK 24.56 Active Lateral = 30.0 pcf Load Eccentricity = 0.00 in Ftg/Soil Friction = 0.35 .....Max Press. = 0.0 pcf Footing Width = 0.00 ft Soil to Neglect = 0.00 in .....Slope Press. = 0.0 pcf Ftg. CL to Wall = 0.00 ft Lateral Pressure = 1486 # Backfill Slope = 0.0 :1 Vert. Position of Ftg. = 1.09 :1 Passive Pressure = 239 # Passive Press. = 250.0 pcf ...Above/Below:[+/-] = 0.0 ft - Friction = 1384 # Soil Density = 110.0 pcf Spread Footing ? No Add'I Force Required = 0.0 # Soil Ht over Toe = 0.00 in SUMMARY FOOTING DESIGN Pressure @ Toe = 1361.0 psf Soil Press. Mult. Toe Heel f'c Sloped Soil @ Heel = = 2500 psi Pressure @ Heel = 280.3 psf By ACI Eq 9-1 = 1920 395 psf. Fy 0 Load @ Proj. Wall = 40000 psi Allowable Press. = 1500 psf Mu -Upward = 3434 1198 ft-# Min. As Percent = 0.0014 Ecc. of resultant = 6.58 in Mu -Downward = 560 3192 ft-# Omit SP Under Heel ? No Max. Shear @ Toe = 18.28 psi Mu -Design = 2874 -1994 ft-# 0.00 Toe Heel _ Max. Shear @ Heel = -10.77 psi One -Way Shear: 893.2 2.41 # 4 @ 15.84 15.04 in o/c 0 Allow. Ftg Shear = 85.00 psi Actual = 18.3 10.8 psi # 5 @ 24.56 23.31 in o/c 0 Factors of Safety: 0.00 Allowable = 85.0 85.0 psi # 6 @ 34.85 33.08 in o/c Overturning = 2.53 :1 Cover over Rebar = 3.50 2.50 in # 7 @ 47.53 45.11 in o/c Sliding = 1.09 :1 'd' = 8.50 9.50 in # 8 @ 48.00 48.00 in o/c Ru = Mu/bd' 2 = 44.2 24.6 psi # 9 @ 48.00 48.00 in o/c SUMMARY OF FORCES & MOMENTS Overturning Moments Resisting Moments Origin of Force... # ft ft # # ft ft-# Active Soil Press. = 1500.0 Soil over Heel = 0 Soil over Toe = -15.0 Sloped Soil @ Heel = 0 Adjacent Ftg. Load = 0.0 Surcharge Over Heel = 0 Surcharge over Toe = -13.6 Axial Load on Wall = 0 Load @ Proj. Wall = 0.0 Averaged Stem Wts. = 0 Added Lateral Load = 0.0 Footing Weight = 0 Key Weight = 0 Vertical Component 0.0 of Active Pressure= 0 Totals = 1471.4 # 3.33 5000.0 0 0 0 0 _' 0 .1980.0 4.00 7920.0 0.33 -5.0 0.0 0.00 0.0 0 0 0.0 0.00 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0.0 0.00 0.0 0.50 -6.8 100.0 1.00 100.0 0 0 230.0 2.50 575.0 0.00 0.0 • 0 0 0 0 0 893.2 2.41 2149.6 0.00 0.0 0 0 0 0 0 750.0 2.50 1875.0 0 0 0.0 0.00 0.0 Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) 0 0 0.0 0.00 0.0 4988.2 ft-# 3953.2 # 3953.2 # 12619.6 ft-# 12619.6 ft-# . .(continued on next page....) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 09/13/01 CANTILEVERED RETAINING WALL DESIGN (.....continued) STEM SUMMARY Top Stem: From 4.67 ft to Top of Wall 8.00in Masonry w/ # 5 @ 16.00in, d= 3.75in f'm= 1500.Opsi, Fs= 20000.Opsi LDF= 1.00, n= 25.78 Solid Grouted, No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mactual = 405.9 <= 603.lft-#' Vactual = 3.08 <= 19.36psi Interaction.Value = 0.733 Second Stem From 3.34ft to 4.67ft 8.00in Masonry w/ # 5 @ 16.00in, d = 5.25in f'm= 1500.Opsi, Fs= 20000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 17.1 in Mactual = 906.6 < = 1058.Oft-# Vactual = 5.27 < = 19.36psi Interaction Value = 0.929 1 Third Stem From 3.33ft to 3.34ft 8.00in Masonry w/ # 6 @ 16.00in, d= 5.25in f'm = 1500.Opsi, Fs = 20000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 14.6in Mactual = 911.4 < = 1 187.2ft-# Vactual = 5.29 < = 19.36psi Interaction Value = 0.840 Fourth Stem From 1.00ft to 3.33ft 12.00in Masonry w/ # 6 @ 16.00in, d= 9.00in f'm= 1500.Opsi, Fs= 20000.Opsi LDF= 1.00, n= 25.78 Solid Grouted -No Spec. Insp. Wall Wt.= 118.00psf, Bar Embed = 17.4in Mactual = 2560.0 < = 2911.7ft-# Vactual = 6.90 < = 19.36psi Interaction Value = 0.944 Bottom Stem From O.00ft to 1.00ft 12.00in Masonry w/ # 6 @ 16.00in, d = 9.00in f'm= 1500.Opsi, Fs= 20000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„Special Insp: Wall Wt.= 118.00psf, Bar Embed= 6.9in Mactual = 3645.0 < = 4412.3ft-# Vactual = 8.73 < = 38.73psi Interaction Value = 0.863 Page: V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 HORIZONTAL #4 REBAR AT 24 " OC VERTICAL REBAR #5'S AT 16" OC - rn 12" BLOCK 2 4" 1/2 " ANCHOR BOL TS AT 6' OC MAXIMUM UNLESS 0 THER WISE NOTED. -5 1/16 "CLR COMPACT BACKFILL 8" BLOCK #6 DOWELS A T 16 OC. �8 5/8" CLR 45" ao 30» 0 PROVIDE DRAINAGE TO DA YLIGH T 4" SLAB c #4'S A T 15" OC. • CV (5) #4'S CON TIN 60" NOTE SPECIAL INSPECTION REQUIRED FIRST 224" UNDISTURBED GROUND MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 09/13/01 PageZ5� CANTILEVERED RETAINING WALL DESIGN WALL & FOOTING DATA VERTICAL LOADS Soil Press. Mult. LATERAL LOADS Heel Retained Height = 9.00 ft Axial DL on Stem = 780 plf Lateral Load Acting on = 1167.0 psf Wall Ht. above Soil = 1.00 ft Axial DL on Stem = 2070 plf Stem Above Soil = 0.00 psf Toe Width = 3.00 ft ....Eccentricity = 2.00 in Add'I Lateral Load = 0.00 plf Heel Width = 3.00 ft Surcharge over Toe = 50.0 psf Dist to Load Start = 0.00 ft Total Footing Width = 6.00 ft Surcharge over Heel • = 0.0 psf Dist to Load End = 0.00 ft Footing Thickness = 12.00 in Note: Toe Surcharge Resists Overturning = 6662 287 ft-# Key Depth = 0.00 in Heel = 0 Max. Shear @ Heel 1.52 psi Key Width = 0.00 in SOIL DATA # 4 @ 'ADJACENT FOOTING 15.04 in o/c Toe to Key Dist. = 0.00 ft Allowable Bearing = 1500 psf Vertical Load = 0.0 # SLIDING CHECK 10.44 Active Lateral = 30.0 pcf Load Eccentricity = 0.00 in Ftg/Soil Friction = 0.35 .....Max Press. = 0.0 pcf Footing Width = 0.00 ft Soil to Neglect = 0.00 in .....Slope Press. = 0.0 pcf Ftg. CL to Wall = 0.00 ft Lateral Pressure = 1486 # Backfill Slope = 0.0 :1 Vert. Position of Ftg. = 1.34 :1 Passive Pressure = 239 # Passive Press. = 250.0 pcf ... Above/Below:[+M = 0.0 ft - Friction = 1746 # Soil Density = 110.0 pcf Spread Footing ? No Add'I Force Required = 0.0 # Soil Ht over Toe = '0.00 in SUMMARY FOOTING DESIGN Pressure @ Toe = 1186.4 psf Soil Press. Mult. Toe Heel PC Soil over Heel = 2500 psi Pressure @ Heel = 1167.0 psf By ACI Eq 9-1 = 1765 1736 psf Fy -5.0 _ 40000 psi Allowable Press. = 1500 psf Mu -Upward = 7922 3479 ft-# Min. As Percent = 0.0014 Ecc. of resultant = 0.10 in Mu -Downward = 1260 3192 ft-# Omit SP Under Heel ? No Max. Shear @ Toe = 33.25 psi Mu -Design = 6662 287 ft-# 150.0 Toe Heel = 0 Max. Shear @ Heel 1.52 psi One -Way Shear: 3.50 Load @ Proj. Wall # 4 @ 6.74 15.04 in o/c 0 Allow. Ftg Shear = 85.00 psi Actual = 33.2 1.5 psi # 5 @ 10.44 23.31 in o/c = 0.0 Factors of Safety: 0.0 Allowable = 85.0 85.0 psi . # 6 @ 14.82 33.08 in o/c 900.0 Overturning = 3.85 :1 Cover over Rebar = 3.50 2.50 in # 7 @ 20.21 45.11 in o/c Sliding = 1.34 :1 'd' = 8.50 9.50 in # 8 @ 26.61 48.00 in o/c 0.00 Ru = Mu/bd' 2 = 102.5 3.5 psi # 9 @ 33.68 48.00 in o/c Origin of Force... SUMMARY OF FORCES & MOMENTS - Overturning Moments # ft -ft-# # Resisting Moments ft ft-# Active Soil Press. = 1500.0 3.33 5000.0 0 0 Soil over Heel = 0 0 0 1980.0 5.00 Soil over Toe = -15.0 0.33 -5.0 0.0 0.00 Sloped Soil @ Heel = 0 0 0 0.0 0.00' Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 0.00 Surcharge Over Heel = 0 0 0 0.0 0.00 Surcharge over Toe = -13.6 0.50 -6.8 150.0 1.50 Axial Load on Wall = 0 0 130 780.0 3.50 Load @ Proj. Wall = 0.0 0.00 0.0 0 0 Averaged Stem Wts. = 0 0 0 1180.0 3.50 Added Lateral Load = 0.0 0:00 0.0 0 0 Footing Weight = 0 0 0 900.0 3.00 Key Weight = 0 0 0 0.0 0.00 Vertical Component of Active Pressure= 0 0 0 0.0 0.00 Totals = 1471.4 # 5118.2 ft-# 4990.0 # Resisting Totals Used For Soil Pressure 4990.0 # (Vert. Component of Active Pressure Removed) 0 9900.0 0.0 0.0 0.0 - 0.0 225.0 2730.0 0 4130.0 0 2700.0 0.0 0.0 19685.0 ft-# 19685.0 ft-# (continued on next page....) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 09/13/01 Page: CANTILEVERED RETAINING WALL DESIGN (.....continued) STEM SUMMARY Top Stem: From 4.67 ft to Top of Wall 12.00in Masonry w/ # 5 @ 8.00in, d= 5.75in f'm = 1500.Opsi, Fs= 20000.Opsi LDF= 1.00, n= 25.78 Solid Grouted, No Spec. Insp. Wall Wt.= 118.00psf, Bar Embed= 15.7iri Mactual = 880.9 <= 1538.5ft-# Vactual = 2.02 <= 19.36psi Interaction -Value = 0.742 Second Stem From 3.34ft to 4.67ft ' .12.00in Masonry w/ # 6 @ 8.00in, d= 5.75in f'm = 1500.Opsi, Fs= 20000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt. = 118.00psf, Bar Embed .= 21.0in Mactual = 1381.6 < = 1698.5ft-# Vactual = 3.45 < = 19.36psi Interaction Value = 0.993 i Third Stem From 3.33ft to 3.34ft 12.00in Masonry w/ # 6 @ 8.00in, d= 9.00in f'm = 1500.Opsi, Fs= 20000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Irisp. Wall Wt. = 118.00psf, Bar Embed = 12.Oin Mactual = 1386.4 < = 3659.9ft-# Vactual = 3.46 < = 19.36psi Interaction Value = 0.559 Fourth Stem From 1.00ft to 3.33ft 12.00in Masonry w/ # 6 @ 8.00in, d = 9.00in f'm = 1500.Opsi, Fs= 20000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„Special Insp. Wall Wt. ='l 18.00psf, Bar Embed = 14.3in Mactual = 3035.0 < = 7319.8ft-# Vactual = 6.90 < = 38.73ps1i Interaction Value = 0.516 Bottom Stem From O.00ft to 1.00ft 12.00in Masonry w/ # 6 @ 8.00in, d= 9.00in f'm = 1500.Opsi, Fs= 20000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„Special Insp. Wall Wt. = 1 18.00psf, Bar Embed = 6.Oin Mactual = 4120.0 < = 7319.8ft-# Vactual = 8.73 < = 38.73psi Interaction Value = 0.671 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY; KW -0601576 1/2" ANCHOR BOL TS 8 5/8" CLR 36" I 4" SLAB #4'S A T 15" OC. - N (6) #4'S CONT/N. <::NOTESECiAL INSPECTION REQUIRF_LR.ST 2-_4" RETAINING. WALL AT BEAM #6 DOWELS AT 8" OC. 45" 30" _ PROVIDE DRAINAGE TO DA PLIGHT UNDISTURBED GROUND OC MAXIMUM SS OTHERWISEED. LJ tEA' 6X 12 BEAM 5 '1/16"CLR HORIZONTAL 114 REBAR A T COMPACT BACKFILL 24 " OC. VER TICAL REBAR #6'S AT 8" OC CENTERED m 12" BLOCK 8 5/8" CLR 36" I 4" SLAB #4'S A T 15" OC. - N (6) #4'S CONT/N. <::NOTESECiAL INSPECTION REQUIRF_LR.ST 2-_4" RETAINING. WALL AT BEAM #6 DOWELS AT 8" OC. 45" 30" _ PROVIDE DRAINAGE TO DA PLIGHT UNDISTURBED GROUND 9 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 Job Number 101-04-75 Page 1/ Job Name MastelottoBetter Builders 7 Date 9/11/2001 Analysis UBC 1997 Dead Loads Live loads Roof Comp roof 6.0 1/2" plywood 1.5 Trusses 4 Insulation 1 1/2" Gyp 2.5 15 psf. 16 psf. Wall Plywood 1.5 Framing 1.5 1/2 gyp 2.5 23 Insulation 1.0 Floor Plywood 3.0 40.0 Trusses 4.0 Insulation' 1.0 8 psf. Wind Loads P = Ce Cq q I where Exposure B Ce = 0.62 @ 15 feet Cq = 0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @25 feet . 