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HomeMy WebLinkAbout040-340-016♦ C ._,ice '1. '-� h+✓ •�.....1♦''�-�..++r^--, , _"5W+!`+f. `i y^ `_ �~ w '.. a, _ _ / � v '1. _ U � t p+..'T'..'� _ _ �, • - .._, 40-34-16- 66,; _ P e Antonowich 6,;4e �. ► i . C✓- S/S Paseo Companeros, app -2 mi•S.of Fair St., Chico f Permit •#222-79B,PE,M(new single a I family)sp x.040-340-016 9970991 ► GAUMER, Diane- 5.80 Paseo Cainpaneros, Chico.. • '` I Contr:.Rolf Weidhofer }� single famjly additio r 040-340-016_ 00-0052' � GAUMER, DIAN '• ' + ' 580 PASEO COMPANEROS,`CHICO i k CONTR: ,WULIMAS HEAT & AIR # CHANGE OUT HVAC t i !. I It ,i 1 t mss' -W.: .. - _ - w _ ._ n .\. � _ i .w. .• _ 1.. .s_. ___.'- i NOTES • ': RESIDENTIAL r 040-340=0160---� ' eci-:C vi. ; F •,�• PERMIT NO.'1, GAUMER Diane � I 580 Pasco Campaneros, Chico Contr: Rolf Wcidhofer single family addition At • - _ y '� is �7Y.-.. rMi i1 • / ` �/"iV - r l JOB FINALEO (Date) �/L �'. Signature J 1 3 i JOB FINALEO (Date) �/L �'. Signature J t COUNTY OF BUTTE - DEPARTMENT OF DEV=LOPMENT SERVICES - BUILDING DIVISION 7.'County Center Drive • Oroville, Califo(nia 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) ` APPLICATION AND PERMIT���C�/ ASSESSOR PARCEL NUMBER 044340•-016 ZONIN7 !1 R'1 BUILDINGPERMIT OWNER GAU R, 'DIANE ON TELEPI'E M ?5" ..06 6 SQ. FT. OCC. BUILDING VALUATION M gun 15, 189 . OWNERS MAILING ADDRESS 580 PASO CAMPANfRM 0 CUM 95928 CONTRACTOR'S NAME ROLF WUDHOFBR I TELEPIIONE 514--1067 CONTRACTORS MAILING ADDE:O. BOX 27 FOREST RANCH 95942 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS I Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee `$ j 180.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee - $ 117.00 BUILDING ADDRESS 580 PAS90 CAMPANEROS CHICO Energy Plan Checking Fee $ $ PERMIT FEE $ 317.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap ( 7.00 USEOFSTRUCTURE SF O Duplex ❑ Mobilehome ❑ Other SPECIFY - Solar,'or heat tump water heater 23.00 Water`' piping 15.00 Each gas water heater or vent 15.00 xX TYPE OF WORK New ❑ Addition O Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 OOOV OR LESS Main Service . '0.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* orce and effect. License Class Lic. No. 1"� 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. ❑ 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 Main Service To I000A 46. NEW CONST. OWEWNOCCUP. WEE OR ADDNS. ( & ACCG. BLDS. so SO `3.5¢FT. 1.41 HOµR6,DT' MULTI.OUTLEr @7,50 POWER APPARATUs S SINGLE OUTLET CTR. EX. OCCU OUTLETF-ED R FDRUREs 20 p 1.00 BAL @ .50 Ex. Occup. oFuTtEtDrs .M.) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 31.41 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for' by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) �l i certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall f with comply with those provisions. X Date A,47 / Y!" Sig ature 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 height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ °,�c� corsVT�vPE TOTAL FEE $ 34w-', 1 HAZ. D. FEES IMP FLo tG,93' CDL. PARCEL A Pb HD, `ISSUN L This permit is hereby issued u ger'the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. �t By 1 Date PERMIT EXPIRES ON T efe Receipt �7.7 - 2%�bGaL7 777 U77-1 WHITE -D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT /=OK' 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date ' MOBILE HOME UTILITIES (Plans) OK except 4's Footings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 3. Sewer; Location -Test -Fall -C/O -Concrete 7. 4. Water; Location -Test -Easement Needed (Sketch) Frmg.; Sills -Anchors- Studs- Rftrs-Trusses.. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 10. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ /'LPG Ext.; Steps -Doors -landings 7. Well Clearance & Disconnect Plumb.; Cir. Test -Water Supply Test 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except ft'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 i MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except It's 1. Zoning Requirements-Setbacks-Easeme6ts; 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses.. 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing " 11. Ext.; Steps -Doors -landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ft's 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-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 V=OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL Date derfloor (Plans) OK except #'s wl�lpl on ing-Setbacks- Easements- Flood- Slope tg., Main; Soils-Elec. Grnd.-/X/" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Downs and Special Anchors 62. Slab, Steel -Wrapped ?,es -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 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date2� y�"g Card B-1 /Z* Date Card B-1 Dato S' t7 9 Card B-1 lei% Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent-Access-Corrlbustion Air Baffle 18. Water Pipe; Test & Anch -Nail Protection 19. D.W.V.; Test Fittings Anchor -Nail Protection 20. Shower Pan; Te , First Floor -Tub Access 21. Test Tub & ower, Second Floor -Tub Access 22. Gas PX- Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 3 ..jure & Transformer Clearance -Ins. Protection 4. lec. Receptacles Spacing -Lights & Switches at Doors ze Boxes & No. of Conductors Stapled Ramex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Meth Fasteners -Bond Gas & Water Appliance Circuits in Kitchen & Conductor Size GFI � 1. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI ,0!fiange Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral Q Yes Q No Service -Riser Conductors & Ground Main Disconnect �3g!( quip. Clearances Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light -Spa Light 34.)Smoke Detector Date JQ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Perm' K except #'s 35. A.C. Ducts Insulaliq4 Support 36. Vent Fan, Exh st above insulation 37. Condensa Drain & Overflow, Size & Grade 38. Furna -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. At ' Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date TAING (Permit) OK except #'s S' Proper Materials & Anchors ils Studs -Nailing Spacing & Braces -Plates -Sound aring Walls over Girders & Floor Nailing 4 . Dcaft,Stop in Walls (rat proof) 4 re Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing (Single & Duplex) Date FRAMING (Continued)' ` 46. Angers -Post Caps -Anchors -Connectors Cling, Joist-Rttr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. "_F1 -_re lace Ties or Type A Flue -Fireplace Throat Clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Ht. & Dimensions e Fire Protection Framing 51- Prooertv Line Firewall & Ooeninos 82. Following Insild./Drive J Yes ] No/Walks J Yes 7 No/Planters :J Yes J No 83.1 Stucco Brown -Finish 841 A.C. Unit Disconnect, Electrical -Plumbing 85,/ Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 861 Water Well, Disconnect, Electrical, Plumbing 87, Exterior Elec. Trim, G.F.I. Receptacle -Underground 8 Ventilation Throughout House 89! Glass Protection 9W Corrections from Previous Inspections 9�1. Gas Test -Meters Tagged, Gas -Electric 92: Water & Sewer Connected -C/O to Grade -HD Approval 93_.E'nergy Compliance Certificate -Other Certificates 94. ,eddress Posted v Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Doors -One 3' -Check Garage 3rd Story, 2 Exits St 'rs; Width -Headroom -Rise -Run -Landing -Fire Protection wl�lpl ood on Roof Overhang -Attic Vents -Rafter Outriggers Sid' =Nailing Veneer 5;1.S ucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic S Ai Walls; Nailing -Bolts ace Interior/Exterior Wall Panels Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63 xt. Steps -Door & Sidelight Protection -Landings Se Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - /In Garage; Above Floor -Ducts -Meth. Protection 6J3' Bedroom Exiting . G :I. & Bath Fixtures & Tub Access -Spa 6 Elec. Trim & Subpanel, Breaker Sizes & Labels �6-6teirs & Rails fireplace or Stove, Clearance -Hearth Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Mach. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80./Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth ( Clearance Looked under Floor Q Yes 82. Following Insild./Drive J Yes ] No/Walks J Yes 7 No/Planters :J Yes J No 83.1 Stucco Brown -Finish 841 A.C. Unit Disconnect, Electrical -Plumbing 85,/ Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 861 Water Well, Disconnect, Electrical, Plumbing 87, Exterior Elec. Trim, G.F.I. Receptacle -Underground 8 Ventilation Throughout House 89! Glass Protection 9W Corrections from Previous Inspections 9�1. Gas Test -Meters Tagged, Gas -Electric 92: Water & Sewer Connected -C/O to Grade -HD Approval 93_.E'nergy Compliance Certificate -Other Certificates 94. ,eddress Posted v Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: - ;-�, -�-}=-�.,c -�e.r�r -s-•t. ,-� ,_- `ri . ._:1F_ .."rcw'wpq-.'7��aCf^:�i.7�f`':`�'�'iaCca�'g�•wx.St+7iwg+ ., -•-- .7,�- .w. wsa-. r-+1t+?