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069-580-055
0 L 069-58-0-055 00-0969 HIBSCH,ALLAN LODGEVIEW DR, OROVILLE n t CONT: GLEE FAMILY t NEW SINGLE FAMILY „J�IJ 1 NOTES RESIDENTIAL • 069-58-0=055 00-0969 PERMIT NO. — HIBSCH, ALLAN `71 LODGEVIEW DR.`; OROVILLE • "'� CONT: CHRIS SEEGERT CONT: SINGLE FAMILY r 9 SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. ,FIRE.SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address i3y ` a ELECTRIC Meter By Date JOB FINALED (Date) Signature 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 OU— PERMIT 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 contact this office immediately. Date C/ / Inspector REV 16/921 DANIEL J. DOBBIE Page: 6 aD Professional Engineer Job No: 2KO30 20 Mayfair Drive Date: November 2000 Chico, CA 95973-0707 Hibsch Residence --Z!2'-'A-.-- Phone/Fax (530) 3454743 , Revision Date: 11/20/00 SHEAR WALL AT SOUTH FAMILY/BEDRM WALL FOR IN -PLANE WIND OR,SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V =.01217 " 220 TOTAL SHEAR COLLECTED TO WALL LINE (V): 3.77 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 4.00 FT P2: 8.00 FT 12.50 FT P3: 8.00 �FT 4.00 FT 'TOT WIDTH 20.50 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.184 KLF ALLOWABLE UNIT SHEAR (va): 0.180 KLF ADJUST FACTOR FOR PROPER ATACHMENT 1.00. ADJUSTED ALLOWABLE UNIT SHEAR (va') . . 0.180 KLF 'A' SHEAR WALL: 7/8" PORTLAND CEMENT PLASTER, UNBLOCKED NO. 16 GAGE STAPLE, 7/8" LEGS @ 6" OVER EXPANDED METAL OR WOVEN WIRE LATH QROFE CHECK PANEL P2 DATA: PANEL 12.5 FT WIDTH (W): PANEL HEIGHT (H): 8 FT Q' TOTAL SHEAR RESISTED BY PANEL (V): 2.30 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO -Z UNIT DEAD LOAD TO PANEL (w): 0.365 KLF APPLIED LEFT DOWN LOAD (Pld): 0.76 KIPS `�'�,9 -Pik 11 APPLIED RIGHT DOWN LOAD (Prd): 0.61 KIPS OF 0 APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) PANEL RESULTS: 0.00 KIPS 2/3 OVERTURNING MOMENT (Mo): 12.3 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 24.1 KIP FT NO OT NET OVERTURNING MOMENT (Mnet): 0.0 KIP FT LEFT DOWN LOAD REACTION (Rd): 5.93 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) 0.00 KIPS NO HOLDOWNS REQUIRED SILL PLATE " ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE SHEAR PER 1/2" BOLT 0.48 KIPS ALLOWABLE SHEAR PER SIMPSON 'A35' CLIP 0.45 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 9 " O.C. USE: 8" MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 43 "o.c. USE: 42" MAXIMUM SPACING AT SIMPSON 'A35' CLIP 40 "o.c. USE: 32" SOFFIT DIAPHRAGM: TOTAL LOAD TO SOFFIT (Vr) = .01217 " 72 0.88 KIPS DIAPHRAGM LENGTH (L): 20 FT MAXIMUM DIAPHRAGM UNIT SHEAR (vmax): 0.022 KLF ALLOWABLE UNIT SHEAR (va): (CASE 3) 0.180 KLF ADJUST FOR 10d BOX vs. 8d COMMON 0.98 ADJUSTED ALLOWABLE UNIT SHEAR (va') 0.176 KLF SOFFIT DIAPHRAGM 3/8" APA CDX RATED SHEATHING, UNBLOCKED AT PATIO: BOUNDARY & EDGE NAIL =10d BOX @ 6" ox. FIELD NAIL = 10d BOX @ 12" O.C. LOERKE INSULATION CO., INC. INSULATION CERTIFICATE Lodcview Dr Oroville Number and StreetCity Butte County Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches) 2. CEILING Batt or Blanket Type Fiberglass Batts Thickness (inches) Brand Name Thermal Resistance (R -Value) Brand Name Johns Manville Thermal Resistance (R -Value) Loose Fill Type_ Fiberglass z_ _ Brand Name Johns Manville Contractor/s min. installed weight/ft sq. 0.659 Ib. Minimum Thickness 16.25 inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R-38 3. EXTERIOR WALL Material FibeWlass Batts Thickness (inches) 6.5 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches) 6 15— 5. SLAB FLOOR / PERIMETER Material Brand Name Johns Manville Thermal Resistance (R -Value) R-19 Brand Name Johns Manville Thermal Resistance (R -Value) (Z —( !' Brand Name Thickness Thermal Resistance (R-Va Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Brand Name Thickness (inches) - Thermal Resistance (R -Value) DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the certificate of compliance, where applicable. C.L.#499150 P�I�I LOERKE INSULATION CO., INC. Item #s Sig a C T Installing Subcontractor (Co. Name) Or General Contractor (Co. Name) Or Owner. Item #s Signature, Date Installing Subcontractor Name) (Co. ame) Or General Contractor Co. Or Owner Item #s Signature, Date Installing Subcontractor _ (Co. ) ame) Or General Contractor Co. Name Or Owner ✓ = OK 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES . Date, MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures . 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG Electric 7. Well Clearance & Disconnect Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s- 's1. 1 . Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- 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 #'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 Lghlg. Boxes- Enclosures-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 V= OK 0 = Not OK - = Not Applicable RESIDENTIAL (; = Not Ready Date Und rfloor (Plans) OK except #'s oning- Setbacks- Ease ments- Flood -Slope Card B-1 Date Card B-1 g., Main; Soils-Elec. Grnd.