0.8 in windward wall 0.76 @ 30 feet ..0.5 out leeward wall Seismic V=2.5C,IW/IAR C8=0.36,I= 1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot Friction = 0.35 Lateral bearing = 250 psf/ft. ILDING DRARTMEW APPROV II i' �I II II it I� ii I: I it ( I! j I 'I .I L �' i; i{ .i b r I �•• i lj I I� t ! !�� I ill �i r ,, 7 ii li � � r � � I II I. !!iy � . .� I .II.,,, 1= . I. I: I ��� C�-- I I 4 it i \. r. ,-�: YN4 I� � F ,, {. I. �i � ii .Ili � � a ! { �� - I rl: I I' i ! � j I�; I rl I i � I: I� jj;� ,� I, i i. I I: f� ! I I r�....r_.,...r i I I 1 I i i. ,i I _-_ i I �� it �� ; I IIi :I it i .kl I j; :I:I , I! `�`� k �� I� I! if j i• � j1 l U I! �I � � � I 1 II' • .{ i r I; i� I � i I, I I. I �i I I: t'l it 1 .1 it I I. I I, I ,: I i �I 1, � is I �� 1 . III ! I' y I• � I � � 0_�i i II it � { 1 jl C i! I I _ . f- -,-fL tl I I--..�,7. I i I r -1-) 80 0!4.',) FILE 09,,12 01 04:53 . ID:LO,1---J'-'IFELL0'v-j LU EER CO. AY:I Ii I C67 .CSI L_,A`��L__ ���Stis �C L5 �1.. . _. _ "17 CA) )ADE- LJ i - .4�-ax �MM. Com. Lff'�=T-. 2.2o tis V USAIL O- tS -7,(c) ILIL V 5- .. V- 2a) 2TY t2 .15-20 G.Bo �2� :� �►k2Yfi2 . . �0,3� .. - - - Ulmi 1E fid... 11-� �, 1 -57,10.2-7 _VD -liLL gyp' - ,lCLQ (1 JA �J" k t C�1 LL ffE (D YC ?n.2S;+ = 6.2I . 0 X -z 23.2�47-t 1 z 0.59 7 \1 _45 ".J Qb-o kboso 2cr z� 8.3 S �Z LSO )-F- p . 56 I s -2n . -7,-77 K .2?,SWS7 �� �, t9 x c,,� 2-z•S .og .. L-t.� 0,Y 4— Q1 U4—cj10 2.4z'- _ - -- ---- -- i • --�' MICHAEL MOONEY CIVIL ENGINEER RCE 20647 Job Number 101-04 -75 Page 114�& Job Name MastelottoBetter Builders Date 9/11/2001 Analysis UBC 1997 Dead Loads Live loads Roof Comp roof -6.0 1/2" plywood 1.5 Trusses 4 InsXation 1 1/2" Gyp 2.5 15 psf. 16 psf. Wall Plywood 1.5 Framing 1.5 1/2 gyp 2.5 Insulation 1.0 ' $psf. Floor Plywood 3.0 40.0. Trusses 4.0 Insulation 1.0 8 psf. Wind Loads P =CC Cq q I where Exposure B Ce = 0.62-@ 15 feet Cq = 0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph 0.67@20 feet-- 0.7 out leeward roof..:' .1=1 0.72 @ 25 feet 0.8 in windward wall 0.76 @'30 feet 0.5 out leeward wall Seismic V=2.5CaIW/1.4R Ca=0.36,I= 1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot Friction = 0.35 Lateral bearing = 250 psf/ft. CID RQFES G 47� T 6e,vm /0j".9u, FILE "!9-/12 '01 04:4-',) 1D:LONGFELL;3-.) WI'1r-1EIR CO. FPX-.5?0 E,93 0140 FIPGE 2/ 10 FILE 09/12 '01 04:r� III :1—OINGFELUOli.) LUMBER CO FAX:5`-110 0140 PAGE 28 I 0 7-i Iw.l{ IIS I I� Ic: '� LIL MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 GENERAL TIMBER BEAM DESIGN Date: 09/12/01 BEAM DATA SPAN DATA - Timber Section --- ---- End Fixity. Pin:Pin Center Span = Beam Width = 5.125 in Elastic Modulus = 1800000 psi Left Cantilever = Beam Depth = 12.00 in Beam Density = 35.0 pcf Right Cantilever = Lamination Thickness = 1.50 in Load Duration Factor = 1.25 UNBRACED LENGTHS Fb - Bending = 2400 psi Beam Wt. is Added to Loads Le : Center Span = Fv - Shear = 165 psi End Shear Calc'd at Support Le : Left Cant. _ Fc - Bearing = 650 psi Le : Right Cant. _ APPLIED LOADS ....Area Req'd = Point Load: DL = 623.0 # LL = 586.0 # at 1.75 ft Center Point Load: DL = 957.0 # LL = 901.0 # at 4.00 ft Fb : Allowable Point Load: DL = 636.0 # LL = 598.0 # at 5.00 ft fv : Max. Actual = Point Load: DL = 636.0 # LL = 598.0 # at 7.00 ft ....Dist Point Load: DL = 636.0 # LL = 598.0 # at 9.00 ft Point Load: DL = 636.0 # LL = 598.0 # at 11.00 ft Point Load: DL = 636.0 # LL = 598.0 # at 13.00 ft 206.3 psi Point Load: DL = 602.0 # LL = 567.0 # at 15.00 ft = 557 SUMMARY = USING 5.125 x 12.000 Beam, Bending = 66.51 %, Shear = 59.25% Page: 15.00 ft 0.00 ft 0.00 ft 1.UU tt 0.00 ft 0.00 ft Max. Pos Mom @ 7.02 ft= 20.31 k -ft Shear: Max. @ Left = 5.01 k Reactions... DL Maximum Max. Neg Mom @ 0.00 ft= 0.00 k -ft ....used for dsgn = 7.52 k Left = 2.64 k 5.01 k Max @ Left = 0.00 k -ft ....Area Req'd = 36.44 in2 Right = 2.95 k 5.62 k Max @ Right = 0.00 k -ft Max. @ Right = 4.45 k Max. Allow Moment = 30.53 k -ft ....used for dsgn = 6.68 k Deflections... fb : Max. Actual = 1981.1 psi ....Area Req'd = 32.37 in2 Center = -0.32 in Fb : Allowable = 2978.6 psi fv : Max. Actual = 122.21 psi ....Dist = 7.38 ft Fv : Allowable = 206.3 psi ...L/Defl = 557 Ck = .811(E/Fb)".5 = 19.87 Left = 0.00 in Cs = (LeD/B'2)'.5 = 4.83 Bearing Req'd @ Left = 1.50 in ...L/Defl = 0 Cv per UBC. 2312.4.5 = 0.99 Bearing Req'd @ Right = 1.69 in Right = 0.00 in ...L/Deft = 0 -T, T_ III Ill T N T IA T NIL fntu Iniutrtu, _M igl(r, K')lul into,. FrtA ch U) - -- u>;Ln C'1a,'nin 'Plln 01n MILL q, Ll 0,;n ��-e �J O1]01J o1J a1J oil dl 4J -- -- * ■ * * ■ ___.eve .�.e T T T T T T T T f "' T T I ! IS.UU I -0.61 in 7.380 ft 293 0.000 in 0 0.000 in 0 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 GENERAL TIMBER BEAM DESIGN Date: 09/12/01 BEAM DATA 000 i�rlN Timber Section -------- End Fixity 5.125 in Elastic Modulus = 1800000 Pin:Pin psi Beam Width = Beam Depth = 12.00 in Beam Density = 35.0 pcf Lamination Thickness = 1.50 in Load Duration Factor = 1.25 Fb - Bending = 2400 psi Beam Wt. is Added to Loads i�6 I..I�J Fv - Shear = 165 psi End Shear Calc'd at Support 2.00 ft Fc - Bearing = 650 psi APPLIED LOADS 0.00 ft Le : Right Cant. = Point Load: DL = 636.0 # LL = 598.0 # at 1.00 ft Point Load: DL- = 636.0 # LL = 598.0 # at 3.00 ft Point Load: DL = 636.0 # LL = 598.0 # at 5.00 ft Point Load: DL = 636.0 # LL = 598.0 # at 7.00 ft Point Load: DL = 636.0 # LL = 598.0 # at 9.00 ft Point Load: DL = 602.0 # LL = 567.0 # at 11.00 ft SUMMARY USING 5.125 x 12.000 Beam, Bending = 31.36%, Shear = 40.77% Max. Pos Mom @ 5.02 ft= 9.64 k -ft Shear: Max. @ Left = 3.45 k Max. Neg Mom @ 11.00 ft= 0.00 k -ft ....used for dsgn = 5.17 k Max @ Left = 0.00 k -ft ....Area Req'd = 25.07 int Max @ Right = 0.00 k -ft Max. @ Right = 2.89 k Max. Allow Moment = 30.75 k -ft ....used for dsgn 4.33 k fb : Max. Actual = 940.7 psi ....Area Req'd = 20.99 in2 Fb : Allowable = 3000.0 psi fv : Max. Actual =. 84.09 psi Fv : Allowable = 206.3 psi Ck = .811(E/Fb)".5 = 19.87 4.83 Bearing Req'd @ Left = 1.03 in Cs = (LeD/B'2)'.5 = Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = 1.22 in Page: 20 SPAN DATA 000 i�rlN Center Span = 11.00 -ft Left Cantilever = 0.00 ft Right Cantilever = 0.00 ft UNBRACED LENGTHS i�6 I..I�J Le : Center Span = 2.00 ft Le : Left Cant. = 0.00 ft Le : Right Cant. = 0.00 ft Reactions... Left Right Deflections... Center ....Dist ...L/Deft Left ...L/Deft Right ...L/Defl Np SAN 000 i�rlN 0(D r1Iu1 N00 r/'N ;D a) PJ1U1 Nr I�IW 0�fi -�� .�rJ f ii�fi -21J LIr�J i 8i ii JjJ LJIJ T i�6 I..I�J 6ii T {III �J nn.n� -.r .�.. •._rr ...��... 1 I I I t 1111 I 11.VV i V4.4C1 (c) 1983-96 ENERCALC DL Maximum 1,82 k 3.45 k 2.13 k 4.06 k = -0.08 in -0.16 in = 5.50 ft 5.500 ft = 1609 848 = 0.00 in 0.000 in = 0 0 = 0.00 in 0.000 in = 0 0 'OA 1.6 3.7 5.5 . 7.3 5.2 . 11.0 MICHAEL MOONEY, KW -0601576 . MICHAEL- MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 ENERAL TIMBER BEAM DESIGN � _ 1 Date: 09/12/01 Page: 8 _n In • BEAM DATA n In SPAN DATA I�IIV Timber Section -------- End Fixity Pin:Pin Center Span = 6.08 ft Beam Width = 5.500 in Elastic Modulus = 1600000 psi Left Cantilever = 0.00 ft Beam Depth = 11.25 in Beam Density = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 0.00 in Load Duration Factor = 1.25 UNBRACED LENGTHS � Fb - Bending = 875 psi Beam Wt. is Added to Loads Le : Center Span = 2.00 ft Fv - Shear = 85 psi End Shear Calc'd at Support Le : Left Cant. = 0.00 ft Fc - Bearing = 650 psi Le : Right Cant. = 0.00 ft APPLIED LOADS Point Load: DL = 470.0 # LL = 1325.0 # at 1.50 ft Point Load: DL = 470.0 # LL = 1325.0 # at 3.50 ft Point Load: DL = 470.0 # LL = 1325.0 # at 4.50 ft SUMMARY USING 5.500 x 11.250 Beam, Bending = 52.08%, Shear = 65.04% Max. Pos Mom @ 3.50 ft = 5.51 k -ft Shear: Max. @ Left = 2.63 k Reactions... DL Maximum Max. Neg Mom @ 0.00 ft= 0.00 k -ft ....used for dsgn = 3.94 k Left = 0.72 k 2.63 k Max @ Left = 0.00 k -ft ....Area Req'd = 37.07 in2 Right = 0.78 k 2.85 k Max @ Right ' = 0.00 k -ft Max. @ Right = 2.85 k Max. Allow Moment = 10.57 k -ft ....used for dsgn = 4.28 k Deflections... fb : Max. Actual = 569.6 psi ....Area Req'd = 40.24 in2 Center = -0.01 in -0.03 in Fb : Allowable = 1093.8 psi fv : Max. Actual = 69.10 psi ....Dist = 3.11 ft 3.113 ft Fv : Allowable = 106.3 psi ...L/Deft = 8079 2195 Ck = .811(E/Fb)-.5 = 31.02 Left = 0.00 in 0.000 in Cs = (LeD/B-2)-_.5 4.27 Bearing Req'd @ Left = 0.73 in ...L/Defl = 0 0 Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = 0.80 in Right = 0.00 in 0.000 in ...L/Deft = 0 0 _n In • n IA n In I�IIV I�IIV Iy 1Y ilfA .LIN .MN UIJ L.11J LAJ W r W i T 1 � r f T T 1 1 I 1 I 1 1 L Ilt! 1 1 V.VV V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 09/13/01 GENERAL TIMBER BEAM DESIGN nnnnnumnunnnnnnnunnuuunnnnnnnnunnnuuununnnnnnnnw 1111111111111111111111111111111111111 I1111111111111111111111111111I I1111111111111111II111111111111 � a ! ! 1 ic nn I I.J.UU j Page: SPAN DATA BEAM DATA Center Span = Timber Section -------- End Fixity Pin:Pin Beam Width = 6.750 in Elastic Modulus = 1800000 psi Beam Depth = 13.50 in Beam Density = 35.0 pcf Lamination Thickness = 1.50 in Load Duration Factor = 1.00 Fb - Bending = 2400 psi Beam Wt. is. Added to Loads Left Fv - Shear = 165 psi End Shear Calc'd at Support = 0 Fc - Bearing = 650 psi = 0.00 in 0.000 in ...L/Deft = 0 APPLIED LOADS Uniform Load @ Center Span: DL = 344.0 plf LL = 858.0 plf SUMMARY USING 6.750.x 13.500 Beam, Bending = 87.96%, Shear = 91.59% Max: Pos Mom @ 7.50 ft= 34.43 k -ft Shear: Max. @ Left = 9.18 k Max. Neg Mom @ 15.00 ft= 0.00 k -ft ....used for dsgn = 13.77 k Max @ Left = 0.00 k -ft ....Area Req'd 83.46 in2 Max @ Right = 0.00 k -ft Max. @ Right = 9.18 k Max. Allow Moment = 39.14 k -ft ....used for dsgn = 13.77 k fb : Max. Actual = 2015.1 psi ....Area Req'd = 83.46 in2 Fb : Allowable = 2291.0 psi fv : Max. Actual = 151.13 psi Fv : Allowable = 165.0 psi Ck = .811(E/Fb)'.5 = 22.21 Cs = (LeD/B'2)-.5 =. 