�"9�," .."CV..+: �;. �� f T 040-340-016 ,,bo-0052 ` . GAUMER, DIAN ' �r `t '580 PASEO• COWANEROS,.CHICO, ' CONTR: WILLIMAS HEAT & AIR CHANGE OUT HVAC t T . s • Y - I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. - (Rev. 12/96) %,(Rev.12/96) APPLICATION AND PERMIT C. i ASSESSOR PARCEL NUMBER ZONING V BUILDING PERMIT OWNER--• TELEPHONE 2sq I -613(0 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS - 80 n nLr!03c. f CONTRACTOR'S NAME - 1 TELEPHONE 1 ,- �+ rfl 1 CONTRACTORS MAILING ADDR S �! I� CONSTRUCTION LE ER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS �)410 neOP Energy Plan Checking Fee $ $ - PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF,J Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑h Remodel ❑ Utilities ❑ Ins/taallattioAn 13 Other ❑ Describe Work: 1 ' � Q � 14t N_ .� Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service zooA 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 i full force and effect. "' � Q Lic. No. ' ,�' _ License Class �/ 'moi OWNER -BUILDER 'DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200AWEE TO I000A 46.00 NEW CONST. OWELLMKiOCC. OR ADDNS. ( a ACC. BLDS SO 3.52FT. T. NON-REOSID. MULT.1.0. LET 97.50 P.Or APPARATUS a SINGLE AP= clR. Ex. Occup. OUTLET OR FDCTUREs Bn� ®+:w Ex. Occup. 0 EE' A6Io.OER. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 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 MECHANICAL PERMIT Fling Fee 20.00 Heating L5• .5"(' I Cooling Hood 6.50 Ventilation PERMIT FEE $-40.('t) 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.) certify that in the performance of the work for which this permit is issued, 1 shall Ir 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 fkh comply with those prov4sl5ns. X l% �� �t�/"`�;'�' j° Date %"""�� ` �� � ��� — Sig ature of Appifcant - ❑ Owner Contractor ❑ Agent An OSHA perrrfit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ ri°Cc. /` co" PE TOTAL FEE $-7n. (-13 HAZ. I D. FEES IMP I FLOOD I CDF I PARCEL I PD HD SSUE This permit is hereby issued under in the Butte County Code and/or indicated above for which fees have Bye (tr .4 •til P C S Lt Ql LO PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. J Date Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ry 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541D PERMIT NO (Rev. 12196) * APPLICATION AND PERMIT ASSESSOR PARCEL NUM ER 4o moo- -D N NO ZO BUILDINGPERMIT OWNER T �LEPHONE q SO. FT. OCC. BUILDING VALUATION . OWNER'S�ILING ADDRESS L�HOJ,NE CONTRA17'S ` M I.CN <6TE��W, q7511 I CONTRACTf7,ff DRE s 1 ?E CONSTRUCTION LEN ER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flinn Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 500 Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SFX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: AdAmp q(dt� Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service zaOAoRLESS 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 i Mull force nd effect. _7 � �% License Class I�CCC/// Lic. No. CCJJ G_ 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. ' ❑ 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 Main Service 200A TO 1000A 46.00NEW CONST. DWELLING occuP. OR ADDNS. ( a Acc. BLOB. so 3.5¢FT: "No�N RES'. MULTBRANCI.. ITT. 97,50 POWER APPARATUS 6 SINGIF OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20@ , 00 SAL Q .50 Ex. Occup. OFlx s REWS D OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION, 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Z5 -OD _,5',0 -o Cooling _z ZJ`, OU 25-,&D Hood 6.50 Ventilation PERMIT FEE $ 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.) 't,t 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 fort mply with thos@ pro'proo0w. X _ Date ���� ^ �� Si ature o p cant - ❑ Owner contractor ❑ Agent An OSHA permft is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ ,4cC3 11�� CODIS TOTAL FEE $a . CID HAZ. D. FEES IMP FLAOD CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By EXPIRES ON the applicable provisions Resolutions to do work been paid. Date _ /—// 060a /—//_19W/ Date Receipt No. aRlol.42-61PERMIT WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD•APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERM o (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 040-340-016 ZONING BUILDING PERMIT OWNER GAUMER, DIANE TW1636 SO. FT. OCC. BUILDING VALUATION Sun , . OWNERS MAILING ADDRESS 580 PASO CAMPANEROS, CHICO 95928 CONTRACTOR'S NAME ROLF WEIDHOFER TELEPHONE1067 CONTRACTORS MAILING ADD E. 0. BOX 27, FOREST RANCH 95942 CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $ 180.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 117.00 BUILDING ADDRESS 580 PASEO CAMPANEROS CHICO Energy Plan Checking Fee $ $ PERMIT FEE $ 317.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF [A Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition 6 Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 RUES Main Service 2a DA OR tfSS 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 fU rce and effect. J/J� fy�� License Class Lic. No. r" v 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 astheir 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 Main Service 200A TO LODOA 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 6 ACC. BLDS. s0 3.50,7. 11.41 ,.m"E'NWRESID. MULTI.OUTLET @7.50 POWER APPARATUS a SINGLE OurLEr CIR, Ex. Occu OUTLET OR FD(TURES 20 @ 1'00 BAL o .50 Ex. Occup. OFuc�LE�OSARM ORS 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 31.41 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 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall of employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall ;oYrfwith com 1 with those provisions. X 0/ ,,w Date ] Z ! 5' Si ature of Applicant - [3 Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ W-3 "IM" TOTAL FEE $ 348. 41 HAZ. — D. FEES IMP FLqoA HU CDF _ P EL Artil ISSU This permit is hereby issued under the applicable provisions of the Butte CountyCode and/or Resolutions to do work indicated above for which fees have been paid. % I By ate 1 PERMIT EXPIRES ON / Da ReceiptNo. 2 66L 127.00 A 73 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GO DENROD-APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION '* = County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER O+- ' j b ZONING rin Q l�6 BUILDING PERMIT OWNER ��ANE ►�.�M��t- p TES]/�I �/ 3 SO. FT. OCC. BUILDING VALUATION � � Sur OWNERS MAILING DRE93 S9 ?^So G A41 ?ewJ,--QoS 4f*uco �i S�'ZS CONTRACTOR'S NAME r,10140141r__Q_ TELEPHONE 1061C6.0L 1:5471C64- ONTRACTOR'S DRESS CONTRACTOR'SMAILINGD ez CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 16-7 7 19 9 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ Permit Fee J 2220.00 $ I V 0 ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ I 1-7 BUILDING ADDRESS �c '58O�:jiR c CO CA iN1i�1�N c P— Energy Plan Checking Fee $ $ C PERMIT FEE $ 31 7 LOT NO. SUBDN610N'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF W Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23. Water piping 00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition [Y Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S 11K W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoo. oRR mss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in kLforce and effect. Q License Class Lic. No. U OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason _ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation Insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued. I shall 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 o with comp with those provisions. .{� X L Date 9/ _ Si tura of Applicant - ❑ Owner 10,Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories In height. Main Service zoow TO IOWA 46.00 I NEW CONST. ( OwEWNO OCCUP. 3.5QF°: ORA��S. MU Ic-OUTLET NONRESID. @7.50 PowER APPARATus a swGLE ounFT as Ex. Occu OUTLET OR FIXTURES 1 20 O 100 00 Ex. Occup. oUrLEETsEssili °Een 5.00 Temporary Service 29.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEL: $ Mobile Home Installation Fee $ Energy Inspecti n Fee I $ co OTAL FEE $ 3'j / A ,,�.MP EKEE-S D CDF i PMC D ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date _ DefB ReceiptNo. 5117 -- 26y6dL WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT --�`*"w+�a"-+xsi3�r''a''�:r`i�'i�`��sf�s'�+'V`�:�'��1+�.�}:;r�,s�:r����iir"i.,. +.fr��y `�'-�+'.��s,-�t���� -•�,, .r..' Y - COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT "PLICA TION DATA SHEET OWNER: a I ASE . GR U rH eR ASSESSOR PARCEL NUMBER: YO 3 ti / 6 Proposed Building Use: SIC JC0,J R001►% Building Inspector: C • Date: f'L -MAY - 1999 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1 iiems have been submitted -------------------------------------------------------------------------------------- lot plans, 3/4 sets, signedby the preparer of plans.-----------��5 -`--S S o R ___ ger, ----------------- u ,(�SSessU/� -15� 0"J . Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------- ------------------� 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑8. Hazardous Material Form.------------------------------------------------------------------------------------------ W01 ElManufactured and installation instructions including Tie Down Specifications. -----------------=Fees of $ 27- . f' ---------------------------------------------------------Impact fees as shownonthe attached schedule.-------54.vj634P+1______-- C Hv_o I _ o_ /��Q'S2. California Department of Forestry plan approval/fees.--------------------------------------------------------- ❑ 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- *�T4. Sanitation and plot plan approval C H/ G O Health Department. ------------------------------------------- ,Fye Ell 5. City of Chico plumbing permit! ---------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs.,______ ---- _________--------------------------- 19P7. __________________________19 /. Planning approval for (A) Use: l (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- 1119. ---------------------- ❑19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- Lj 20. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). 1122. Workers' Compensation carrier and policy number. ----------------------- 1123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -- 024. Letter of signature authorization. -------------------------------------------- 025. Recorded copy of Agricultural Acknowledgment Statement. -------------- ❑26. Letter of intent on building use. ----------------------------------------------. ❑27. Manufactured Home utility clearance. --------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------. ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ X30. Other: Zj,,&Va� l��;T l , When you is: ❑ Telephone (Date) U l and hold for pickup at jpffice. ❑ Deliver with inspector. Applicant: d/ ` %!' Date: A- /Z1 97 Copy of Haz-Mat form sent o Health Department, ❑ Fire Dqpartment, ❑ , Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Den en— , O 1. Index permit application for the above items numb r Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by o phone, ❑ mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, o mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ BuildinyDivision counter, by Date: Plans reviewed by: Date: Plans approved by: oC S Date: j Sets of plans on hold in o Plan Cabinet, ❑ A.P. folder. "eNote transfer by: Date: von,,.,, r,..... T -N.,...._...- -rn--'-----• �-- . , .. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H�USE O LYLY Riot Pion Attached Floor Plan Arts h Sent to B.D. eI40 AAAnA �© oda^yo-0/6 Owner Location Y AP# Plan Approved for: Sewage Disposal „Water Supply: Public Private Well Clearance for Hold final for: Final clearance O.K. for: NOTE: Environmental Health Sp alist Date 8/96 FLOOD PLAIN DECLARATION I declare the actual value of the proposed construction work under build- ing permit application G/' — O C1`311 at 5 -SO Pcz .s en %rte of �e Nous A.P. y0-01.6 for ��.a-L l��oH n��.�c�,�,:�� does not equal or exceed the definition of "Substantial Improvement."* I am aware the building site is in a flood -plain area, even though I am not required to comply with the flood plain management criteria. PROPERTY OW ADDRESS PHONE NO. DATE / " -9 � *Substantial improvement is defined as follows: Any repair, reconstruc- tion, or improvement of a structure, the cost of which equals or exceeds 509 of the market value of the structure either, (a) before the improvement or repair is started, or (b) if the structure has been damaged, and is being restored, before the damage occurred. NOTE: Documentation may be required to substantiate costs. 14 5 • May 19, 1999 Rolf Weidhofer P.O. Box 27 Forest Ranch, CA. 95942 Assessor Parcel Number: 040-340-016 Building Permit Number: 99-0991 The above referenced building plans were reviewed by this office. Provide. additional information and/or make revisions to plans, specifications and calculations as follows: 1. Provide a floor plan of the exiting house so that I can see that natural light and ventilation in the existing house have not been compromised. 2. Cedar shake roofs are not allowed in Butte County unless they are Class C minimum. 3. I am enclosing your School District Fee form. 4. I am enclosing.a flood plain affidavit to'be filled out. The plan check has not been completed pending the above. If you have any questions, you may.call 538-7541 between 1:00 P.M. and 4:00 P.M: Monday through Friday. Sincerely, Linda Sexton Plans Examiner ....� �� ,�•. • .-� Sufte, Count LA N•D O F NATU RAL WEALTH A N D BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 • May 19, 1999 Rolf Weidhofer P.O. Box 27 Forest Ranch, CA. 95942 Assessor Parcel Number: 040-340-016 Building Permit Number: 99-0991 The above referenced building plans were reviewed by this office. Provide. additional information and/or make revisions to plans, specifications and calculations as follows: 1. Provide a floor plan of the exiting house so that I can see that natural light and ventilation in the existing house have not been compromised. 2. Cedar shake roofs are not allowed in Butte County unless they are Class C minimum. 3. I am enclosing your School District Fee form. 4. I am enclosing.a flood plain affidavit to'be filled out. The plan check has not been completed pending the above. If you have any questions, you may.call 538-7541 between 1:00 P.M. and 4:00 P.M: Monday through Friday. Sincerely, Linda Sexton Plans Examiner IQ Building DepIgLe t Representative Floor Plans reviewed by School District ' District Identtiifi�icabon No. l7 ( School District certifies that Roofed Areas) 1 - MA -e -'99 Date A U MAt2 (Applicant) , pQzeO tCcr>t &.6 (Street Address) (Phone Number) 0 h Z&O 4_7- (City) (State) (Zip Code) has complied with the requirements of Resolution No. / VO by payment i. $ tl C representing square feet AB 2926 ? . ' $ 1, _46 t L FULL MITIGATION s 3//�� School District Representative Paid by Check # /y Remarks: Date I 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 (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis 110/98)dmm 4 • BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM • (One form per Building) t School District C US A Building Department No. XP. Number yo 3'f I6 Jurisdiction: City County 01 A, V At i A U MFR Property Owner Property Location/Address 550 f AS £f7 CAM rA rvV?o s Subdivision Y Lot No. Residential Development ................................................................................................................... i Sq. Footage 3 Z 6 No of Living Mobile Home A dion/ *Supplemental to (Group R) Units Installation Conversion Permit # :.......... *(No foundation inspection); Commercial/Industrial Sq. Footage New Addition (Including Exterior IQ Building DepIgLe t Representative Floor Plans reviewed by School District ' District Identtiifi�icabon No. l7 ( School District certifies that Roofed Areas) 1 - MA -e -'99 Date A U MAt2 (Applicant) , pQzeO tCcr>t &.6 (Street Address) (Phone Number) 0 h Z&O 4_7- (City) (State) (Zip Code) has complied with the requirements of Resolution No. / VO by payment i. $ tl C representing square feet AB 2926 ? . ' $ 1, _46 t L FULL MITIGATION s 3//�� School District Representative Paid by Check # /y Remarks: Date I 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 (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis 110/98)dmm 4 iii • -r STRUCTURAL CALCULATIONS f':.. RCE Job #98.062 { for GOLDMANN ROSE y Gaumer Solarium .�T .. . 580_ Paseo Campaneros' - Chico, CA Calculation Index: Page # l . Gravity Loads;' 1 • `Lateral Analysis LI — L4 ,�:,... _ ' • Frame Analysis F 1 — F19 N , Beam Analysis ^' .131 44 Revision Summary: t Rev. 0 Initial Issue_ ,rte ` '�� •. � t{ These Calculations have been prepared for plans drawn by.. --� Goldmann & Rose for the above indicated property. iThe,I tS t' results of the calcu been incorporated ,on said'` Q� p� plans. ROBERTS CONSULTING ENGINEERING 336 Broadway Suite #7 • Chico, CA 95928 • (530) 894=8801 E-mail: • cj@r-c-e.com 8t Website: http://Www.r-c-e.com 12/14/98 - Gaumer Addition - RCE fob No. 98-062 Pg. 1 Gravity Loads: Roof Dead Load 5/8" CDX Ply. 1.7 psf Slope = 2x 12's @ *24" o.c. 2.2 psf 8 Ceder Shakes 3.0 psf to 1/2" Gyp 2.2 psf 12 Insul. 