4.03 Bearing Req'd @ Left = 2.09 in Cv per UBC 2312.4.5 = 0.95 Bearing Req'd @ Right = 2.09 in nnnnnumnunnnnnnnunnuuunnnnnnnnunnnuuununnnnnnnnw 1111111111111111111111111111111111111 I1111111111111111111111111111I I1111111111111111II111111111111 � a ! ! 1 ic nn I I.J.UU j Page: SPAN DATA DL Center Span = 15.00 ft Left Cantilever = 0.00 ft Right Cantilever = 0.00 ft UNBRACED LENGTHS beflections... Le : Center Span = 2.00 ft Le : Left Cant. = 0.00 ft Le : Right Cant. = 0.00 ft Reactions... DL Maximum Left = 2.75 k 9.18 k Right = 2.75 k 9.18 k. beflections... - Center = -0.17 in -0.56 in ....Dist = 7.50 ft 7.500 ft ...L/Defl = 1075 322 Left = 0.00 in 0.000 in ...L/Deft = 0 0 Right = 0.00 in 0.000 in ...L/Deft = 0 0 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 09/12/01 Paqe: I'� GENERAL TIMBER BEAM DESIGN Shear: Max. @ Left = 5.45 k BEAM DATA SPAN DATA Maximum Timber Section ------ End Fixity Pin:Pin Center Span = 14.80 ft Beam Width = 6.750 in Elastic Modulus = 1800000 psi Left Cantilever = 0.00 ft Beam Depth = 12.00 in Beam Density = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 1.50 in Load Duration Factor = 1.00 UNBRACED LENGTHS 5.45 k Fb - Bending = 2400 psi Beam Wt. is Added to Loads Le : Center Span = 2.00 ft Fv - Shear = 165 psi End Shear Calc'd at Support Le : Left Cant. = 0.00 ft Fc - Bearing = 650 psi Le : Right Cant. = 0.00 ft APPLIED LOADS Uniform Load @ Center Span: DL = 141.0 plf LL = 576.0 plf ....Area Req'd = 49.56 in2 SUMMARY = -0.10 in -0.45 in USING 6.750 x 12.000 Beam, Bending = 64.37%, Shear = .61.18% fv : Max. Actual, = 100.95 psi Max. Pos Mom @ 7.40 ft= 20.17 k -ft Shear: Max. @ Left = 5.45 k Reactions... DL Maximum Max. Neg Mom @ 0.00 .ft= 0.00 k -ft ....used for dsgn = 8.18 k Left = 1.19 k 5.45 k Max @ Left = 0.00 k -ft ....Area Req'd = 49.56 in2 Right = 1.19 k 5.45 k Max @ Right = 0.00 k -ft Max. @ Right = 5.45 k Max. Allow Moment = 31.34 k -ft ....used for dsgn = 8.18 k Deflections... fb : Max. Actual = 1494.1 psi ....Area Req'd = 49.56 in2 Center = -0.10 in -0.45 in Fb : Allowable = 2321.2 psi fv : Max. Actual, = 100.95 psi ....Dist = 7.40 ft 7.400 ft Fv : Allowable = 165.0 psi ...L/Deft = 1791 391 Ck = .811(E/Fb)".5 = 22.21 Left = 0.00 in 0.000 in Cs = (LeD/B' 2)' .5 = 3.66 Bearing Req'd @ Left = • 1.24 in ...L/Deft = 0 0 Cv per UBC 2312.4.5 = 0.97 Bearing Req'd @ Right = 1.24 in Right = 0.00 in 0.000 in ...L/Deft = 0 0 uununnnnuuunnununnunnnnnninlnnuuuunnnnnnuununnnnlln unnunnnnnunnnnnnnnnnnnnnnnunnnnnnunnnninnnnnnnnnm ���. I 1 A 0n- Muu i V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 • Date: 09/12/01 Page: GENERAL TIMBER BEAM DESIGN BEAM DATA SPAN DATA Timber Section -------- End Fixity Pin:Pin Center Span = 16.80 ft Beam Width = 5.125 in Elastic Modulus . = 1800000 psi Left Cantilever = .0.00 ft Beam Depth = 12.00 in Beam Density = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 1.50 in Load Duration Factor = 1.25 UNBRACED LENGTHS Fb - Bending = 2400 psi Beam Wt. is Added to Loads Le : Center Span = 0.00 ft Fv - Shear = 165 psi End Shear Calc'd at Support Le : Left Cant. = 0.00 ft Fc - Bearing = 750 psi Le : Right Cant. = 0.00 ft APPLIED LOADS Uniform Load @ Center Span: DL = 243.0 plf LL = 169.0 plf SUMMARY USING 5.125 x 12.000 Beam, Bending = 49.90%, Shear = 42.41 °iii Max. Pos Mom @ 8.40 ft= 15.06 k -ft Shear: Max. @ Left = 3.59 k Reactions... DL Maximum Max. Neg Mom @ 16.80 fit-- 0.00 k -ft ....used for dsgn = 5.38 k Left = 2.17 k 3.59 k Max @ Left = 0.00 k -ft ....Area Req'd = 26.08 int Right = 2.17 k 3.59 k Max @ Right = 0.00 k -ft Max. @ Right = 3.59 k Max. Allow Moment = 30.19 k -ft ....used for dsgn 5.38 k Deflections... fb : Max. Actual = 1469.5 psi ....Area Req'd = 26.08 int Center = -0.35 in -0.58 in Fb : Allowable = 2945.0 psi fv : Max. Actual = 87.47 psi ....Dist = 8.40 ft 8.400 ft Fv : Allowable = 206.3 psi ...L/Deft = 579 350 Ck = .811(E/Fb)'.5 = 19.87 Left = 0.00 in 0.000 in Cs = (LeD/B-2)'.5 = 0.00 Bearing Req'd @ Left 0.93 in ...L/Deft = 0 0 Cv per UBC 2312.4.5 = 0.98 Bearing. Req'd @ Right = 0.93 in Right = 0.00 in 0.000 in ...L/Defl = 0 0 umnnninnnunnnnnnnnnnunnnnnnnnmmiinnmmnnnnnunnnnn 1111111111111111111111111111111111111111111111II11111111111111111111111111111111111111111111111111 ._._ ; �e,,,�,� v��m�_ r r ' i is on i 1. IV.VV 1 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 09/12/01 GENERAL TIMBER BEAM DESIGN mmnnnnnrrmrn 1111111111 11111111111111 - unnunnnnnnnununnnnnnnununnnnnnnnntnuntnnnnnnnnnnnn Page: SPAN DATA BEAM DATA - Center Span = Timber Section -- - End Fixity Pin:Pin Beam Width = 6.750 in Elastic Modulus = 1800000 psi Beam Depth _ 15.00 in Beam Density 35.0 pcf Lamination Thickness = 1.50 in Load Duration Factor = . 1.25 Fb - Bending = 2400 psi Beam Wt. is Added to Loads Left Fv - Shear = 165 psi End Shear Calc'd at Support = 0 Fc - Bearing = 750 psi = 0.00 in 0.000 in ...L/Defl = 0 APPLIED LOADS Uniform Load @ Center Span: DL = 148.0 plf LL = 590.0 plf Trapezoidal Load: DL: 80.Oplf @ Ift, 80.Oplf @ rt from 0.00 ft to 4.00 ft Point Load: DL = 3990.0 # LL = 3050.0 # at 4.00 ft SUMMARY USING 6.750 x 15.000 Beam, Bending = 73.15%, Shear = 86.57% Max. Pos Mom @ 6.18 ft= 43.23 k -ft Shear: Max. @ Left = 12.05 k Max. Neg Mom @ 0.00 ft= 0.00 k -ft ....used for dsgn = 18.08 k Max @ Left = 0.00 k -ft ....Area Req'd = 87.65 in2 Max @ Right = 0.00 k -ft Max. @ Right = 8.12 k Max. Allow Moment = 59.10 k -ft ....used for dsgn = 12.18 k fb : Max. Actual = 2049.5 psi ....Area Req'd = 59.06 in2 Fb : Allowable = 2801.8 psi fv : Max. Actual = 178.54 psi Fv : Allowable = 206.3 psi Ck = .811(E/Fb)'.5 = 19.87 " Cs = (LeD/B"2)'.5 = 0.00 Bearing Req'd @ Left = 2.38 in Cv per UBC 2312.4.5 = 0.93 Bearing Req'd @ Right = 1.60 in mmnnnnnrrmrn 1111111111 11111111111111 - unnunnnnnnnununnnnnnnununnnnnnnnntnuntnnnnnnnnnnnn Page: SPAN DATA DL Center Span = 16.80 ft Left Cantilever = 0.00 ft Right Cantilever = 0.00 ft UNBRACED LENGTHS Deflections... Le : Center Span ". = 0.00 ft Le : Left Cant. = 0.00 ft Le : Right Cant. = 0.00 ft Reactions... DL Maximum Left = 4.77 k 1.2.05 k Right = 2.44 k 8.12 k Deflections... Center = -0.23 in -0.64 in ....Dist = 7.80 ft 7.997 ft ...L/Deft = 880 315 Left = 0.00 in 0.000 in ...L/Deft = 0 0 Right = 0.00 in 0.000 in ...L/Defl = 0 0 Ch In _ M ^: III ■ - =' ®m® 1 � _ 1 1 If an ' V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 Gl1l = ----ASAvc 2.451 Id— 4?6 T4- -&C I(D 0L5T, u_4 -K( _ 114 2;i -------------------- ....._._ _ ._._.:D�.�LIGCIF%/'1,- : _ _ -- - -.' -_. .. __ `. _. d .a.V2ii��22. 'J� w�o•�2 _�.�.0� An i� MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 09/12/01 Page: L� GENERAL TIMBER BEAM DESIGN BEAM DATA SPAN DATA Timber Section -------- End Fixity Pin:Pin Center Span = 15.00 ft Beam Width = 6.750 in Elastic Modulus = 1800000 psi Left Cantilever = 0.00 ft Beam Depth = 13.50 in Beam Density = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 1.50 in Load Duration Factor = -1.00 UNBRACED LENGTHS Fb - Bending = 2400 psi Beam Wt. is Added to Loads Le : Center Span = 0.00 ft Fv - Shear = 165 psi End Shear Calc'd at Support Le : Left Cant. = 0.00 ft Fc - Bearing = 650 psi Le : Right Cant. = 0.00 ft APPLIED LOADS Uniform Load @ Center Span: DL = 150.0 plf LL = 570.0 plf Trapezoidal Load: DL: 80.Oplf @ Ift, 80.Oplf @ rt LL: O.Oplf @ Ift, 4.Oplf @ rt from 0.00 ft to 0.00 ft Point Load: DL = 2170.0 # LL = 1420.0 # at 4.00 ft. SUMMARY USING 6.750 x 13.500 Beam, Bending = 78.97%, Shear = 87.88% Max. Pos Mom @ 6.36 ft= 30.91 k -ft Shear: Max. @ Left = 8.81 k Reactions... DL Maximum Max. Neg Mom @ 15.00 ft= -0.00 k -ft ....used for dsgn = 13.21 k Left = 3.48 k 8.81 'k Max @ Left = 0.00 k -ft ....Area Req'd = 80.08 in2 Right = 2.47 k 7.14 k Max @ Right = 0.00 k -ft Max. @ Right = 7.14 k Max. Allow Moment = 39.14 k -ft ....used for dsgn = 10.72 k Deflections... fb : Max. Actual = 1809.2 psi ....Area Req'd = 64.94 in2 Center = -0.19 in -0.50 in . Fb : Allowable = 2291.0 psi fv : Max. Actual = 145.00 psi ....Dist = 7.14 ft 7.260 ft Fv : Allowable , = 165.0 psi ...L/Deft = 936 357 Ck = .811(E/Fb)'.5 = 22.21 Left ' = 0.00 in 0.000 in Cs=_(LeD/B'2)".5 = 0.00 Bearing Req'd @ Left = 2.01 in ...L/Defl = 0 0 Cv per UBC 2312.4.5 = 0.95 Bearing Req'd @ Right = 1.63 in Right = 0.00 in 0.000 in nnuminnnunuunumunuunununnuuuuunnnununuuuuuunnnunuuuuuuunnnuuuuuuuuw IIII111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111I11111111111111111 uunnnnnnumnnnuuuuunnununulunuuunuunuuunununuuuuuunununuuuuuuuuuuuuuu lllllllllll IIII llllfll 111111 IIIIIII 11 IIIIIII IIII IIIIIII IIII IIIIIII llllllll IIIIIII IIII 111 IIII IIII 111 IIII IIII llllllll IIII ...L/Deft = 0 • 0 - 111 IIIIIII IIIIIII ulnununminruunuunnunuuunnnnnnnnunn...... uuununnnunuuuuu..... nunuuuuulll 1111111111111111 II II111111111111111 111 wnnunuuunnrnnnnnnmm�ra nnunuuuuul uuunlnuuuuununluununuu _^nunnnnmulnnunuaununnunuuuuuuuuuunununuunuum IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII"I-III111111111111111111111111111111111111111111111111111111111111111111111111111111111111 a ' �•� '� ��® � •� nnuannnnunuulnwunuunu �I-.nnuunnnnnununnuunuuuuuuuuuuuunnlunuuuuununnu IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIi1�T1I11111111111111111111111111111111111111111111111111111111111111111111IIIII1111111111111" -" "' "' " uuunnnnuunuuuuuluunulunlnnluununuunnununnuuununuuuuuunnnulllnununuuuuuulr � '4 -" "' �m """.-- "" " - -- IIIIIIIIIIIIIIIIIIIIII IIIIIIIIII11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 �"�" --'"""'-` 1111111111111111111111111111111111111111111111111111III IIII111111111111111111111111111111111IIII11111111111111111111111111111III 11111111 luuluu uiiiuuu nu o�nn un uului I I I111111 I I I I I I I I I I"""""""""""""""""""""""""" "'IIIIIIIIIIIIIIIIII " "• • IIII UIIIIInII III IIII11111111111111 I I I I I II I I11111111110111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111110111111111111111111 ��� m� ---'- . uunnuunnulnnunnuuuuuwunuunnnnnnnnuuununuuunuuuuuwuuuuuuunlnuuuuunuuu IIII IIIII I I11111111111IIII IIIIIIIIIII III I III IIII I I I I I II11111111II I IIII IIII1111111III I III IIII IIII III11111111II IIIII I I1IIIIIIII IIII IIIIIII--" - ' �' `•__ � .. ,..... m IIII IIIIIII11111111111111111111111111111111111111111111111111111 1F 11111111111111111111111111111111111111111111111111111111111111111111��� -•.'"""" uunuunnnutnnununmm�numm�uuuuuuuuuuuununnuuununuuuuuuuuuunlnmuunuuuw "��"""" IIII IIIIIII11111111111IIII IIIIIII IIII11111111111111111111111111111IIII11111111111111111111111111III1111111111111111111111111I1111IIIIIII "•""�" "' - unuuununuuuuaunuuuuuunuuuuunununnnuuuununuuuuumnuuuuuunnnunllnuunnnm IIII IIIIIII IIIIIIIIIII IIII IIII III IIII III11111111IIIIIII IIII IIII III IIII1111IIII���11111111111111111111111111IIII I1111111111111���I IIIIIII _ . ,u� "m -_.�, IIIIIII111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111_:..__ IIII IIIIIII IIIIIIIIIII IIII IIIIIII IIII IIIIIII II111111111IIII IIIIIII IIII IIII III IIII IIII III IIII IIIIIII IIIIIIII IIIIIIIIIIIIIIIIII IIII IIIIIII _.__ .... _.__ � -__. _ __. .. .. ������ I1111111111111111111111111111111111111111111111111111111111111111IIII1111111111111111111111111111111111111111111111111Illlllllllllpllli IIII IIIIIII IIIIIII IIIIIIII IIIIIII IIII IIIIIII IIII11111111111111111111111111111IIII IIII III111111111111111IIII nlllll11111111�I�I�I� IIIIIII uuuuununuuuuuuuunuuunnnnnnunnnnuunuuwnnnuuuunnunnuuunnnununnnunnuuw 11111111111IIII11111111111111111111111111111IIII III IIII IIII IIIIIII IIII II111111111I1111111111III� IIIIIII IIIIIIIIIII IIII IIIIIII IIIIIIIIIII - � �_ �- _ I uuuuunuuuunnnnnununuuuuuuunuunnnuuuunuuununnnnuunnununuuuunununnnnuu 11111111111�III IIIIIII IIII IIIIIII11111111111II�I IIIIIII IIII IIIIIII IIII IIIIIII III111111111111111111111111111�I�II�I IIII IIIIIII IIII IIII III II11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 nunmuuuuunnmuumuuuuuuunnuuuuunnnnnuunuuuunnunununuwnuuuuuuuunnuuuu ' � - ' __ _ _ _ _ IIIIIIIIIIIIIIIIIItllllllllllllllllllllllllllllllllllllllllllllllllllllllllll llllll11111111111111111111111111111111111111111111111111111 uunnunuuuuuuununnununuunuuunnnnnuuununnuuuunuununnununuuuuuuuununuuu ' _ _ 1 1 1 1 1 1 I1111111111111111111111111111111111111111I1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 111111111II11111111111IIII IIIIIII IIII III1111111111111111111111111111111111111IIII IIII1111111111111111111III IIIIIIIIIII IIIIIII IIII IIIIIII I I11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 nuuuununuuununnnnuuuunnuuuunununnunuuluuun..... nu...... ununuuuuuuuw _._ _ . .. V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 09/12/01 GENERAL TIMBER BEAM DESIGN7L 1.70 k -ft Shear: Max. @ Left - BEAM DATA SPAN DATA DL Timber Section -- End 'Fixity Pin:Pin Center Span = 16.80 ft Beam Width = 1.500 in Elastic Modulus = 1600000 psi Left Cantilever = 0.00 ft Beam Depth = 11.25 in Beam Density = 35.0 pcf Right Cantilever = 5.25 ft Lamination Thickness = 0.00 in Load Duration Factor = 1.00 UNBRACED LENGTHS ....Area Req'd' = Fb - Bending = 1045 psi Beam Wt. is Added to Loads Le : Center Span = 0.00 ft Fv - Shear = 95 psi End Shear Calc'd at Support Le : Left Cant. = 0.00 ft Fc - Bearing = 650 psi Le : Right Cant. = 0.00 ft ' APPLIED LOADS Uniform Load @ Center Span: DL = 6.0 plf LL = 40.0 plf 2.76 k -ft ....used for dsgn = Uniform Load @ Right Cantilever: DL = 6.0 plf LL = 40.0 plf Deflections... SUMMARY fb : Max. Actual = 644.2 psi USING 1.500 x 11.250 Beam, Bending = 61.65%, Shear = 43.22% - 7.29 in2 Center = Max. Pos Mom @ 8.22 ft= 1.70 k -ft Shear: Max. @ Left - 0.41. k Reactions... DL Maximum Max. Neg Mom @ 16.80 ft= . -0.14 k -ft ....used for dsgn = 0.62 k Left = 0.08 k 0.41 k Max @ Left = 0.00 k -ft ....Area Req'd' = 6.51 in2 Right = 0.15 k 0.72 k Max @ Right = -0.69 k -ft Max. @ Right 0.46 k Max. Allow Moment =. 2.76 k -ft ....used for dsgn = 0.69 k Deflections... fb : Max. Actual = 644.2 psi ....Area Req'd = 7.29 in2 Center = -0.05 in -0.30 in Fb : Allowable = 1045.0 psi fv : Max. Actual = 41.06 psi ....Dist = 8.05 ft 8.312 ft Fv : Allowable = 95.0 psi ...L/Deft = 4133 671 Ck = .811(E/Fb)'.5 = 31.73 Left = 0.00 in 0.000 in Cs = (LeD/B"2)'.5 = 0.00 Bearing Req'd @ Left = 0.42 in ...L/Deft = 0. 0 Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = 0.74 in Right = 0.03 in 0.282 in • ...L/Deft = 3869 447 i n u I 1 n n n I I u 1i 11111111i 11111111111111111111111i I 1 nI I 11Ii111111111i I unI I n I I 11 X11.. _..r.... 4t an j IV.VV i c lie, _ • 0.0 3.6 7.3 11.0 14.7 16.4 22.1 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 GENERAL TIMBER BEAM DESIGN Timber Section Beam Width Beam Depth Lamination Thickness Fb - Bending Fv - Shear Fc - Bearing Date: 09/12/01 BEAM DATA ---- --- End Fixity Pin:Pin = 1.500 in Elastic Modulus = 1600000 psi = 11.25 in Beam Density = 35.0 pcf = 0.00 in Load Duration Factor = 1.00 = 1045 psi Beam Wt. is Added to Loads = 95 psi End Shear Calc'd at Support = 650 psi -0.06 k -ft unnnnnnnnnuunnnnnnnuuuuununnunnlnnnnl unnunnnnunnununnnnnunnuuunnnnnnnnnuu a s 1 1 I I 1 I IAnn 1 C7C I 1�.uu 1 J.CJ 1 SPAN DATA APPLIED LOADS Uniform Load @ Center Span: DL = 8.0 plf LL = .53.0 plf 0.00 ft Right Cantilever = SUMMARY - USING 1.500 x 11.250 Beam, Bending = 56.87%, Shear = 43.02% Max. Pos Mom @ 6.92 ft= 1.57 k -ft Shear: Max. @ Left = Max. Neg Mom @ 14.00 ft= -0.06 k -ft ....used for dsgn = Max @ Left = 0.00 k -ft ....Area Req'd = Max @ Right = -0.06 k -ft Max. @ Right = Max. Allow Moment = 2.76 k -ft ....used for dsgn = fb : Max. Actual = 594.2 psi ....Area Req'd = Fb : Allowable = 1045.0 psi fv : Max. Actual = 7.000 ft 95.0 psi Fv : Allowable = Ck = .811 (E/Fb) ^.5 = 31.73 Cs = (LeD/B'2)'.5 = 0.00 Bearing Req'd @ Left = Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = unnnnnnnnnuunnnnnnnuuuuununnunnlnnnnl unnunnnnunnununnnnnunnuuunnnnnnnnnuu a s 1 1 I I 1 I IAnn 1 C7C I 1�.uu 1 J.CJ 1 SPAN DATA Center Span = 14.00 ft Left Cantilever = 0.00 ft Right Cantilever = 5.25 ft UNBRACED LENGTHS Left Le : Center Span = 0.00 ft Le : Left Cant. = 0.00 ft Le : Right Cant. = 0.00 ft V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 0.45 k Reactions... DL Maximum 0.68 k Left = 0.08 k 0.45 k 7.13 int Right = 0.11 k 0.48 k 0.46 k 0.69 k Deflections... 7.26 in2 Center = -0.03 in -0.19 in 40.87 psi ....Dist = 6.85 ft 7.000 ft 95.0 psi ...L/Deft = 5163 869 Left = 0.00 in 0.000 in 0.46 in ...L/Deft = 0 0 0.49 in Right = 0.03 in 0.222 in ...L/Deft = 3806 568 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN . . . V w_,) WALL & FOOTING DATA Retained Height = 9.00 ft Wall Ht. above Soil = 1.00 ft Toe Width = 2.25 ft Heel Width = 3.00 ft Total Footing Width = 5.25 ft Footing Thickness = 12.00 in Key Depth = 0.00 in Key Width = 0.00 in Toe to Key Dist. = 0.00 ft SLIDING CHECK Surcharge over Heel = Ftg/Soil Friction = 0.35 Soil to Neglect = 0.00 in Lateral Pressure = 1486 # Passive Pressure = 239 # - Friction = 1655 # Add'I Force Required = 0.0 # SUMMARY Date: 09/12/01 Page: VERTICAL LOADS = 1339.0 psf LATERAL LOADS Toe Axial DL on Stem = 670 plf Lateral Load Acting on 0.0 # Axial DL on Stem = 690 plf Stem Above Soil = 0.00 psf ....Eccentricity = -1.25 in Add'I Lateral Load = 0.00 plf Surcharge over Toe = 50.0 psf Dist to Load Start = 0.00 ft Surcharge over Heel = 0.0 psf Dist to Load End = 0.00 ft Note: Toe Surcharge Resists Overturning 250.0 pcf ... Above/Below:(+/-1 = SOIL DATA = 1339.0 psf ADJACENT FOOTING Toe Allowable Bearing = 1500 psf Vertical Load = 0.0 # Active Lateral = 30.0 pcf Load Eccentricity = 0.00 in .....Max Press. = 0.0 pcf Footing Width =. 0.00 ft .....Slope Press. = 0.0 pcf Ftg. CL to Wall = 0.00 ft Backfill Slope = 0.0 :1 Vert. Position of Ftg. = 709 Passive Press. = 250.0 pcf ... Above/Below:(+/-1 = 0.0 ft Soil Density = 110.0 pcf Spread Footing ? No Soil Ht over Toe = 0.00 in Max. Shear .@ Heel = -4.78 psi FOOTING DESIGN Pressure @ Toe = 1339.0 psf Soil Press. Mult. Toe Heel f'c Origin of Force... Pressure @ Heel = 725.8 psf By ACI Eq 9-1 = 1926 1044 psf Fy Active Soil Press. Allowable Press. = 1500 psf Mu -Upward = 4556 2312 ft-# Min. As Percent Ecc. of resultant = 3.12 in Mu -Downward = 709 3192 ft-# Omit SP Under Heel Max. Shear @ Toe = 22.92 psi Mu -Design = 3847 -880 ft-# 0.00 Toe Max. Shear .@ Heel = -4.78 psi One -Way Shear: 0 0.0 # 4 @ 16.81 Allow. Ftg Shear = 85.00 psi Actual = 22.9 4.8 psi # 5 @ 26.05 Factors of Safety: = 0 Allowable = 85.0 85.0 psi # 6 @ 36.97 Overturning = 3.19 :1 Cover over Rebar = 3.50 2.50 in # 7 @ 48.00 Sliding = 1.27 :1 'd' = 8.50 9.50 in # 8 @ 48.00 Load @ Proj. Wall = 0.0 Ru = Mu/bd' 2 = 59.2 10.8 psi # .9 @ 48.00 SUMMARY OF FORCES & MOMENTS .2500 psi = 400000 psi = 0.0014 ? No Heel - 15.04 in o/c 23.31 in o/c 33.08 in o/c 45.11 in o/c 48.00 in o/c 48.00 in o/c Totals = 1471.4 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) 4918.4 ft-# 4730.0 # 4730.0 # 15696.2 ft-# 15696.2 ft-# (continued on next page....) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 Overturning Moments Resisting Moments Origin of Force... # ft ft-# # ft ft-# Active Soil Press. = 1500.0 3.33 5000.0 0 0 0 Soil over Heel = 0 0 r 0 1980.0 4.25 8415.0 Soil over Toe = -15.0 0.33 -5.0 0.0 0.00 0.0 Sloped Soil @ Heel = 0 0 0 0.0 0.00 0.0 Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 0.00 0.0 Surcharge Over Heel = 0 0 0 0.0 0.00 0.0 Surcharge over Toe = -13.6 0.50 -6.8 112.5 1.13 126.6 Axial Load on Wall = 0 0 -70 670.0 2.75 1842.5 Load @ Proj. Wall = 0.0 0.00 0.0 0 0 0 Averaged Stem Wts. = 0 0 0 1180.0 2.75 3245.0 Added Lateral Load = 0.0 0.00 0.0 0 .0 0 Footing Weight = 01 0 0 787.5 2.63 2067.2 Key Weight = 0 0 0 0.0 0.00 0.0 Vertical Component of Active Pressure = 0 0 0 0.0 0.00 0.0 Totals = 1471.4 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) 4918.4 ft-# 4730.0 # 4730.0 # 15696.2 ft-# 15696.2 ft-# (continued on next page....) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN (.....continued) STEM SUMMARY Top Stem: From 8.00 ft to Top of Wall _ 12.00in Masonry w/ # 5 @ 16.00in, d= 5.75inI f'm= 1500.Opsi, Fs= 24000.Opsi = --- -- -- LDF= 1.00, n= 25.78 Solid Grouted, No Spec. Insp. Wall Wt.= 118.00psf, Bar Embed= 12.Oin Mactual = -136.7 <= 1229.9ft-# Vactual = 0.11 <= 19.36psi r V Interaction Value = -0.035 Second Stem From 6.00ft to 8.00ft 12.00in Masonry w/ # 5 @ 16.00in, d= 5.75in1 f'm = 1500.Opsi, Fs= 24000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt. = 1 18.00psf, Bar Embed = 12.Oin Mactual = -6.7 < = 1229.9ft-# Vactual = 0.97 < = 19.36psi Interaction Value = 0.083 i Third Stem From 4.00ft to 6.00ft 12.00in Masonry w/ # 5 @ 16.00in, d= 5.75inI f'm = 1500.Opsi, Fs = 24000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. I Wall Wt.= 118.00psf, Bar Embed= 12.Oin I Mactual = 483.3 < = 1229.9ft-# Vactual = 2.69 < = 19.36psi Interaction Value = 0.494 Fourth Stem From 2.00ft to 4.00ft 12.00in Masonry w/ # 6 @ 8.00in, d= 9.00in f'm = 1500.Opsi, Fs= 24000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt. = 118.00psf, Bar Embed = 12.Oin Mactual = 1573.3 < = 3659.9ft-# Vactual = 5.28 < = 19.36psi Interaction Value = 0.547 Bottom Stem From O.00ft to 2.00ft 12.00in Masonry w/ # 6 @ 8.00in, d = 9.00in f'm = 1500.Opsi, Fs = 24000.Opsi F= = 25.7 Solid routed,, ecialInsp. Wa t.= 1 B.00psf, ar Embed= 6.Oin Mactual = 3503.3 < = 7319.8ft-# Vactual = 8.73 < = 38.73psi Interaction Value = 0.547 Date: 09/12/01 V'V IIC E?-P�m Page: 1 peri!�(Jw*w Mi V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN .vv I 1'- 0" C.M.U., Solid Grout at 5 16" Vert @ CL 4024 Horiz 1'- 0., C.M.U., 5 16" Ver *4@ 24"•Horiz . 1'- 0" C.M.U., # 5 16" Ver #4 @ 24" Hori z Date: 09/12/01 Page: 5'- 3'. V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 co) -1 RETAINING WALL DETAIL 7/8" PL YWOOD 1/2" ABL'S AT 6" 1/2 ABS GAP OC. MAXMUM TRUSSES A T 24 " OC. 2X BLOCK9VG 2X PTS j HORIZONTAL STEEL 1/2" ABL'S AT 6" • #4's AT 24'cc OC. MAXIMUM COMPACT BACKFILL VERTICAL STEEL • #5's AT 16"oc- CENTERED 4" SLAB OVER TOE #4's AT 15"cc 2'CLR #6 DOWELS AT 8" OC. 33" 33" UNDISTURBED GROUND • • • 3" CLR 63" N� zI� INAV N FZoa 24 u PROVIDE' DRAINAGE TO DAYLIGHT (3) 14'S CONT. (2) 14'5 CONT 4 cxz> 9-M 2 P MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN WALL & FOOTING DATA Retained Height = 9.00 ft Wall Ht. above Soil = 1.00 ft Toe Width = 2.00 ft Heel Width = 3.00 ft Total Footing Width = 5.00 ft Footing Thickness = 12.00.in Key Depth = 0.00 in Key Width = 0.00 in Toe to Key Dist. = 0.00 ft SLIDING CHECK Surcharge over Heel = Ftg/Soil Friction = 0.35 Soil to Neglect = 0.00 in Lateral Pressure = 1486 # - Passive Pressure = 239 # - Friction = 1384 # Add'[ Force Required = 0.0 # SUMMARY Toe Date: 09/13/01 VERTICAL LOADS = 1361.0 psf LATERAL LOADS Toe Axial DL on Stem = 230 plf Lateral Load Acting on 0.0 # Axial DL on Stem = 150 plf Stem Above Soil = 0.00 psf ....Eccentricity = 0.00 in Add'I Lateral Load = 0.00 plf Surcharge over Toe = 50.0 psf Dist to Load Start = 0.00 ft Surcharge over Heel = 0.0 psf Dist to Load End = 0.00 ft Note: Toe Surcharge Resists Overturning SOIL DATA = 1361.0 psf ADJACENT FOOTING Toe Allowable Bearing = 1500 psf Vertical Load = 0.0 # Active Lateral = 30.0 pcf Load Eccentricity = 0.00 in .....Max Press. = 0.0 pcf Footing Width = 0.00 ft .....Slope Press. = 0.0 pcf Ftg. CL to Wall = 0.00 ft Backfill Slope = 0.0 :1 Vert. Position of Ftg. Mu -Downward Passive Press. = 250.0 pcf ' ...Above/Below:[+/-) = 0.0 ft Soil Density = 110.0 pcf Spread Footing ? No Soil Ht over Toe = 0.00 in Toe Max. Shear @ Heel = -10.77 psi FOOTING DESIGN 2.50 Pressure @ Toe = 1361.0 psf Soil Press. Mult. Toe Heel f'c Sloped Soil @ Heel = Pressure @ Heel = 280.3 psf By ACI Eq 9-1 = 1920 395 psf Fy 0.00 Allowable Press. = 1500 psf Mu -Upward = 3434 1198 ft-# Min. As Percent Ecc. of resultant = 6.58 in Mu -Downward = 560 3192 ft-# Omit SP Under Heel Max. Shear @ Toe = 18.28 psi Mu -Design = 2874 -1994 ft-# 1.00 Toe Max. Shear @ Heel = -10.77 psi One -Way Shear: 2.50 575.0 # 4 @ 15.84 Allow. Ftg Shear = 85.00 psi Actual = 18.3 • 10.8 psi # 5 @ 24.56 Factors of Safety: 0.00 Allowable = 85.0 85.0 psi # 6 @ 34.85 Overturning = 2.53 :1 Cover over Rebar = 3.50 2.50 in # 7 @ 47.53 Sliding = 1.09 :1 'd' = 8.50 9.50 in # 8 @ 48.00 Ru = Mu/bd' 2 = 44.2 24.6 psi # 9 @ 48.00 Origin of Force... SUMMARY OF FORCES & MOMENTS - Overturning Moments # ft ft-# # Active Soil Press. = 1500.0 Soil over Heel = 0 Soil over Toe = -15.0 Sloped Soil @ Heel = 0 Adjacent Ftg. Load = 0.0 Surcharge Over Heel = 0 Surcharge over Toe 0.00 Axial Load on Wall = 0 Load @ Proj. Wall = 0.0 Averaged Stem Wts. = 0 Added Lateral Load = 0.0 Footing Weight = 0 Key Weight = 0 Vertical Component 0.0 of Active Pressure= 0 Totals = 1471.4 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) = 2500 psi = 40000 psi = 0.0014 ? No Heel _ 15.04 in o/c -5.0 23.31 in o/c 0.00 33.08 in o/c 0 45.11 in o/c 0.0 48.00 in o/c 0.0 48.00 in o/c 0.0 Resisting Moments ft ft-# 3.33 5000.0 0 0 0 0 0 1980.0 4.00 7920.0 0.33 -5.0 0.0 0.00 0.0 0 0 0.0 0.00 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0.0 0.00 0.0 0.50 -6.8 100.0 1.00 100.0 0 0 230.0 2.50 575.0 0.00 0.0 0 0 0 0 0 893.2 2.41 2149.6 0.00 0.0 0 0 0 0 0 750.0 2.50 1875.0 0 0 0.0 0.00 0.0 D.- 0 0 0.0 0.00 0.0 4988.2 ft-# 3953.2 # 12619.6 ft-# 3953.2 # 12619.6 ft-# (continued on next page....) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -06015 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 09/13/01 CANTILEVERED RETAINING WALL DESIGN (.....continued) STEM SUMMARY Top Stem: From 4.67 ft to Top of Wall B.00in Masonry w/ # 5 @ 16.00in, d= 3.75in - f'm = 1500.Opsi, Fs = 20000.Opsi - LDF= 1.00, n= 25.78 - Solid Grouted, No Spec. Insp. _ _- Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mactual = 405.9 <= 603.1 ft-# Vactual = 3.08 <= 19.36psi Interaction.Value = 0.733 Second Stem From 3.34ft to 4.67ft _- - -, • - .- 8.00in Masonry w/ # 5 @ 16.00in, d = 5.25in f'm = 1500.Opsi, Fs = 20000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 17.1 in Mactual = 906.6 < = 1058.Oft-# Vactual = 5.27 < = 19.36psi Interaction Value = 0.929 r --- - Third Stem From 3.33ft to 3.34ft 8.00in Masonry w/ # 6 @ 16.00in, d= 5.25in f'm = 1500.Opsi, Fs= 20000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 14.6in Mactual = 911.4 <= 1187.2ft-# Vactual = 5.29 <= 19.36psi Interaction Value = 0.840. Fourth Stem From 1.00ft to 3.33ft 12.00in Masonry w/ # 6 @ 16.00in, d = 9.00in f'm = 1500.Opsi, Fs= 20000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt. = 118.00psf, Bar Embed = 17.4in Mactual = 2560.0 < = 2911.7ft-# Vactual = 6.90 < = 19.36psi Interaction Value = 0.944 Bottom Stem From O.00ft to 1.00ft 12.00in Masonry w/ # 6 @ 16.00in, d = 9.00in f'm = 1500.Opsi, Fs= 20000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„Special Insp. Wall Wt. = 118.00psf, Bar Embed = 6.9in Mactual = 3645.0 < = 4412.3ft-# Vactual = 8.73 < = 38.73psi Interaction Value = 0.863 Page:2-' r V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 HORIZONTAL #4 REBAR AT 24 " OC. VER TICAL REBAR #5'S AT 16" OC - rn 12" BLOCK 2 4" 1/2" ANCHOR BOL TS AT 6' OC MAXIMUM UNLESS 0 TH_ ERWISE NO TED. 5 1/16 "CL R COMPACT BACKFILL 8" BLOCK #6 DOWELS A T 16" OC. 8 5/ZR 45" 30" PROVIDE DRAINAGE TO DA YLIGH T • MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 09/13/01 Page -2-15, CANTILEVERED RETAINING WALL DESIGN WALL & FOOTING DATA VERTICAL LOADS Soil Press. Mult. LATERAL LOADS Hee( Retained Height = 9.00 ft Axial DL on Stem = 780 plf Lateral Load Acting on = 1167.0 psf Will Ht. above Soil = 1.00 ft Axial DL on Stem = 2070 plf Stem Above Soil = 0.00 psf Toe Width = 3.00 ft ....Eccentricity = 2.00 in Add'I Lateral Load = 0.00 plf Heel Width = 3.00 ft Surcharge over Toe = 50.0 psf Dist to Load Start = 0.00 ft Total Footing Width = 6.00 ft Surcharge over Heel = 0.0 psf Dist to Load End = 0.00 ft Footing Thickness = 12.00 in Note: Toe Surcharge Resists Overturning = 6662 287 ft-# Key Depth = 0.00 in Heel 0 Max. Shear @ Heel = 1.52 psi Key Width = 0.00 in SOIL DATA # 4 @ ADJACENT FOOTING in o/c Toe to Key Dist. = 0.00 ft Allowable Bearing = 1500 psf Vertical Load = 0.0 # SLIDING CHECK 10.44 Active Lateral = 30.0 pcf Load Eccentricity = 0.00 in Ftg/Soil Friction = 0.35 .....Max Press. = 0.0 pcf Footing Width = 0.00 ft Soil to Neglect = 0.00 in .....Slope Press. _ 0.0 pcf Ftg. CL to Wall = 0.00 ft Lateral Pressure = 1486 # Backfill Slope = 0.0 :1 Vert. Position of Ftg. = 1.34 :1 - Passive Pressure = 239 # Passive Press. = 250.0 pcf ... Above/Below:[ + M = 0.0 ft - Friction = 1746 # Soil Density = 110.0 pcf Spread Footing ? No Add'I Force Required = 0.0 # Soil Ht over Toe = '0.00 in SUMMARY FOOTING DESIGN Pressure @ Toe = 1186.4 psf Soil Press. Mult. Toe Hee( f'c Sloped Soil @ Heel = = 2500 psi Pressure @ Heel = 1167.0 psf By ACI Eq 9-1 = 1765 1736 psf Fy 0 _ 40000 psi Allowable Press. = 1500 psf Mu -Upward = 7922 3479 ft-# Min. As Percent = 0.0014 Ecc. of resultant = 0.10 in Mu -Downward = 1260 3192 ft-# Omit SP Under Heel ? No Max. Shear @ Toe = 33.25 psi Mu -Design = 6662 287 ft-# 0.00 Toe Heel 0 Max. Shear @ Heel = 1.52 psi One -Way Shear: 1180.0 3.50 # 4 @ 6.74 15.04 in o/c 0 Allow. Ftg Shear = 85.00 psi Actual = 33.2 1.5 psi # 5 @ • 10.44 23.31 in o/c 0 Factors of Safety: 0.00 Allowable = 85.0 85.0 psi # 6 @ 14.82 33.08 in o/c Overturning = 3.85 :1 Cover over Rebar = 3.50 2.50 in # 7 @ 20.21 45.11 in o/c Sliding = 1.34 :1 'd' = 8.50 9.50 in # 8 @ 26.61 48.00 in o/c Ru = Mu/bd'2 = 102.5 3.5 psi # 9 @ 33.68 48.00 in o/c Origin of Force... SUMMARY OF FORCES & MOMENTS - Overturning Moments # . ft ft-# # Active Soil Press. = 1500.0 Soil over Heel = 0 Soil over Toe = -15.0 Sloped Soil @ Heel = 0 Adjacent Ftg. Load = 0.0 Surcharge Over Heel = 0 Surcharge over Toe = -13.6 Axial Load on Wall = 0 Load @ Proj. Wall = 0.0 Averaged Stem Wts. = 0 Added Lateral Load = 0.0 Footing Weight = 0 Key Weight = 0 Vertical Component 0.0 of Active Pressure= 0 Totals = 1471.4 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) Resisting Moments ft ft-# 3.33 5000.0 0 0 0 0 0 1980.0 5.00 9900.0 0.33 -5.0 0.0 0.00 0.0 0 0 0.0 0.00. 