1.0 psf Misc. 2.4 psf Total sloped 12.5 psf Total horiz 15.0 sf Total axial 6.9 sf Roof Live Load 11construction 16.0 psf Wall Dead Load 3/8" CDX Ply. 1.5 psf 2x6 Framing @ 16" o.c. 1.7 psf Stucco 10.0 psf 1/2" Gyp 2.2 psf Insul. 1.0 psf Misc. 2.6 psf Total 19.0 psf 11 •P 'k 12/14/98 - Lateral Analysis - Gaumer Addition - R.C.E. Job 98-062 UBC Wind Loads -- Method 1 p= Ce•Cq•gs•I 11AAAI n1 ui IWR nWR (11 R (1PR P= P= p= P= P= P= Wind Loading @ Roof Tributary @ Wall Line A -See-- Pc,�-_F Area 4.38 feet @ Mean Roof Height = 1 1.8 feet 0.00 feet @ Uplift Pressure = 6.2 psf 4.38 feet @ 7.50 feet @ 7.50 feet @ nd Loading @ Roof Wall Lines 1 & 2 !an Roof Height = 11.8 feet Uplift Pressure = 6.2 psf Wind Loading @ Roof Between Wall Lines 1 8L 2 Mean Roof Height = 11.8 feet Uplift Pressure = 6.2 psf Tributary Area 4.38 feet @ 0.00 feet @ 0.00 feet @ 0.00 feet @ 0.00 feet @ Tributary Area 8.00 feet @ 0.00 feet @ 0.00 feet @ 0.00 feet @ 0.00 feet @ LI Wind Speed 75 mph Exposure: B where; 0.7 (OLR) Outward @ Leeward Roof Ce = 0.62 @ 0 to 15' Ce = 0.67 @ 15 to 20' Ce = 0.72 @ 20 to 25' Ce = 0.76 @ 25 to 30' Ce = 0.84 @ 30 to 40' Ce = 0.95 @ 40 to 60' Cq = 0.8 (IWW) Inward @ Windward Wall Cq = 0.5 (OLW) Outward @ Leeward Wall C Cq = 0.3 (IWR) Inward @Windward Roo Cq = 0.9 (OWR) Outward @ Windward Roof Cq = 0.7 (OLR) Outward @ Leeward Roof Cq = 0.7 (OPR) Outward @ Parallel To Ridge cis = 14.4 psf I = 1.00 Importance Factor Roof Slope = 8 Rise to 12 Horiz. Normal Resultant Horizontal Pressure Force 7.1 psf = 31 lbs. (IWW) @ 0 to 15' 7.7 psf = 0 lbs. (IWW) @ 15 to 20' 4.5 psf = 20 lbs. (OLW) @ 0 to 15' 2.7 psf = 20 lbs. (IWR) @ 0 to 15' 6.2 psf = 47 lbs. (OLR) @ 0 to 15' Fp = 118 Of - horiz. Normal Resultant Horizontal Pressure Force 7.1 psf = 31 lbs. (IWW) @ 0 to 15' 7.7 psf = 0 lbs. (IWW) @ 15 to 20' .4.5 psf = 0 lbs. (OLW) @ 0 to 15' 2.7 psf = 0 lbs. (IWR) @ 0 to 15' 6.2 psf = 0 lbs. (OLR) @ 0 to 15' Fp = 31 plf - horiz. Normal Resultant Horizontal Pressure Force 7.1 psf = 57 lbs. (IWW) @ 0 to 15' 7.7 psf = 0 lbs. (IWW) @ 15 to 20' 4.5 psf = 0 lbs. (OLW) @ 0 to 15' 2.7 psf = 0 lbs. (IWR) @ 0 to IS' 6.2 psf = 0 lbs. (OLR) @ 0 to 15' Fn = 1 57 nlf - horiz. 12/14/98 - Lateral Analysis - Gaumer Addition R.C.E. Job 98-062 UBC Seismic Loads - Static Force Procedure V= (Z•I•C/Rw)•W where; Z = 0.3 Zone 3 I = 1.00 Importance Factor p= 0.103 •W C = 2.75 maximum Rw = 8.0 Plywood Shear Walls W = Building Weight Seismic Floor Loading Tributary Weights = 20.50 feet of (6/12) Roof @ 15.00 psf @ Line A 10.00 feet of Ext. Wall @ 19.00 psf 0.00 feet of Int. Wall @ 10.00 psf V 5 1 p f -oriz. Seismic Floor Loading Tributary Weights = 18.00 feet of (6/12) Roof @ 15.00 psf @ Line 1 8t 2 12.00 feet of Ext. Wall @ 19.00 psf 0.00 feet of Int. Wall @ 10.00 psf V = 51 plf -oriz. 1. 12/05/98 - Lateral Analysis - Gaumer Addition - R.C.E. Job 98-062 Lateral Load Summary 1 st Level Loadings Wall Line ID Tributary Length (ft.) Unit Loads Seismic Wind p.l.f.) (p.l.f.) Wall Loads Seismic Wind (kips) (kips) Controlling Load Case A 10.50 51 118 0.539 1.236 Wind Controls 1 9.00 51 44 0.462 0.398 Seismic Controls 2 9.00 51 44 0.462 0.398 Seismic Controls 12/05/98 - Lateral Analysis - Gaumer Addition - R.C.E. Job 98-062 SHEAR STRESSES AND SHEAR ANCHORAGE SUMMARY Wall Line ID Wall Loads Seismic Wind (kips) (kips) Wall Length (feet) Wall Stresses (pin Drag Length (feet) Horizontal Diaphragm Lengths 8E Stresses Sill Plate Shear Anchorage Bolt Dia. (in.) or Connector Type Capacity (kips) Spacing (feet) (plf) (feet) (plf) East Side West Side North Side r South Side 1 @ Roof Level 1 @ Foundation 0.46 0.40 A@ Roof Level A@ Foundation 0.54 I I 1.24 1 See STAAD III Frame Analysis n/a I 20.5 60 I n/a n/a n/a i n/a Wall Line ID Wall Loads Seismic Wind (kips) (kips) Wall Length (feet) Wall Stresses (pin Drag Length (feet) Horizontal Diaphragm Lengths & Stresses Sill Plate Shear Anchorage Bolt Dia. (in.) or Connector Type Capacity (kips) Spacing (feet) (plf) (feet) (plf) East Side West Side 1 @ Roof Level 1 @ Foundation 0.46 0.40 See STAAD III Frame Analysis n/a 18 26 n/a n/a n/a 2@ Roof Level 2@ Foundation 0.46 0.40 I See STAAD III Frame Analysis n/a 18 26 n/a n/a n/a MN/ELEM 16 1 m 14 STRUCTURE DATA 13 TYPE = SPACE 4 NJ = 17 NM = 19 3 NE = 0 NS = 0 NR J= 6 NL = 31 1 17 X M A X = 210.0 Y M A X = 166.0 ZMAX= 120.0 15 9 7 6 5 woe- ians J=17,M=19 UNIT INC KIP S T A A O P 0 S T— P L 0 T ( REV o 22. 3 ) DATE: DEC 1 a, 1998 TITLE: STAAD SPACE W M MN/ELEM 1 5 13 1 96 STRUCTURE DATA TYPE = SPACE 9 11 NJ = 17 NM = 19 12 4 7 NE = 0 19 1 0 NS = 0 NR J= 6 8 NL = 31 S X M A X = 210.0 6 Y M A X = 166.0 Z M A X = 120.0 4 m J=17,M=19 Loc,::J rnS UNIT INC KIP S T A A D P 0 S T- P L O T ( REV: 22, 3 ) DATE: DEC 14, 1998 TITLE: STAAD.SPACE M User ID: R. C. E PAGE NO. P 1,B ************************************************** * * S T A A D - III * Revision 22.3 * Proprietary Program of * Research Engineers, Inc. * Date= 15:11: 14999 * Time= 15:11: 9 * * USER ID: R. C. E. ************************************************** 1. STAAD SPACE 2. INPUT WIDTH 79 3. OUTPUT WIDTH 72 4. UNIT INCHES KIP 5. JOINT COORDINATES 6. 1 .000 84.000 .000 7. 2 66.000 84.000 .000 8. 3 144.000 84.000 .000 9. 4 210.000 84.000 .000 10. 5 .000 .000 .000 11. 6 66.000 .000 .000 12. 7 144.000 .000 .000 13. 8 210.000 .000 .000 14. 9 .000 96.000 .000 15. 10 66.000 140.000 .000 16. 11 105.000 166.000 .000 17. 12 144.000 140.000 .000 18. 13 210.000 96.000 .000 19. 14 .000 96.000 -132.000 20. 15 .000 .000 -132.000 21. 16 210.000 96.000 -132.000 22. 17 210.000 .000 -132.000 23. MEMBER INCIDENCES 24. 1 1 2 25. 2 2 3 26. 3 3 4 27. 4 5 1 28. 5 1 9 29. 6 2 6 30. 7 2 10 31. 8 3 7 32. 9 3 12 33. 10 4 8 34. 11 4 13 35. 12 14 15 36. 13 16 17 37. 14 9 10 38. 15 10 11 39. 16 13 12 40. 17 12 11 41. 18 9 14 P 1,B a STAAD SPACE 42. 19 13 16 43. MEMBER PROPERTY AMERICAN 44. 4 TO 19 TABLE ST TUB50504 45. 1 TO 3 PRI YD 5.5 ZD 5.5 46. MEMBER RELEASE 47. 1 TO 3 START MY MZ 48. 1 TO 3 END MY MZ 49. CONSTANT 50. E STEEL MEMB 4 TO 19 51. DENSITY STEEL MEMB 4 TO 19 52. POISSON STEEL MEMB 4 TO 19 53. UNIT FEET POUND 54. CONSTANT 55. DENSITY 40. MEMB 1 TO 3 56. POISSON .3 MEMB 1 TO 3 57. UNIT INCHES KIP 58. CONSTANT 59. E 1600. MEMB 1 TO 3 60. SUPPORT 61. 5 TO 8 15 17 PINNED 62. UNIT FEET POUND 63. LOAD 1 DEAD LOAD 64. SELFWEIGHT Y -1. 65. MEMBER LOAD 66. 14 TO 17 UNI GY -30. r 67. 18 19 UNI GY -158. 68. 1 TRAP GY -19. -89. 69. 2 TRAP GY -89. -133. 0. 3.25 70. 2 TRAP GY -133. -89. 3.25 6.5 71. 3 TRAP GY -89. 0. 72. JOINT LOAD 73. 10 12 FY -970. 74. 14 16 FY -2640. 75. LOAD 2 LIVE LOAD 76. MEMBER LOAD 77. 14 TO 17 UNI GY -32. 78. 18 19 UNI GY -168. 79. JOINT LOAD 80. 10 12 FY -930. 81. 14 16 FY -2816. 82. LOAD 3 N -S WIND 83. JOINT LOAD 84. 14 16 FZ 398. 85. LOAD 4 N -S SEISMIC 86. JOINT LOAD 87. 14 16 FZ 462. 88. LOAD 5 E -W WIND 89. MEMBER LOAD 90. 14 15 UNI X 58.9 91. 16 17 UNI X -58.9 92. LOAD 6 E -W SEISMIC 93. MEMBER LOAD 94. 14 15 UNI X 25.7 95. 16 17 UNI X -25.7 96. LOAD 7 D + FL 97. REPEAT LOAD User ID: R. C. E. -- PAGE NO. r2 User ID: R. C. E. STAAD SPACE -- PAGE NO. F 3 98. 1 1. 2 1. 99. LOAD 8 D + FL + N -S SEISMIC 100. REPEAT LOAD 101. 1 1. 2 1. 3 1. 102. LOAD 9 D + FL - N -S SEISMIC 103. REPEAT LOAD 104. 1 1. 2 1. 3 -1. 105. LOAD 10 D + FL + E -W SEISMIC 106. REPEAT LOAD 107. 1 1. 2 1. 4 1. 108. LOAD 11 D + FL - E -W SEISMIC 109. REPEAT LOAD 110. 1 1. 2 1. 4 -1. 111. LOAD 12 .85D + N -S SEISMIC 112. REPEAT LOAD 113. 1 .85 3 1. 114. LOAD 13 .85D - N -S SEISMIC 115. REPEAT LOAD 116. 1 .85 3 -1. 117. LOAD 14 .85D + E -W SEISMIC 118. REPEAT LOAD 119. 1 .85 4 1. 120. LOAD 15 .85D - E -W SEISMIC 121. REPEAT LOAD 122. 1 .85 4 -1. 123. LOAD 16 D + FL + N -S WIND 124. REPEAT LOAD 125. 1 1. 2 1. 5 1. 126. LOAD 17 D + FL - N -S WIND 127. REPEAT LOAD 128. 1 1. 2 1. 5 -1. 129. LOAD 18 D,+ FL + E -W WIND 130. REPEAT LOAD 131. 1 1. 2 1. 6 1. 132. LOAD 19 D + FL - E -W WIND 133. REPEAT LOAD 134. 1 1. 2 1. 6 -1. 135. LOAD 20 COLUMN AXIAL COMPRESSION 136. REPEAT LOAD 137. 1 1. 2 .7 3 2.25 4 .625 138. LOAD 21 COLUMN AXIAL COMPRESSION 139. REPEAT LOAD 140. 1 1. 2 .7 3 2.25 4 -.625 141. LOAD 22 COLUMN AXIAL COMPRESSION 142. REPEAT LOAD 143. 1 1. 2 .7 3 -2.25 4 .625 144. LOAD 23 COLUMN AXIAL COMPRESSION 145. REPEAT LOAD 146. 1 1. 2 .7 3 -2.25 4 -.625 147. LOAD 24 COLUMN AXIAL COMPRESSION 148. REPEAT LOAD 149. 1 1. 2 .7 3 .625 4 2.25 150. LOAD 25 COLUMN AXIAL COMPRESSION 151. REPEAT LOAD 152. 1.1. 2 .7 3 -.625 4 2.25 153. LOAD 26 COLUMN AXIAL COMPRESSION STAAD SPACE 154. REPEAT LOAD 155. 1 1. 2 .7 3 .625 4 -2.25 156. LOAD 27 COLUMN AXIAL COMPRESSION 157. REPEAT LOAD, 158. 1-1. 2 .7 3 -.625 4 -2.25 159. LOAD 28 COLUMN AXIAL TENSION 160. REPEAT LOAD 161. 1 .85 3 2.25 162. LOAD 29 COLUMN AXIAL TENSION 163. REPEAT LOAD 164. 1 .85 3 -2.25 165. LOAD 30 COLUMN AXIAL TENSION 166. REPEAT LOAD 167. 