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0.0 0.00 - 0.0 0.50 -6.8 150.0 1.50 225.0 0 130 780.0 3.50 2730.0 0.00 0.0 0 0 0 0 0 1180.0 3.50 4130.0 0.00 0.0 0 0 0 0 0 900.0 3.00 2700.0 0 0 0.0 0.00 0.0 0 0 0.0 0.00 5118.2 ft-# 4990.0 # 4990.0 # 0.0 19685.0 ft-# 19685.0 ft-# (continued on next page....) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN (.....continued) STEM SUMMARY i Top Stem: From 4.67 ft to Top of Wall 12.00in Masonry w/ # 5 @ 8.00in, d = 5.75in f'm = 1500.Opsi, Fs= 20000.Opsi LDF = 1.00, n= 25.78 Solid Grouted, No Spec. Insp. Wall Wt. = 1 18.00psf, Bar Embed = 15.7in Mactual = 880.9 < = 1538.5ft-# Vactual = 2.02 < = 19.36psi Interaction -Value = 0.742 Second Stem From 3.34ft to 4.67ft ' 12.00in Masonry w/ # 6 @ 8.00in, d= 5.75in f'm= 1500.Opsi, Fs= 20000.Opsi LDF = 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt. = 118.00psf, Bar Embed = 21.Oin Mactual = 1381.6 < = 1698.5ft-# Vactual = 3.45 < = 19.36psi Interaction Value = 0.993 i Date: 09/13/01 Page: Third Stem From 3.33ft to 3.34ft 12.00in Masonry w/ # 6 @ 8.00in, d = 9.00in f'm = 1500.Opsi, Fs= 20000.Opsi LDF = 1.00, n= 25.78 Solid Grouted„No Spec. Insp. - - Wall Wt. = 1 18.00psf, Bar Embed = 12.0in Mactual = 1386.4 < = 3659.9ft-# Vactual = 3.46 < = 19.36psi Interaction Value = 0.559 Fourth Stem From 1.00ft to 3.33ft 12.00in Masonry w/ # 6 @ 8.00in, d= 9.00in f'm = 1500.Opsi, Fs = 20000.Ops1 LDF = 1.00, n= 25.78 Solid Grouted„Special Insp. Wall Wt. = 118.00psf, Bar Embed = 14.3in Mactual = 3035.0 < = 7319.8ft-# " Vactual = 6.90 < = 38.73psi Interaction Value = 0.516 Bottom Stem From O.00ft to 1.00ft 12.00in Masonry w/ # 6 @ 8.00in, d = 9.00in f'm = 1500.Opsi, Fs= 20000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„Special Insp. Wall Wt. = 118.00psf, Bar Embed = 6.Oin Mactual = 4120.0 < = 7319.8ft-# Vactual = 8.73 < = 38.73psi Interaction Value = 0.671 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY,XW-0601576 6 X 12 . BEAM HORIZONTAL 114 REBAR A T 24 " OC VER TICAL REBAR #6'S AT 8" OC CENTERED m 12" BLOCK 8 5/8" CLR 36" 1/2" ANCHOR BOL TS A T 6' OC' MAXIMUM WLESS OTHERWISE TED. 5 1/16 "CLR COMPACT BACKFILL 0 00 0 #6 DOWELS AT 8" OC. 45" 30" _ PROVIDE DRAINAGE TO DA PLIGHT 4" SLAB #4'S A T 15" OC. N UNDISTURBED (6) #4'S CON TIN GROUND V 72" �I NOTE SPECIAL INSPECTION REQUIRED FIRST 24" RETAINING WALL A T BEAM 74 - r TABLE OF CONTENTS TOC --- Project Title.......... Mastelotto Date..09/27/01 08:10:31 Project Address........ Feathervale Ave. *******---------- �I 1' Oroville, CA *v6.01* I ��rT Documentation Author... Steve Nelson ******* I Building Pe # I Better Builders Construction I � _ /0- 5263 0 5263 Royal Oaks Dr. I Plan Check / Date I Oroville, CA 95966 1' I 530-589-2574 I Field Check/ Date I Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. I MICROPAS6 v6.01 File-MASTELTI Wth-CTZ11S92 Program -TOC I User#-MP2019 User -Better Builders Construct Run -House --------------------------------------------__4------- ------------------------- TABLE OF CONTENTS AAAAAAAAAAAAAAAAA Report 'Page FORM CF -1R ................ 1 FORM MF -1R ................ 5 FORM C -2R ................ 8 FORM C -3R................. 13 HVAC SIZING ............... 17 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-1R Project Title.......... Mastelotto Date..09/27/01 08:10:31 Project Address........ Feathervale Ave. ******* --------------------- Oroville, CA *v6.01* I I Documentation Author... Steve Nelson ******* I Building Permit # I Better Builders Construction I 5263 Royal Oaks Dr. I Plan Check / Date I Oroville, CA 95966 530-589-2574 1 Field Check/ Date Climate Zone........... 11 --------------------I Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. --------------------------------------------- I MICROPAS6 v6.01 File-MASTELTI Wth-CTZllS92 Program -FORM CF -1R 1 I User#-MP2019 User -Better Builders Construct Run -House I ---------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 2707 sf Single Family Detached New Front Facing 0 deg (N) 1 2 Slab On Grade 10.7 % of floor area 0.58 Btu/hr-sf-F 0.65 8.3 ft BUILDING SHELL INSULATION Component Frame ------------------------- Cavity Sheathing Total Assembly Type ---------- Type ------- R -value -------- R -value -------- R -value U -factor Location/Comments Wall Wood R-21 R-0 ------- R-21 ------- ------------------------ 0.059 Wall Wood R-17.8 R-0 R-17.8 0.065 Wall Wood R-11 R-0 R-11 0.069 Roof Wood R-11 R-27 R-38 0.025 Attic Door None R-0 R-0 R-0 0.330 Solid Wood S1abEdge None R-0 R-0 (NW) F2=0.760 To Outside FENESTRATION - Over - Area U- Interior Exterior hang/ Orientation ---------------- (sf) ----- Factor ------ SHGC ------ Shading Shading Fins Window . Front (N) 17.5 0.600 0.650 --------------- Standard -------------- Standard ----- Yes Window Front (N) 17.5. 0.600 0.650 Standard Standard Yes Window Right (NW) 6.0 0.570 0.670 Standard Standard Yes Window Front (N) �'<ff % 0.570 0.670 Standard Standard Yes Window Left (E) 8.0 0.570 0.670 Standard Standard Yes Window Left (E) 14.0 0.600 0.650 Standard Standard' rYes Window Back (S) 20.0 0.600 0.650 Standard Standard Yes Window Back (S) 20.0 0.600 0.650 Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF-1R Project Title.......... Mastelotto Date..09/27/01 08:10:31 --------------------------------------------------- I MICROPAS6 v6.01 File-MASTELTI Wth-CTZ11S92 Program -FORM CF -1R I User#-MP2019 User -Better Builders Construct Run-House -------------------------------------------------------------- ---------------- FENESTRATION ------------ SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ Standard Slab 1052 THERMAL MASS ------------ Area Thickness Type Exposed (sf) (in) Location/Comments ------------------------- --------------- ------------------------ ExteriorVert No 156 6.0 LWALLIL HVAC SYSTEMS Over- Tested ACCA Area U- Charge and Duct Duct Interior Exterior hang/ Orientation ---------------- Efficiency ------------ (sf) ----- Factor ------ SHGC ------ Shading Shading Fins Window Back (S) 20.0 0.600 0.650 --------------- Standard -------------- Standard ----- Yes Door Back (S) 40.0 0.550 0.650 Standard Standard Yes Window Back (S) 21.0. 0.600 0.650 Standard Standard Yes Window Back (S) 14.0• 0.600 0.650 Standard Standard Yes Door Back (S) 40.0^ 0.550 0.650 Standard Standard Yes Window Back (S) 21.0- 0.600 0.650 Standard Standard Yes Window Right (W) 14.0 0.600 0.650 Standard Standard Yes Window Right (W) 10.5 0.600 0.650 Standard Standard Yes SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ Standard Slab 1052 THERMAL MASS ------------ Area Thickness Type Exposed (sf) (in) Location/Comments ------------------------- --------------- ------------------------ ExteriorVert No 156 6.0 LWALLIL WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ---- -------------- ------ -------=-- Water Heater to meet minimum CEC Standards HVAC SYSTEMS ------------ Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type ------ Efficiency ------------ Airflow Location R -value ------------------ Leakage D Type HPSplit 6.80 HSPF ------- n/a Conditioned R-0 ------- No ------ No ---------- Setback HPSplit 10.00 SEER No Conditioned R-0 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ---- -------------- ------ -------=-- Water Heater to meet minimum CEC Standards CERTIFICATE OF COMPLIANCE: RESIDENTIAL 'Page.3 CF -1R Project Title.......... Mastelotto Date..09/27/01 08:10:31 ------------------------------------------------ I MICROPAS6 v6.01 File-MASTELTI Wth-CTZ1lS92 Program -FORM CF -1R I User#-MP2019 User -Better Builders Construct Run-House ----------------------------------------------------------------------------- SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC'specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and *** *'** must be reported on the CF -6R installation certificate: *** This building incorporates non-standard Duct Location. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R Project Title ........... 'Mastelotto Date..09/27/01 08:10:31 ------------------------------ I MICROPAS6 v6.01 File-MASTELTI Wth-CTZ1lS92 Program -FORM CF -1R I User#-MP2019 User -Better Builders Construct Run -House ------------------------------------=------------------------------------------ COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations'.to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER I DOCUMENTATION AUTHOR Name.... John Starr Name.... Steve Nelson ' Company. Better Builders Const. Company. Better Builders Construction Address. 5263 Royal Oaks Ave. Address. 5263 Royal Oaks Dr. Oroville, CA 95966 Oroville, CA 95966 Phone... (530) 589-2574 Phone... 