1 .85 4 2.25 168. LOAD 31 COLUMN AXIAL TENSION 169. REPEAT LOAD 170. 1 .85 4 -2.25 171. UNIT INCHES KIP 172. PERFORM ANALYSIS P R O B L E M S T A T I S T I C S ----------------------------------- User ID: R. C. E. -- PAGE NO. F4 NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 17/ 19/ 6 ORIGINAL/FINAL BAND -WIDTH = 9/ 4 TOTAL PRIMARY LOAD CASES = 31, TOTAL DEGREES OF FREEDOM = 84 SIZE OF STIFFNESS MATRIX = 2016 DOUBLE PREC. WORDS REQRD/AVAIL. DISK SPACE = 12.09/ 909.8 MB, EXMEM = 1966.0 MB ++ Processing Element Stiffness Matrix. 15:11:15 ++ Processing Global Stiffness Matrix. 15:11:15 ++ Processing Triangular Factorization. 15:11:15 ++ Calculating Joint Displacements. 15:11:15 ++ Calculating Member Forces. 15:11:15 173. PLOT SECTION FILE 174. *CHECK GRAVITY ONLY CONDITIONS 175. LOAD LIST 1 2 7 176. PARAMETER 177. CODE AISC 178. FYLD 46. MEMB 4 TO 19 179. RATIO 1. MEMB 4 TO 19 180. BEAM 1. MEMB 4 TO 19 181. PUNCH 5. MEMB 4 TO 19 182. CHECK CODE MEMB 4 TO 19 STAAD SPACE STAAD-III CODE CHECKING - (AISC) User ID: R. C. E. -- PAGE NO. 5 ALL UNITS ARE - KIP INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ ----------------------------------------------------------------------- ----------------------------------------------------------------------- FX MY MZ LOCATION 4 ST TUB 50504 PASS AISC- H1-3 141 7 2.55 C -21.84 .03 84.00 5 ST TUB 50504 PASS AISC- H1-3 .170 7 2.30 C -25.66 2.53 12.00 6 ST TUB 50504 PASS AISC- H1-3 .045 7 3.08 C -2.91 -.19 .00 7 ST TUB 50504 PASS AISC- H1-3 .046 7 2.38 C -4.14 -.64 56.00 8 ST TUB 50504 PASS AISC- H1-3 .045 7 3.06 C -2.91 .19 .00 9 ST TUB 50504 PASS AISC- H1-3 .046 7 2.38 C -4.14 .64 56.00 10 ST TUB 50504 PASS AISC- H1-3 .141 7 2.52 C -21.84 .03 .00 11 ST TUB 50504 PASS AISC- H1-3 .170 7 2.30 C -25.66 -2.53 12.00 12 ST TUB 50504 PASS AISC- H1-3 .225 7 7.46 C 28.28 -.39 .00 13 ST TUB 50504 PASS AISC- H1-3 .225 7 7.46 C 28.28' .39 .00 14 ST TUB 50504 PASS PUNCHING SHR .152 7 .40 C 3.75 2.18 79.32 15 ST TUB 50504 PASS AISC- H1-3 .019 7 .33 C 1.46 1.54 .00 16 ST TUB 50504 PASS PUNCHING SHR .152 7 .40 C -3.75 2.19 79.32 17 ST TUB 50504 PASS AISC- H1-3 .019 7 .33 C -1.46 1.55 .00 18 ST TUB 50504 PASS AISC- H1-3 .185 7 .29 C .27 -33.72 66.00 19 ST TUB 50504 PASS AISC- H1-3 .185 7 .29 C -.26 -33.72 66.00 183. PARAMETER 184. CODE AISC 185. WSTR 21. MEMB 4 TO 19 186. WMIN .125 MEMB 4 TO 19 187. WELD 1. MEMB 4 TO 19 188. SELECT WELD MEMB 4 TO 19 STAAD SPACE STAAD-III WELD DESIGN ALL UNITS ARE - INCH KIP User ID: R. C. E. -- PAGE NO. F 6 MEMBER LOCATION/ WELD TYPE/ WELD SIZE/ COMB STRESS/ --------------------------------------------------------------------- --------------------------------------------------------------------- LOADING HOR STRESS VERT STRESS DIR STRESS 4 STA 1 2/16 1.03 7 .10 .00 1.02 4 END 1 2/16 6.23 7 .10 .00 6.22 5 STA 1 2/16 6.34 7 .10 .08 6.34 5 END 1 2/16 7.68 7 .10 .08 7.68 6 STA 1 2/16 1.93 7 .01 .00 1.93 6 END 1 2/16 1.23 7 .01 .00 1.23 7 STA 1 2/16 1.53 7 .01 .01 1.53 7 END 1 2/16 2.07 7 .01 .01 2.07 8 STA 1 2/16 1.92 7 .01 .00 1.92 8 END 1 2/16 1.23 7 .01 .00 1.23 9 STA 1 - 2/16 1.53 7 .01 .01 1.53 9 END 1 2/16 2.07 7 .01 .01 2.07 10 STA 1 2/16 6.21 7 .10 .00 6.21 10 END 1 2/16 1.01 7 .10 .00 1.01 11 STA 1 2/16 6.34 7 .10 .08 6.34 11 END 1 2/16 7.68 7 .10 .08 7.68 User ID: R. C. E. STAAD SPACE -- PAGE NO. F 7 STAAD-III WELD DESIGN ALL UNITS ARE - INCH KIP MEMBER LOCATION/ WELD TYPE/ WELD SIZE/ COMB STRESS/ LOADING HOR STRESS VERT STRESS DIR STRESS 12 STA 1 2/16 9.81 7 .12 .00 9.81 12 END 1 2/16 2.99 7 .00 2.98 .12 13 STA 1 2/16 9.81 7 .12 .00 9.81 13 END 1 2/16 2.99 7 .12 .00 2.98 14 STA 1 2/16 1.21 7 .31 .39 1.10 14 END 1 2/16 1.55 7 .31 .38 1.47 15 STA 1 2/16 .88 7 .12 .17 .85 15 END 1 2/16 .63 7 .12 .16 .60 16 STA 1 2/16 1.21 7 .31 .39 1.10 16 END 1 2/16 1.55 7 .31 .38 1.47 17 STA 1 2/16 .88 7 .12 .17 .85 17 END 1 2/16 .63 7 .12 .16 .60 18 STA 1 2/16 7.08 7 .05 .80 7.03 18 END 1 2/16 6.95 7 .05 .80 6.91 19 STA 1 2/16 7.08 7 .05 .80 7.03 19 END 1 2/16 6.95 7 .05 .80 6.91 User ID: R. C. E. STAAD SPACE -- PAGE NO. F 8 STAAD-III WELD DESIGN ********************* ALL UNITS ARE - INCH KIP MEMBER LOCATION/ WELD TYPE/ WELD SIZE/ COMB STRESS/ LOADING HOR STRESS VERT STRESS DIR STRESS ****************** END OF TABULATED WELD DESIGN ****************** 189. *CHECK LATERAL & GRAVITY CONDITIONS 190. LOAD LIST 3 4 8 TO 19 191. PARAMETER 192. CODE AISC 193. FYLD 46. MEMB 4 TO 19 194. RATIO 1.33 MEMB 4 TO 19 195..BEAM 1. MEMB 4 TO 19 196. PUNCH 5. MEMB 4 TO 19 197. CHECK CODE MEMB 4 TO 19 User ID: R. C. E. STAAD SPACE -- PAGE NO. 9 STAAD-III CODE CHECKING - (AISC) ALL UNITS ARE - KIP INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ ----------------------------------------------------------------------- ----------------------------------------------------------------------- FX MY MZ LOCATION 4 ST TUB 50504 PASS AISC- H1-3 .240 17 3.71 C -21.16 17.23 84.00 5 ST TUB 50504 PASS AISC- H1-3 .323 17 3.46 C -24.98 30.16 12.00 6 ST TUB 50504 PASS AISC- H1-3 .184 16 4.06 C -2..70 24.66 .00 7 ST TUB 50504 PASS AISC- H1-3 .172 16 3.35 C -2.05 -24.66 .00 8 ST TUB 50504 PASS AISC- H1-3 .184 17 4.04 C -2.70 -24.66 .00 9 ST TUB 50504 PASS AISC- H1-3 .172 17 3.35 C -2.05 24.66 .00 10 ST TUB 50504 PASS AISC- H1-3 .240 16 3.68 C -21.16 17.23 .00 11 ST TUB 50504 PASS AISC- H1-3 .323 16 3.46 C -24.98 -30.15 12.00 12 ST TUB 50504 PASS AISC- H1-3 .344 11 7.80 C 50.06 -.10 .00 13 ST TUB 50504 PASS AISC- H1-3 .344 11 7.80 C 50.06 .10 .00 14 ST TUB 50504 PASS PUNCHING SHR .280 10 .38 C 6.77 2.27 79.32 15 ST TUB 50504 PASS AISC- H1-3 .051 16 .24 C 2.02 7.07 .00 16 ST TUB 50504 PASS PUNCHING SHR .280 10 .38 C -6.77 2.27 79.32 17 ST TUB 50504 PASS AISC- H1-3 .051 17 .24 C -2.02 7.07 .00 18 ST TUB 50504 PASS AISC- H1-3 .283 10 :53 C .92 50.85 .00 19 ST TUB 50504 PASS AISC- H1-3 .283 10 .53 C -.92 50.85 .00 198. PARAMETER 199. CODE AISC 200. FYLD 21. MEMB 4 TO 19 201. WMIN .125 MEMB 4 TO 19 202. RATIO 1.33 MEMB 4 TO 19 203. WELD 1. MEMB 4 TO 19 204. SELECT WELD MEMB 4 TO 19 User ID: R. C. E. STAAD SPACE -- PAGE NO. 1p 10 STAAD-III WELD DESIGN ALL UNITS ARE - INCH KIP MEMBER LOCATION/ WELD TYPE/ WELD SIZE/ COMB STRESS/ LOADING HOR STRESS VERT STRESS DIR STRESS 4 STA 1 2/16 1.49 17 .10 .08 1.48 4 END 1 2/16 10.65 17 .10 .08 10.65, 5 STA 1 2/16 10.80 17 .10 .43 10.79 5 END 1 2/16 14.62 17 .10 .43 14.61 6 STA 1 2/16 8.14 16 .01 .12 8.14 6 END 1 2/16 1.63 16 .01 .12 1.62 7 STA 1 2/16 7.75 16 .01 .14 7.75 7 END 1 2/16 3.41 16 .01 .14 3.40 8 STA 1 2/16 8.14 17 .01 .12 8.14 8 END 1 2/16 1.62 17 .01 .12 1.62 9 STA 1 2/16 7.75 17 .01 .14 7.75 9 END 1 2/16 3.41 17 .01 .14 3.40 10 STA 1 2/16 10.64 16 .10 .08 10.64 10 END 1 2/16 1.48 16 .10 .08 1.47 11 STA 1 2/16 10.80 16 .10 .43 10.79 11 END 1 2/16 14.62 16 .10 .43 14.61 User IU: R. C. E. ? STAAD SPACE -- PAGE NO. �- ll STAAD-III WELD DESIGN ALL UNITS ARE - INCH KIP MEMBER LOCATION/ WELD TYPE/ WELD SIZE/ COMB STRESS/ --------------------------------------------------------------------- --------------------------------------------------------------------- LOADING HOR STRESS VERT STRESS DIR STRESS 12 STA 1 2/16 15.11 11 .21 .00 15.11 12 END 1 2/16 3.13 11 .21 .00 3.12 13 STA 1 2/16 15.11 11 .21 .00 15.11 13 END 1 2/16 3.13 11 .21 .00 3.12 14 STA 1 2/16 8.65 17 .39 .65 8.61 14 END 1 2/16 4.25 16 .23 .50 4.21 15 STA 1 2/16 2.27 16 .17 .26 2.25 15 END 1 2/16 .89 10 .21 .25 .83 16 STA 1 2/16 8.65 16 .39 .65 8.61 16 END 1 2/16 4.25 17 .23 .50 4.21 17 STA 1 2/16 2.28 17 .17 .26 2.25 17 END 1 2/16 .89 10 .21 .25 .83 18 STA 1 2/16 12.67 10 .08 .97 12.64 18 END 1 2/16 12.07 11 .01 .90 12.04 19 STA 1 2/16 12.67 10 .08 . .97 12.64 19 END 1 2/16 12.07 11 .01 .90 12.04 User ID: R. C. E. STAAD SPACE -- PAGE NO. Ir, 12 STAAD-III WELD DESIGN ********************* ALL UNITS ARE - INCH KIP MEMBER LOCATION/ WELD TYPE/ WELD SIZE/ COMB STRESS/ LOADING HOR STRESS VERT STRESS DIR STRESS --------------------------------------------------------------------- --------------------------------------------------------------------- ****************** END OF TABULATED WELD DESIGN ****************** 205. *CHECK LATERAL & GRAVITY AT COLUMNS 206. LOAD LIST 20 TO 31 207. PARAMETER 208. CODE AISC 209. FYLD 46. MEMB 4 TO 13 210. RATIO 1.33 MEMB 4 TO 13 211. BEAM 1. MEMB 4 TO 13 212. CHECK CODE MEMB 4 TO 13 User ID: R. C. E. STAAD SPACE -- PAGE NO. 1� 13 STAAD-III CODE CHECKING - (AISC) ALL UNITS ARE - KIP INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION 4 ST TUB 50504 PASS AISC- H1-3 .390 24 3.13 C -67.24 -.07 84.00 5 ST TUB 50504 PASS PUNCHING SHR .514 24 2.88 C -79.00 1..44 12.00 6 ST TUB 50504 PASS AISC- H1-3 .074 24 2.79 C -8.92 -.04 .00 7 ST TUB 50504 PASS AISC- H1-3 .088 24 2.09 C -12.72 -.27 56.00 8 ST TUB 50504 PASS AISC- H1-3 .074 24 2.77 C -8.92 .04 .00 9 ST TUB 50504 PASS AISC- H1-3 .088 24 2.09 C -12.72 .27 56.00 10 ST TUB 50504 PASS AISC- H1-3 .389 24 3.09 C -67.24 -.07 .00 11 ST TUB 50504 PASS PUNCHING SHR .514 24 2.88 C -79.00 -1.44 12.00 12 ST TUB 50504 PASS AISC- H1-3 .527 27 7.27 C 84.84 .46 .00 13 ST TUB 50504 PASS AISC- H1-3 .527 27 7.27 C 84.84 -.46 .00 213. START SCRIPT LANGUAGE 214. UNIT INCHES POUND 215. OPEN FILE MEMBFORC.WCK 216. WRITE HEADER 217. FORMAT='SECTION TYPE' 218. WRITE HEADER 219. FORMAT='1, 3, VGDL, D.FIR-L, NO. 2' 220. WRITE HEADER 221. FORMAT='LOAD CASE FACTORS' 222. WRITE HEADER 223. FORMAT='1, 1, 0.9' 224. WRITE HEADER 225. FORMAT='2, 2, 1.25' 226. WRITE HEADER 227. FORMAT='3, 6, 1.33' 228. WRITE HEADER 229. FORMAT='7, 7, 1.25' 230. CLOSE 231. OPEN FILE MEMBFORC.WCK 232. FOR MEMB 1 TO 3 233. WRITE HEADER 234. FORMAT='MEMBER PROPERTIES' User ID: R. C. E. STAAD SPACE -- PAGE NO. 14' 235. WRITE PROP MEMB B D 236. FORMAT=I5,',',F10.2,',',F10.2 237. CLOSE 238. OPEN FILE MEMBFORC.WCK 239. FOR JOINT 1 TO 4 240. WRITE HEADER 241. FORMAT='JOINT COORD' 242. WRITE COORD JOINT 243. FORMAT=I4,',',F10.2,',',F10.2,',',F10.2 244. CLOSE 245. OPEN FILE MEMBFORC.WCK f 246. FOR MEMB 1 TO 3 247. WRITE HEADER 248. FORMAT='MEMBER INCIDENCES' 249. WRITE MINC MEMB 250. FORMAT=I4,',',I5,',',I5 251. CLOSE 252. OPEN FILE MEMBFORC.WCK 253. FOR MEMB 1 TO 3 254. FOR LOAD 1 TO 7 255. WRITE HEADER 256. FORMAT='INTERNAL FORCES' 257. WRITE BMO MEM LOA FX FY FZ MX MY MZ 258. FORMAT=IS,',',I5,',',F12.2,',',F12.2,',',F12.2,',',F12.2,',',F12.2,',',F12.2 259. CLOSE 260. END SCRIPT 261. 1991 NDS Code Check - wOODCheck ver. 2.0 6�' .,Pq 12/14/98 11:19:26 AM Company Info Project Info `7 R. C. E. Gaumer Residence F 336 Broadway Suite 7 = Chico, CA 95928 Chico, CA Phone: (530) 894-8801 Goldmann & Rose Fax: (530) 894-8801 98-062 E-mail: cj®r-c-e.com --------------------------------------------------------- Member #: 1 6x6 D.FIR-L NO. 2 -------------------------------------------------------------------------------------- Bendingfb/Fb' Shear Tens. Com Combined LC x(+) x(- y(+y(-) Ifvx/Fvx' fvy/Fvy' ft/Ft'Ifc/Fc' Eq 3.9-1 Eq 15.4-1 P/F -------------------------------------------------------------------------------------- 1 0.13 0.12 0.00 0.13 0.13 P 2 0.00 0.00 0.00 P 3 0.00 0.00 0.00 P 4 0.00 0.00 0.00 P 5 0.01 0.00 0.00 P 6 0.01 0.00 0.00 P 7 0.09 0.09 0.00 0.10 0.09 P --------------------------------------------------- Member #: 2 6x6 D.FIR-L NO. 2 -------------------------------------------------------------------------------------- Bending fb/Fb' Shear Tens.Comp. Combined IP/F LC Ix(+) x(-) y(+) y(-) fvx/Fvx' fvy/Fvy' ft/Ft'Ifc/Fc.1Eq z 3.9-1 Eq 15.4-1 --------------------------------------------------- 0.37 0.23 0.00 0.37 0.37 P 2 0.00 0.00 0.00 P 3 0.00 0.00 0.00 P 4 0.00 0.00 0.00 P 5 0.00 0.00 0.00 P 6 0.00 0.00 0.00 P 7 0.27 0.16 0.00 0:27 0.27 P -------------------------------------------------- Member #: 3 6x6 D.FIR-L NO. 2 - ------------------------------7------------------------------------------------------- Bending fb/Fb' ShearTens. Comp. Combined LC Ix(+) x(-) y(+) y(-) Ifvx/Fvx' fvy/Fvy'Ift/Ft' fc/Fc'IEq 3.9-1 Eq 15.4-1 P/F -------------------------------------------------------------------------------------- 1 0.11 0.11 0.00 0.12 0.11 P 2 0.00 0.00 0.00 P 3 0.00 0.00 0.00 P 4 0.00 0.00 0.00 P 5 0.03 0.03 0.00 P 6 0.01 0.01 0.00 P 1 0.08 0.08 0.00 0.08 0.08 P User ID: R. C. E. • Fri � STAAD SPACE -- PAGE NO. 1(0 REPORT: LIST SUPPORT REACTIONS. SUPPORT ----------------- REACTIONS -UNIT KIP INC STRUCTURE TYPE = SPACE JOINT LOAD FORCE -X FORCE -Y FORCE -Z MOM -X MOM -Y MOM Z 5 1 .00 1.46 -.13 .00 .00 .00 2 .00 1.09 -.13 .00 .00 .00 3 .00 .28 -.18 .00 .00 .00 4 .00 .32 -.21 .00 .00 .00 5 -.20 -1.16 -.01 .00 .00 .00 6 -.09 -.51 .00 .00 .00 .00 6 1 .00 1.98 -.02 .00 .00 .00 2 .00 1.10 -.02 .00 .00 .00 3 .00 .01 -.02 .00 .00 .00 4 .00 .01 -.03 .00 .00 .00 5 -.30 .97 .00 .00 .00 .00 6 =.13 .43 .00 .00 .00 .00 15 1 .00 3.72 .15 .00 .00 .00 2 .00 3.74 .14 .00 .00 .00 3 .00 -.29 -.20 .00 .00 .00 4 .00 -.34 -.23 .00 .00 .00 5 -.01 -.02 -.01 .00 .00 .00 6 -.01 -.01 -.01 .00 .00 .00 • rA J PAD98 ver. 1.0, Copyright 1998 - Spyder Software 1/5/99 3:15:33 PM R. C. E. Project: 336 Broadway Suite 7 Location: Chico, CA 95928 Phone: (530) 894-8801 Client: Fax: (530) 894-8801 Job No.: E-mail: cj@r-c-e.com Footing Id: This is a square footing with vertical loads only.. FOUNDATION PARAMETERS Project Info Gaumer Fl,} Chico, CA Goldmann & Rose 98-062 Joint 5 Concrete Ultimate Compressive Strength, f'c........................ Concrete Type ...................................................... Concrete Cover ..................................................... Steel Ultimate Strength, Fy........................................ Column Size ........................................................ Gravity Only Soil Bearing Strength ................................. Wind Load Soil Bearing Strength ..................................... Seismic Load Soil Bearing Strength ................................. FootingWidth ...................................................... FootingLength ..................................................... FootingDepth ...................................................... Punching Shear Stress .............................................. BeamShear Stress ................................................. Longitudinal Bottom Reinforcement Required for Strength............ Longitudinal Bottom Temperature and Shrinkage Steel ................ Transverse Bottom Reinforcement Required for Strength .............. Transverse Bottom Temperature and Shrinkage Steel .................. Gravity Only Soil Bearing .......................................... WindLoad Soil Bearing ............................................. SeismicLoad Soil Bearing .......................................... LOADING PARAMETERS ACI LOAD CASES CONSIDERED: 1.4D + 1.7L 0.75(1.4D + 1.7L + 1.7W) 0.9D + 1.3W 0.75(1.4D + 1.71, + 1.87E) 0.91) + 1.43E 2.00 ksi HardRock 4.00 in. 40.00 ksi 6.00 in. by 6.00 in. 1.00 ksf 1.33 ksf 1.33 ksf 2.00 ft. 2.00 ft. 10.50 in. 8.14 psi. 4.43 psi. .00 sq. in. .30 sq. in. (2-#4) .00 sq. in. .28 sq. in. (2-#4) .83 ksf 1.12 ksf .95 ksf UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 2.00 0.00 0.00 Live Load 1.20 0.00 0.00 Wind Load 1.16 0.00 0.00 Earthquake 0.51 0.00 0.00 X /jCover meq, '. t1 b PAD98 ver. 1.0, Copyright 1998 - Spyder Software 1/5/99 3:15:54 PM Company Info R. C. E. 336 Broadway Suite 7 Chico, CA 95928 Phone: (530) 894-8801 Fax: (530) 894-8801 E-mail: cj@r-c-e.com This is the continuous perimeter footing.. FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ Concrete Type ...................................................... Concrete Cover ..................................................... Steel Ultimate Strength, Fy........................................ ColumnSize ........................................................ Gravity Only Soil Bearing Strength ................................. Wind Load Soil Bearing Strength .................................... Seismic Load Soil Bearing Strength ................................. FootingWidth ...................................................... FootingLength ..................................................... FootingDepth ...................................................... Punching Shear Stress .............................................. BeamShear Stress .................................................. Longitudinal Bottom Reinforcement Required for Strength............ Longitudinal Bottom Temperature and Shrinkage Steel ................ Transverse Bottom Reinforcement Required Inside Column Strip....... Transverse Bottom Reinforcement Required Outside Column -Strip ...... Transverse Bottom Temperature and Shrinkage Steel .................. Gravity Only Soil Bearing .......................................... Wind Load Soil Bearing ............................................. Seismic Load Soil Bearing .......................................... LOADING PARAMETERS ACI LOAD CASES CONSIDERED: 1.4D + 1.7L 0.75(1.4D + 1.71, + 1.7W) 0.9D + 1.3W 0.75(1.4D + 1.71, + 1.87E) 0.9D + 1.43E am 2.00 ksi HardRock 4.00 in. 40.00 ksi 6.00 in. by 6.00 in. 1.00 ksf 1.33 ksf 1.33 ksf 1.00 ft. 3.50 ft. 12.00 in. 12.29 psi. 13.63 psi. .07 sq. in. (144) .19 sq. in. (144) .00 sq. in. .00 sq. in. .61 sq. in. (444) .92 ksf 1.23 ksf 1.06 ksf UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 2.00 0.00 0.00 Live Load 1.10 0.00 0.00 Wind Load 1.10 0.00 0.00 Earthquake 0.50 0.00 0.00 X Cover Pr03ect Into Project: Gaumer Location: Chico, CA Client: Goldmann & Rose Job No.: 98-062 Footing Id: Joint 6 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ Concrete Type ...................................................... Concrete Cover ..................................................... Steel Ultimate Strength, Fy........................................ ColumnSize ........................................................ Gravity Only Soil Bearing Strength ................................. Wind Load Soil Bearing Strength .................................... Seismic Load Soil Bearing Strength ................................. FootingWidth ...................................................... FootingLength ..................................................... FootingDepth ...................................................... Punching Shear Stress .............................................. BeamShear Stress .................................................. Longitudinal Bottom Reinforcement Required for Strength............ Longitudinal Bottom Temperature and Shrinkage Steel ................ Transverse Bottom Reinforcement Required Inside Column Strip....... Transverse Bottom Reinforcement Required Outside Column -Strip ...... Transverse Bottom Temperature and Shrinkage Steel .................. Gravity Only Soil Bearing .......................................... Wind Load Soil Bearing ............................................. Seismic Load Soil Bearing .......................................... LOADING PARAMETERS ACI LOAD CASES CONSIDERED: 1.4D + 1.7L 0.75(1.4D + 1.71, + 1.7W) 0.9D + 1.3W 0.75(1.4D + 1.71, + 1.87E) 0.9D + 1.43E am 2.00 ksi HardRock 4.00 in. 40.00 ksi 6.00 in. by 6.00 in. 1.00 ksf 1.33 ksf 1.33 ksf 1.00 ft. 3.50 ft. 12.00 in. 12.29 psi. 13.63 psi. .07 sq. in. (144) .19 sq. in. (144) .00 sq. in. .00 sq. in. .61 sq. in. (444) .92 ksf 1.23 ksf 1.06 ksf UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 2.00 0.00 0.00 Live Load 1.10 0.00 0.00 Wind Load 1.10 0.00 0.00 Earthquake 0.50 0.00 0.00 X Cover PAD98 ver. 1.0, Copyright 1998 - Spyder Software 1/5/99 3:16:16 PM - y Company Info Project Info R. C. E. Project: Gaumer ` 336 Broadway Suite 7 Location: 5 F1�i Chico, CA 95928 Chico, CA 'r Phone: -(530) 894-8801 Client: Goldmann & Rose - Fax: (530) 894-8801 Job No.: 98-062 ` E-mail: cj@r-c-e.com Footing Id: Joint 15 r This is a square footing with vertical loads only.. FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c......................... 2.00 ksi Concrete Type ...................................................... HardRock Concrete Cover ......................................................• 4.00 in. Steel Ultimate Strength, Fy......................................... 40.00 ksi Column Size.......................................................... 6.00 in. by 6.00 in. Gravity Only Soil Bearing Strength ................................. 1.00 ksf Wind Load Soil Bearing Strength .................................... .1.33 ksf Seismic Load Soil Bearing Strength ................................. 1.33 ksf Footing Width ...................................................... 3.00 ft. FootingLength ..................................................... 3.00 ft. FootingDepth .............................•....................... 10.50 in. . Punching Shear Stress .............................................. 14.93 psi. BeamShear Stress .................................................. 13.39 psi. Longitudinal Bottom Reinforcement Required for Strength............ ..16 sq. in. (144) Longitudinal Bottom Temperature and Shrinkage Steel ...... •.......... .45 sq. in. (344) Transverse Bottom Reinforcement Required for Strength............... .18 sq. in. (144) Transverse Bottom Temperature and Shrinkage Steel .................. .41 sq. in. (344) Gravity Only Soil Bearing....... .............•................... .88 ksf Wind Load Soil Bearing ................:............................ ..92 ksf Seismic Load Soil Bearing .............................:............ 92 kaf . LOADING PARAMETERS ACI LOAD CASES'CONSIDERED: 1.41) + 1.7L 0.75(1.4D + 1.7L-+ 1.7W) 0.9D + 1.3W 0.75(1.4D + 1.7L + 1.87E) 0.9D + 1.43E „ UNFACTORED LOADS: Load Case FY, (kips) MX, -(ft -kips) MZ, (ft -kips) Dead Load 3.72 0.00 0.00 Live Load 3.74 0.00 0.00 Wind Load 0.40 0.00 0.00 Earthquake 0.40 0.00 0.00 z Cover _- - y 0 WoodWorks® SIZER SOFTWARE FOR WOOD DESIGN, Beam1 Wood Works® SIZER 97b Jan. 5, 1999.15:13:22 COMPANY I PROJECT R. C. E. I Gaumer Residence 336 Broadway #7, Chico, CA 95928 I Phone & Fax: (530) 894-8801 I e-mail: cj@r-c-e.com I DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: Timber -soft lateral support: Top= Full _Bottom= @Supports^ total length: 17.00 [ft] Load Combinations: ICBG -UBC --------------------------------------------------------------------------- - ---- - ----- INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) >>Self -weight automatically included<< Load I Type I Distribution I Magnitude I ' Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full UDL 102.00 No. 2 Constr. Full UDL 109.00 No MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) --------------------------------------------------------------------------- --------------------------------------------------------------------------- I 17.0 ft I I ----------I------------------I , Dead I 0.97 0.97 Live I 0.93 0.93 Total I 1.90 1.90 B.Length I 1.0 1.0 --------------------------------------------------------------------------- ########################################################################### DESIGN SECTION: D.Fir-L, No. 1, 6x10 @12.411 plf' This section PASSES the design code check. ########################################################################### --------------------------------------------------------------------------- SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criterion I Analysis Value I Design Value I Analysis/Design I --------------I----------------I----------------I------------------I Shear fv @d = 49 Fv' = 106 fv/Fv' = 0.47 Bending(+) fb = 1171 Fb' = 1687 fb/Fb' = 0.69 Live Defl'n 0.33 = L/626 0.57 = L/360 0.57 Total Defl'n 0.89 = L/243 1.13 = L/180 0.74 FACTORS: F CD CM Ct. CL CF CV Cfu Cr LC# --------------------------------------------------------------------------- Fb'+= 1350 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 --------------------------------------------------------------------------- ADDITIONAL DATA Bending(+): LC# 2 = D+C, M = 8.07 kip -ft Shear LC# 2 = D+C, V = 1.90, v@d = 1.72 kips Deflection: LC# 2 = D+C Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead ) L=live S=snow W= -wind I=impact C=construction) ________________________________________________________________________ DESIGN NOTES! I%- ------------ 1. ------------1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions; of NDS Clause 4.4.1. S , • 4s . - ✓ 1 WOOdWOrkS® SIZER SOFTWARE FOR WOOD'DESIGN Pg g Beam1 Wood Works@ SIZER 97b Jan. 5, 1999 15:13:22 COMPANY I PROJECT - R. C. 'E. I Gaumer Residence ' 336 Broadway #7, Chico, CA 95928 ' Phone & Fax: (530) 899-8801 I e-mail: cj@r-c-e.com I ' DESIGN CHECK - NDS -1997 Beam DESIGN DATA: ------------ ------------- material:Timber-soft lateral support: Top= Full Bottom= @Supports ` total length: 17.00 (ft) Load Combinations: ICBO-UBC INPUT LOADS (force=kips, pressure=psf, udl=plf, location=ft) >>Self -weight automatically included<< ---------------------------------------- Load I Type I Distribution I Magnitude I Location I Pattern _ _ I I I Start End I Start End I Load -------------- I----------------- I ----------------- I______-_ r 1 Dead Full UDL 102.00 No 2 Constr. Full UDL 109.00 No MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) ----------�- 17.0 ft I ----------I------------------I Dead I 0.97 0.97 Live I 0.93 0.93 Total I 1.90 1.90, B.Length I 1.0 1.0 4 ################################# ########################################## DESIGN SECTION: D.Fir-L, No. 1, 6x10 @12.411 plf This section PASSES the design code check. ########################################################################### SECTION vs. DESIGN CODE (stress=psi, deflection=in) -------------------------------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design I ' --------------1----------------I-----------r----I------------------I Shear fv @d = • 99 Fv' = 106 fv/Fv' = 0.47 ' ,Bending(+) fb = 1171 Fb' = 1687 fb/Fb' = 0.69 Live Defl'n 0.33 = L/626 0.57 = L/360 0.57 y�Total Defl'n 0.89 = L/243 1.13'= L/180 0.79 FACTORS:; F'•, 4 CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 1350 1.`25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1•.25 1.00 1.00 (CH = 1.000)• 2 Fcp'= '625 1.00 1.00 - E' = 1.6 million .1.00 1.00 2 ADDITIONAL DATAeA __________ Bending(+): LC#•2 = D+C, M = 8.07 kip -ft Shear : LC#,j2'= D+C, V = 1.90, V@d = 1.72 kips Deflection: LC#'112 = b+C f Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow w=wind I=impact C=construction) DESIGN NOTES:'`"'. �'• ' 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall' be,laterally supported according to " the provisions of NDS Clause 4.4.1. 