530-589-2574 License. #323225 Signed.. Signed.. (date) (date) ENFORCEMENT AGENCY Name. . Title... Agency.. Phone... Signed.. (date) r MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R ------------------------------ Project Title.......... Mastelotto Date..09/27/01 08:10.31 Project Address........ Feathervale Ave. ******* --------------------- Oroville, CA *v6.01* I I Documentation Author... Steve Nelson ******* I Building Permit # I Better Builders Construction 5263 Royal Oaks Dr. I Plan Check / Date Oroville, CA 95966 I I 530-589-2574 I Field Check/ Date I Climate Zone..... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. -------------------------------------- I MICROPAS6 v6.01 File-MASTELTI Wth-CTZllS92 Program -FORM MF -1R I I User#-MP2019 User -Better Builders Construct Run -House I ------------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. . 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R Project Title.......... Mastelotto Date..09/27/01 08:10:31 I MICROPAS6 v6.01 File-MASTELTI Wth-CTZllS92 Program -FORM MF -1R I User#-MP2019 User -Better Builders Construct Run -House ------------------------------------------------------------------------------- b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. / SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape.is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. ✓ 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 7 MF -1R --------------------------------------------------------------- Project Title.......... Mastelotto Date..09/27/01 08:10:31 I MICROPAS6 v6.01 File-MASTELTI Wth-CTZ11S92 Program -FORM MF -1R' I• I I User#-MP2019 User -Better Builders Construct Run -House ------------------------------------------------------------------------------- resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b,. Cover for outdoor pools or outdoor spas. 3. Pool'system has directional inlets and a circulation pump time switch. ✓ 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- er ment 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. ✓ 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; -and recessed ceiling fixtures are IC (insulation cover) approved. ✓ COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... Mastelotto Date..09/27/01 08:10:.31 Project Address........ Feathervale Ave. ******* --------------------- Oroville, CA *v6.01* I Documentation Author... Steve Nelson ******* Building Permit # I Better Builders Construction 5263 Royal Oaks Dr. I Plan Check / Date I Oroville, CA 95966 I I 530-589-2574 I Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. I MICROPAS6 v6.01 File-MASTELTI Wth-CTZllS92 Program -FORM C -2R I User#-MP2019 User -Better Builders Construct Run-House ------------------------------------------------------------------------------- = MICROPAS6 _---------------------------- ENERGY USE SUMMARY = - = Energy Use Standard Proposed Compliance = d = (kBtu/sf-yr) ------------------------ Design ---------- Design ---------- Margin _ ---------- - - Space Heating.......... 15.51 10.65 4.86 = = Space Cooling.......... 8.49 3.98 4.51 = = Water Heating...... .. 10.53 10.53 0.00 = = Total 34.53 25.16 9.37 = _ *** Building complies ----------------------------------------------------------------- ----------------------------------------------------------------- with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 2707 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 0 deg (N) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... ReducedYear Floor Construction Type.... Slab On Grade Number of Building Zones... 1 Conditioned Volume......... 22509 cf Slab -On -Grade Area......... 1.052 sf Glazing Percentage......... 10.7 % of floor area Average Glazing U -factor... 0.58 Btu/hr-sf-F Average Glazing SHGC....... 0.65 Average Ceiling Height..... 8.3 ft COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... Mastelotto Date..09/27/01 08:10:31 I MICROPAS6 v6.01 File-MASTELTI Wth-CTZllS92 Program -FORM C -2R I User#-MP2019 User -Better Builders Construct Run -House I ------------------------------------------------------------------------------- BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) Credit -------------- ------------ ----------------------- ----- -------- --------- HOUSE Residence 2707 22509 1.00 Yes Setback 8.0 Standard No OPAQUE SURFACES --------------- Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments -------------- ------ ----- ----- --- ---- ----------------- ---------------- HOUSE 1 Wall 197 0.059 21 2 Wall 19 0.059 21 3 Wall 87 0.059 21 4 Wall 120 0.065 17.8 5 Wall 128 0.065 17.8 6 Wall 104 0.065 17.8 7 Wall 280 0.059 21 9 Wall 88 0.059 21 10 Wall 116 0.059 21 11 Wall 13 0.059 21 12 Wall 174 0.059 21 13 Wall 256 0.059 21 14 Wall 219 0.059 21 15 Wall 31 0.059 21 16 Wall 174 0.059 21 17 Wall 88 0.059 21 18 Roof 1655 0.025 38 19 Door 20 0.330 0 20 Door 18 0.330 0 21 Door 4 0.330 0 22 Door 18 0.330 0 23 Door 18 0.330 0 1 ExteriorVert (Thermal Mass) 8 Wall 156 0.069 11 0 90 Yes W.21.2X6.16 315 90 Yes W.21.2X6.16 0 90 Yes W.21.2X6.16 0 90 No W.19.2X6.16 0 90 No W.19.2X6.16 0 90 No W.19.2X6.16 90 90 Yes W.21.2X6.16 90 90 No W.21.2X6.16 180 90 Yes W.21.2X6.16 225 90 Yes W.21.2X6.16 180 90 Yes W.21.2X6.16 180 90 Yes W.21.2X6.16 270 90 Yes W.21.2X6.16 270 90 Yes W.21.2X6.16 270 90 Yes W.21.2X6.16 270 90 No W.21.2X6.16 n/a 0 Yes R.38.2X4.24 Attic 315 90 Yes None Solid Wood 90 90 Yes None Solid Wood 90 90 Yes None Solid Wood 270 90 Yes None Solid Wood 270 90 Yes None Solid Wood 90 90 No W.11.2X4.16 PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments ------------ --------------------- ----- ---------------------- HOUSE 24 SlabEdge 69 0.760 R-0 No To Outside COMPUTER METHOD SUMMARY Page 10 C -2R' Project Title.......... Mastelotto Date..09/27/01 08:10:31 ------------------------------- I MICROPAS6 v6.01 File-MASTELTI Wth-CTZllS92 Program -FORM C -2R I User#-MP2019 User -Better Builders Construct Run-House ------------------------------------------------------------------------------- FENESTRATION SURFACES --------------------- Area U_ Orientation (sf) factor ---------------------- ----- ----- HOUSE 1 Window Front (N) 17.5 0.600 2 Window Front (N) 17.5 0.600 3 Window Right (NW) 6.0 0.570 4 Window Front (N) 7.0 0.570 5 Window Left (E) 8.0 0.570 6 Window Left (E) 14.0 0.600 7 Window Back (S) 20.0 0.600 8 Window Back (S) 20.0 0.600 9 Window Back (S) 20.0 0.600 10 Door Back (S) 40.0 0.550 11 Window Back (S) 21.0 0.600 12 Window Back (S) 14.0 0.600 13 Door Back (S) 40.0 0.550 14 Window Back (S) 21.0 0.600 15 Window Right (W) 14.0 0.600 16 Window Right (W) 10.5 0.600 Act Exterior Shade Interior Shade SHGC Azm Tilt Type/SHGC Type/SHGC ----- --- ---- -------------- -------------- 0.650 0 1 90 0.650 0 90 0.670 315 90 0.670 0 90 0.670 90 90 0.650 90 90 0.650 180 90 0.650 180 90 0.650 180 90 0.650 180 90 0.650 180 90 0.650 180 90 0.650 180 90 0.650 180 90 0.650 270 90 0.650 270 90 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 OVERHANGS AND SIDE FINS Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface ----------- (sf) ----- Wdth ----- Hgth ----- Dpth ---- Hght ---- Ext ---- Ext ---- Ext ---- Dpth ---- Hght ---- Ext Dpth Hght HOUSE ---- ---- ---- 1 Window 17.5 n/a 3.5 2.0 4.0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 17.5 n/a 3.5 2.0 9.0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 6.0 n/a 6.0 5.3 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 7.0 n/a 3.0 6.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 8.0 n/a 4.0 4.0 0.2 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 14.0 n/a 3.5 4.0 0.2 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 20.0 n/a 5.0 2.0 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 20.0 n/a 5.0 13.0 0.2 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 20.0 n/a 5.0 17.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Door 40.0 n/a 6.7 17.0 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 21.0 n/a 3.5 15.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 14.0 n/a 3.5 15.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 13 Door 40.0 n/a 6.7 15.5 1.8 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 21.0 n/a 3.5 15.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 14.0 n/a 3.5 4.0 0.2 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 10.5 n/a 3.5 4.0 0.2 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 11 C -2R Project Title.......... Mastelotto Date..09/27/01 08:10:31 I MICROPAS6 v6.01 File-MASTELTI Wth-CTZ11S92 Program -FORM C -2R I User#-MP2019 User -Better Builders Construct Run-House -------------------------------------------------------=----------------=------ SLAB SURFACES ------------- Area Slab Type '(sf) ---------------- ------ HOUSE Standard Slab 1052 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation. Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ----------------- -------------- ------ ---------- Water Heater to meet minimum CEC Standards SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. HERS REQUIRED VERIFICATION *** Items in this section require .field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** ***•CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation certificate. *** THERMAL MASS Area Thick Heat Conduct- Surface Mass Type --------------- (sf) (in) Cap ivity UIMC =----- ----- ------------- R -value Location/Comments HOUSE ---- ------- ---------------------- 1 ExteriorVert 156 6.0 28.0 0.98 0.50 R-2.0 LWALLIL HVAC SYSTEMS ------------ Refrigerant Tested ACCA System .Minimum Charge and Duct Duct Duct Manual Duct Type ------------- Efficiency Airflow Location ------------------ R -value Leakage D • Eff HOUSE ------------- ------- --------- -------- ---- HPSplit 6.80 HSPF n/a Conditioned R-0 No No 1.000 HPSplit 10.00 SEER No Conditioned R-0 No No 1.000 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation. Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ----------------- -------------- ------ ---------- Water Heater to meet minimum CEC Standards SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. HERS REQUIRED VERIFICATION *** Items in this section require .field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** ***•CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation certificate. *** COMPUTER METHOD SUMMARY Page 12 C -2R Project Title.......... Mastelotto Date..09/27/01 08:10:31 I MICROPAS6 v6.01 File-MASTELTI Wth-CTZ11S92 Program -FORM C -2R I User#-MP2019 User -Better Builders Construct Run-House ------------------------------------------------------------------------------- HERS REQUIRED VERIFICATION -------------------------- This building incorporates non-standard Duct Location. REMARKS CONSTRUCTION ASSEMBLY Page 13 3R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Mastelotto Date..09/27/01 08:10:31 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I MICROPAS6 v6.01 File-MASTELTI Wth-CTZllS92 Program -FORM 3R I I User#-MP2019 User -Better Builders Construct Run-House ------------------------------------------------------------------------------- --------------------------------- Parallel Path Method Reference Name . W.21.2X6.16 Description .. Wall R-21 2x6 16oc Type ... .... . Wall R -Value ........ 21 Hr-sf-F/Btu Framing Material ..... FIR.2X6 Type ......... Wood Description .. 2x6 fir Spacing :..... 16 inches on center Framing Frac.. 0.15 --------------------------------- Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------- ------------------- ---------------- U-Factor: (1 / 22.54 x 0.85) + (1 / 6.98 x 0.15) = 0.059 Btu/hr-sf-F Total R -value: 1 / 0.059 = 16.89 hr-sf-F/Btu Material Cavity Frame Name ------------- Description ---------------------------------------- R -Value R-Value 0. FILM.EX Exterior air film: winter value --------- 0.17 --------- 0.17 1. STUCCO.0.88 0.875 in stucco 0.17 0.17 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3c. BATT.R21 R-21 batt insul (cavity = 5.5 in) 21.00 -- 3f. FIR.2X6 2x6 fir -- 5.45 4. GYP.0.50 0.50 in gypsum or plaster board 0.45' 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 22.54 6.98 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------- ------------------- ---------------- U-Factor: (1 / 22.54 x 0.85) + (1 / 6.98 x 0.15) = 0.059 Btu/hr-sf-F Total R -value: 1 / 0.059 = 16.89 hr-sf-F/Btu CONSTRUCTION ASSEMBLY Page 14 3R ------------------- Project Title.......... Mastelotto Date..09/27/01 08:10:31 --------------------------------------- I MICROPAS6 v6.01 File-MASTELTI Wth-CTZllS92 'Program -FORM 3R I User#-MP2019 User -Better Builders Construct Run-House ------------------------------------------------------------------------------- --------------------------------- Parallel Path Method Reference Name . W.19.2X6.16 Description .... WA11 R-19 2x6 16oc Type ........... Wall R -Value ........ 17.8 Hr-sf-F/Btu Framing Material ..... FIR.2X6 Type ......... Wood Description .. 2x6 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 --------------------------------- Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------------------------------------------ U-Factor: (1 / 19.34 x 0.85) + (1 / 6.98 x 0.15) = 0.065 Btu/hr-sf-F Total R -Value: 1 / 0.065 = 15.28 hr-sf-F/Btu Material Cavity Frame Name ------------- Description ---------------------------------------- R -Value R-Value O. FILM.EX Exterior air film: winter value --------- 0.17 --------- 0.17 1. STUCCO.0.88 0.875 in stucco 0.17 0.17 2. BLDG.PAPER Building paper (felt) 0.06 0:06 3c. BATT.R19 R-19 batt insu. (cavity = 5.5 in) 17.80 -- 3f. FIR.2X6 2x6 fir -- 5.45 4. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 19.34 6.98 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------------------------------------------ U-Factor: (1 / 19.34 x 0.85) + (1 / 6.98 x 0.15) = 0.065 Btu/hr-sf-F Total R -Value: 1 / 0.065 = 15.28 hr-sf-F/Btu CONSTRUCTION ASSEMBLY Page 15 3R Project Title.......... Mastelotto Date..09/27/01 08:10:31 ---------------------------------- I MICROPAS6 v6.01 File-MASTELTI Wth-CTZ11S92 Program -FORM 3R I User#-MP2019 User -Better Builders Construct Run-House ------------------------------------------------------------------------------- -------------------------------- Parallel Path Method Reference Name : W.11.2X4.16 Description .... Wall R-11 2x4 16oc Type ....... Wall R -Value ........ 11 Hr-sf-F/Btu Framing Material ..... FIR.2X4 Type ......... Wood Description .. 2x4 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 --------------------------------- Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------------------------------------------ U-Factor: (1 / 12.53 x 0.85) + (1 / 5.00 x 0.15) = 0.098 Btu/hr-sf-F Total R -Value: 1 / 0.098 = 10.22 hr-sf-F/Btu Material Cavity Frame Name Description R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17 1. STUCCO.0.88 0.875 in stucco 0.17 0.17 2. BLDG'.PAPER Building paper (felt) 0.06 0.06 3c. BATT.Rll R-11 batt insul .(cavity = 3.5 in)' 11.00 -- 3f. FIR.2X4 2x4 fir -- 3.46 4. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 12.53 5.00 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------------------------------------------ U-Factor: (1 / 12.53 x 0.85) + (1 / 5.00 x 0.15) = 0.098 Btu/hr-sf-F Total R -Value: 1 / 0.098 = 10.22 hr-sf-F/Btu CONSTRUCTION ASSEMBLY Page 16 3R Project Title.......... Mastelotto Date..09/27/01 08:10:31 -------------------------------- I MICROPAS6 v6.01 File-MASTELTI Wth-CTZ1lS92 Program -FORM 3R I User#-MP2019 User -Better Builders Construct Run-House ------------------------------------------------------------------------------- --------------------------------- Parallel Path Method Reference Name . R.38.2X4.24 Description .... Roof R-38 2x4 24oc Type ........... Roof R -Value ........ 38 Hr-sf-F/Btu Framing Material ..... FIR.2X4 Type ......... Wood Description .. 2x4 fir Spacing 24 inches on center Framing Frac.. 0.07 --------------------------------- Sketch of Construction Assembly, LIST OF CONSTRUCTION COMPONENTS FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------- ------------------- ---------------- U-Factor: (1 / 41.15 x 0.93) + (1 / 33.62 x 0.07) = 0.025 Btu/hr-sf-F Total R -Value: 1 / 0.025 = 40.51 hr-sf-F/Btu Material Cavity Frame Name ------------- Description ---------------------------------------- R -Value R-Value O. FILM.EX Exterior air film: winter value --------- 0.17• --=------ 0.17 1. SHNGL.ASPHLT Asphalt shingle roofing 0.44 0.44 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3. PLY.0.50 0.50 in plywood 0.62 0.62 4. AIR.RF.3.50 3.5 in & greater air space: heat flow up 0.80 0.80 5. BATT.R27.0 R-27 batt insulation 27.00 27.00 6c. BATT.RII.0 R-11 batt insul (cavity > 3.5 in) 11.00 -- 6f. FIR.2X4 2x4 fir -- 3.46 7. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.RF Inside air film: heat flow straight up 0.61 --------- 0.61 Total Unadjusted R -Values 41.15 --------- 33.62 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------- ------------------- ---------------- U-Factor: (1 / 41.15 x 0.93) + (1 / 33.62 x 0.07) = 0.025 Btu/hr-sf-F Total R -Value: 1 / 0.025 = 40.51 hr-sf-F/Btu HVAC -SIZING Page -17==========HVAC Project Title.......... Mastelotto Date..09/27/01 08:10:31 Project Address........ Feathervale Ave. ******* --------------------- Oroville, CA *v6.01* I Documentation Author... Steve Nelson ******* I Building Permit # I Better Builders Construction 5263 Royal Oaks Dr. I Plan Check / Date I Oroville, CA 95966 I I 530-589-2574 I Field Check/ Date I Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. -------------- I MICROPAS6 v6.01 File-MASTELTI Wth-CTZllS92 Program -HVAC SIZING I I User#-MP2019 User -Better Builders Construct Run -House I ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- FloorArea.... ............. Volume..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside•Design...... Winter Inside Design....... Summer. Outside Design...... Summer Inside Design....... Summer Range.. ... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 2707 sf 22509 cf Front Facing 0 deg (N) OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F No No Yes 0.20 HEATING AND COOLING LOAD SUMMARY -------------------------------- Heating Description (Btuh) Opaque Conduction and Solar...... 10236 Glazing Conduction............ 6787 GlazingSolar .................... n/a Infiltration ..................... 12803 Internal Gain .................... n/a Ducts ............................ 0 Sensible Load .................. 29825 LatentLoad ...................... n/a Minimum Total Load 29825 Cooling (Btuh) 5550 4411 3994 5257 2100 0 21312 4262 25575 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. V1 rr, z ; FfAffWAV AVENT ' � r v ND. DATE ISSUED ND. DATE REVGOW51T Better Builders Construction JOMVSTAM General Contractoro LIC No 3�5.WL50N 599-2574 '� ��_��,��I/++II dpmIsmer em to. atrmm. C Dom,NDSD rm 8i IY14.ACf�LN IYW I.V I I 12P .---�R --._.._.._. F1 I i i � � FM „ X ,7 PN" _ ,99 a DATE DRAMANG SLE Mm ND. DATE ISSUED ND. DATE REVGOW51T Better Builders Construction JOMVSTAM General Contractoro LIC No 3�5.WL50N 599-2574 '� ��_��,��I/++II dpmIsmer em to. atrmm. C Dom,NDSD rm 8i IY14.ACf�LN IYW I.V I I 12P ORMN er roe ADDRESS -�Atl /AI,� AVS,5263RoyalOaksDr.Orov111eCa O�OVI L GA, 95965 F1 I i i � � FM „ X ,7 PN" _ ,99 7 _ n R Co c I n,4 ImDATE w Q 2 X601 DRAWING TME WPM FW(W PLAN NO. DATE ISSUED NO. DATE REVISION Better Builders ConstructionB J/O,H,1,V� /ASTARR,� Ge'n,wial Con�ttrra�cttor Ito JLJGGJ 5263RD al oaks Dr., Omv111e, Ca 589-2574 Y � .� �:,,.,, w� """s abb a. 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