1 Y �`•+1 rr` •r � i , e I 2220-79B,P,E,M ` PERMIT NO. PERMIT EXPIRES ✓ /7/�� OWNER Dale ACltonowich CONTR. owner 40-34-16 LOCATION (A.P. ) S/S Paseo Companeros, app.2 mi.S.of Fair St., Chico t, t ' 1' r. `t G: K r —7� � Temp. Power Pole ' Called PG&E Elec. Se v. yZ'7 Called P &E as erv. Calle PG&E JOB LED Aw (Date) , 1 (Sign ure) a THIS IS TO CERTIFY THAT 1NSUTATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE CURRENT ENERGY REGULATIONS. LIFORNIA ADMINISTRATIVE CODE. TITLE 2S. STATE OF CALIFORNIA. IN.THE BUILDING LOCATED AT: Street LotNumber Tract EXTERIOR:VALLS 11 Manufacturer V Thickness/Type �y� - R Value CEILINGS Batts: Manufacturer Thickness R Value ! c Blown: Manufacture, U/C,1t 0�, Thickness ,� ( No. Bags__ Wt./Bag_ SQ. FtCovered , L� R Value 1 FLOORS Manufacturer Thickness/Type R Value SLAB ON GRADE Manufacturer Thickness/Type R Value Width of Insulation Inches FOUNDATION WALLS Manufacturer Thickness/Type R Value GENERAL CONTRACTOR LICENSE NUMBER—370 By TITLE DATE IN TION CONT R AT I O N LICENSE NUMB�ERi 2 12 4 6 1 BY TITLE 141 Gy�G�--_ DATE T� 1— RESIDENTIAL ENERGY'CONSERVATION STANDARDS. CONSTRUCTION COMPLIANCE CERTIFICATE THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTALLED INCOlyF�O�iMANCE WITH CURRENT ENERGY CONSERVATION REGULATIONS AT f 3 O �A5 L 6 /r� .S (location) BU ILD ING PERMIT NO. c 2.2o?O — % 9 A P. NO. THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED PLANS: (Check each item or write N/A if not applicable) INSULATION: Slab Edge. All? _ Fdn.. Walls "/L7 Floors Walls Ceiling/Roof .Ducts ✓ Circulating Pipes APPROVED HEATER— v - APPROVED WTR.HTR. j/ GLAZING: Single Glazed /,/h7 Special (Insulated) CERT. & LABELED WDS. & SLIDING DRS. /y WEATHERST RIPPED DRS. ✓ BACK DAMPERED FANS INTERMITTENT IGNITION DEVICES, CERT. APPLIANCES I DECLARE THAT ALL REQUIRED ITEMS AS NOTED ABOVE HAVE BEEN INSTALLED IN ACCORDANCE WITH THE ENERGY CONSERVATION REQUIREMENTS AND AGREE TO THE COMPLETENESS OF THIS CERTIFICATE AS' SUBMITTED. Insulation Applicator Name- T116-2y/,y Signature of (please p in Insulation Applicator State Contractors License No. _ -3 General Contractor/Owner Name S / please ri t) Signature of General Contractor/Owner—Zo Date /,-.7—/1S =� State Contractors License No. THIS CERTIFICATE MUST BE ON FILE WITH THE BU ILD ING DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION AND SHALL BE POSTED IN A CONSPICUOUS LOCATION WITHIN THE DWELLING. • ' COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDt' G (Cont'd) PLUMBING Setback Firewall LI Soil Piping 6V-7re Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footin s Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water PI in Piers Roofing tjSewer Garage Fdn. Vents F'Ixtures Lol Footings Stemwall s -4!5�7 171 Insulation Water Htr. Heaters Slab Carport p Footings or phsically handica ed Conformance of ex. structure Appliances Gas Piping&Test Temp. Gas % `' Slab Final Z Sanitation Patio FI PLACE Final Z Footings Footing 5 -Z -5-7r_46 ELE TR CAL SPRINKLERS Mesh 4 MECRANICAL Gird. Fault 134t. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent41-11 Door Closer Final Final -n MOBILEHOME UTILITI S Elec- Service Elec. Pedestal Water Piping Sewer Gas Piping MOSILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DASTE REMARKS OR CORRECTIONS ` r O (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE = _DEPARTMENT OF PUBLIC WORKS r� 7 County Center Drive Oroville, California 95965 Telephone 534-4541 APPLICATION AND PERMIT. autnor)ze represeniaxives or the t;ounty or twtte to enter upon the above-mentioned property for inspection purposes. X Cb -a �& �� — Date - Signature of Permitee or Agent Receipt No. ��/36 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR F PUBLIC WORKS By - Date 5%Z-7-7 Building permit expires Date 5-- 7- pr, BUILDING -} C Owner SQ. FT. OCC. BUILDING VAL ATI N - s �sr /,00 - Mailing AJddrress� "96>- 76 r'. Telephone Ng. % 24 401/ /Z p �ovJ7 O40 Contractor ©G(f Mailing Address Fireplace Total Valuation Telephone No. Permit Fee ps'� Building Address �� Plan Checking Fee&/or Penalty ermit Fee Aly 57 amok ZF PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap Q 1.50 p Lot- z0 G /G ) Repair drainage or vent piping 1.50 ' A. P. No. a^� — I n in & g Water piping 1.50 A.� Each gas water heater or vent 1.50 S 4 Fire Dept. Fire Zone Us Permit Gas piping system 1 - 5 outlets 1.50 N5_0 EQA I Parking Parcel Plans Declaration [� �� jY 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 Bldg. Plans Recd Parc! K--AEproval Plans proval Lawn sprinkler system 2.00 NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ Permit Fee $ b $ Z ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 100 AMP OR00V OR LESS5.00 Single Family Duplex Mobil Home ❑ Others ❑ Main service EA. ADD -L 100 AMP 2.50 Main service OVER a O 25.00 100 AMP OR LESS Main service// EA. ADD'L 100 AMP 1.00 NEW OR ADDNSl CONST 1 CCU'. Y\ 20 sq ft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: NEW CONSTR M L UTL T H CIRCUITS) 2.50ea NON.RESID ( BRANCH NEW CONSTR (POWER APPARATUS fi NON.RESID. SINGLE OUTLET CIR. Ex. OCCUp(OUTLETS OR FIXT11RES g �,@j FIXED APPLNS, OR Ex. Occup.(OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ �7 $ MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. E]I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. Permit is issued 1 shall not employ any person in any manner Kos --I certify that in the performance of the work for which this as to become subject to the Workmen's Compensation Laws of California. 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 PERMIT FILING FEE $3.00 1 Heating p ""�- IODI�f i3�li •U Cooling Ventilation #2.00 Hood -UD Permit Fee $ / Land Development Fee $ %7 $��a TOTAL PERMIT FEE autnor)ze represeniaxives or the t;ounty or twtte to enter upon the above-mentioned property for inspection purposes. X Cb -a �& �� — Date - Signature of Permitee or Agent Receipt No. ��/36 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR F PUBLIC WORKS By - Date 5%Z-7-7 Building permit expires Date 5-- 7- pr, RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX, &.MIS9.. ONLY) 079 Bldg. 'Pe it # ke AA6K0tm'�k A.P. # A. GENERAL .Zoning requirements.(sideyards and parking). �" uation. Signature by R.C.E. or Architect (if required). B. PLOT PLAN Complete parcel size and dimensions., 2. Setbackq, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. C FLOOR PLAN �omplete to scale plan with dimensions. or'.' - windows for light and ventilation (Sec. 1405). Required windows for second exit (Sec. 1404). (� Allowable glazing for energy requirements (20% max. per,State,law) Human impact glass (Sec. 5406): J 6O.00" Required room sizes, .ceil•ing heights ,(Sec. 1407) . i*.*,00' G.F X .I.'s in baths and exterior outlets (Sec. 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations of water heater, heating & cooling equipment, other electrical or gas equipment, and plumbing fixtures. ]�.. Garage firewall, door size, and closer (Sec. 503(d)(4)). 1� 1 - 3'0" exterior exit door (Sec. 3303d). 12 Fireplace location. 13! Smoke detectors (Sec. 1413). D._STRUCTURAL DETAILS �oundation plan complete enough to construct building. loor construction details complete enough to construct'building. 3/�• Elevations and wall construction details complete enough to construct building. oof construction details complete enough to construct building. r.Fsuificient ireplace construction details and calcs if over one-story in height. data.and details to satisfy energy insulation requirements (State law). E. MIS;C'ELLANEOUS .ITEMS TO LOOK OUT FOR Y. CCX plywood on exposed locations and overhangs.. Stairway details (Sec. 3305). 3400' Guardrail details .(Sec. 1716). Brick or stone veneer (Chapter 30). V Exterior plaster- weep screeds (Sec. 4706 & 4708). 6/ Proper roof pitch for roof covering (Chapter 32). 7� Rafter ties or bearing ridge beam. $� Garage door or porch header sizes. 9� Adequate bracing 10� Living area over garage - complete 1 -hour separation required including supporting walls and posts, etc. 1 Two (2) exits on three-story dwellings (Sec. 3302). "t000; I I74 1, IIif IlIIIIIt Ixv, IIIIIIIIell Tq I41 'Zo Av'i g, c --k , 7 III .......... I I-- I - - . �2z � , � - ".. - - I �,-,-v � Fl Fl '7� 17 1 . . .. ... . . . .......... I I-- I - - . �2z � , � - ".. - - I �,-,-v � 17 1 . . .. ... . . . V7 Pik FFT- jr 5 ., �r �.,I :. a W J t Y i t F S ol y SS ,y .. a 7 .... ., .. ..,-. .,,.. .. MICRO -ON �' ,1 •.� 11:. i� 7�7�1,�1� I ;I 1 �,j�YR•',�tr k " Wy� 1 t d 9y - �,.,,.... ....'s ,. ♦ °'.ry d ' i,' '-�{ ° .y Mli. rte,.. , N.4•[ i �•✓r �" ,. rte. � , .. ,.1 , r , a s .. ° • ,. •. t w .. m j` Y6 1 : r _ . 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