-/f fig. Depth Card B-1 Date Card B-1 3�taarage; Soils-Steel-Elec. Grnd.-/ P Fig. Depth MECHANICAL (Permit) OK except #'s j_atg-15orches & Decks; Soils -Steel-/ / Ftg. Depth .35.ucts Insulation & up ort 5. walls Main; Steel -Blackouts -Wrapped 6. wa arage; Steel-Blockouts-Wrapped 6d Downs and Special Anchors Vent Fan, Exhaust above insulation 7. Slab, Steel -Wrapped i' -Q /. )YO bk 3T. a e ram erflow, Size & Grade 8. Piers -Fireplace Ftg.-Steel 38. Furnace• en mb. Air -Return Air Vent 115 outlet D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 43 tic Access 8 ttic +,M. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test I;W--Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground Card B-1 Date Card B-1 Plenums & Ducts; Clearance -Material -Support -Ins. Card B-1 Date Card B-1 Girders -Sills -Anchor Bolts-Joists-Vents-Crippies FRAMING (Permit) OK except #'s Access & Ventilation 16. Insulation Date L b) Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Wai Htr.; Vent -Access -Combustion Air Baffle arg-Water Pipe; Test & Anchor -Nail Protection W.V.; Test Fittings & Anchor -Nail Protection 27127-o / Shower an; Test, First Floor -Tub Access 1Q§jTub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date y/ D� Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 42-fi-xture & Transformer Clearance -Ins. Protection lec. Receptacles Spacing -Lights & Switches at Doors Size xes & No. of Conductors Stapled Romex Installed Close to Edge of Studs & C.J. (quip. Ground made up w/Mach Fasteners -Bond Gas & Water Circuits in Kitchen & Wire Size 74% ga Cu Circle //_ / ga Cu olA&Oven CircT-.- Insulated Neutral ervice- iser CUriductors kGround Main Disconnec Equi .Clearances Panels-Motors-Mech. Equip. 43'Clothvs Closet Light -Shower Light -Spa Light jingle & Duplex) Date FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties- Purlin-Roff Brac.-Truss-Shting.-Rfng. sal fireplace Ties or Type A Flue -Fireplace Throat Clearance f�is Acc 'Size & Romex Protection -Draft Stop -Ins. Baffles Windows or Exiting Doors -Sill Ht. & Dimensions arage Fire Protection Framing e, t operty Line Firewall & Openings / Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. i m -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access . Glazing Area -Glass Protection -Skylights -Plastic hear Walls• ailing -Bolts 60. Bra Interior/ tenor all 7all 61. Insulatio -Wa s- mg 62. Infiltration -Walls -Windows Daje:�6 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s E teps-Door & Sidelight Protection -Landings Smoke Detector nce- om u- onnector- In Garage; Above Floor -Ducts -Mach. Protection room Ex ' g G.F.I. ath Fixtures & Tub Access -Spa 8 rec. Trim & Subpanel, Breaker Sizes & Labels 7 F ce or Stove, Clearance -Hearth Ze'Ele_q,o0utlets at Wood Panel, Int. & Ext. L72 -<t. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance pec. Outlets & Receptacles at Kit. Counter 7 arage,Fire Door; Swing -Landing -Closure Vents -Clearance -Comb. Air Connector-P.R.V. 4a GaE-g-; AU Floor-Mech. Protection Plb. ec. & Mech. Equip. Listed for Location Elec. Receptacles in Garage (F.F.I.)-Romex Protection Zzsl Ulation- Foam- Looked in Attic on -Post Caps raw Hole Door Drainage & Wood -Earth Clearance Looked under Floojr ❑ Yes 82. Following Instld./Drive �J No/N/alks o/Planters ] Yes QAIe� 83. Stucc Bro -Finish /L O C. Unit Disconnect, Electrical -Plumbing (V00%entq Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 8657 . a er ell, Disconnect, Electrical, Plumbing exterior Elec. Trim, G.F.I. Receptacle -Underground LBA_JMMT5�fion Throughout House orrections from Previous Inspections Test -Meters Tagged, Gas -Electric Wow & Sewer Connected -C/O to Grade -HD Approval E y Compliance Certificate -Other Certificates Address Posted Date Z6,11L4 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: oke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s .35.ucts Insulation & up ort Vent Fan, Exhaust above insulation 3T. a e ram erflow, Size & Grade 38. Furnace• en mb. Air -Return Air Vent 115 outlet 43 tic Access 8 ttic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Sit roper Materials & Anchors Walls Studs -Nailing Spacing & Braces -Plates -Sound artng Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties- Purlin-Roff Brac.-Truss-Shting.-Rfng. sal fireplace Ties or Type A Flue -Fireplace Throat Clearance f�is Acc 'Size & Romex Protection -Draft Stop -Ins. Baffles Windows or Exiting Doors -Sill Ht. & Dimensions arage Fire Protection Framing e, t operty Line Firewall & Openings / Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. i m -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access . Glazing Area -Glass Protection -Skylights -Plastic hear Walls• ailing -Bolts 60. Bra Interior/ tenor all 7all 61. Insulatio -Wa s- mg 62. Infiltration -Walls -Windows Daje:�6 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s E teps-Door & Sidelight Protection -Landings Smoke Detector nce- om u- onnector- In Garage; Above Floor -Ducts -Mach. Protection room Ex ' g G.F.I. ath Fixtures & Tub Access -Spa 8 rec. Trim & Subpanel, Breaker Sizes & Labels 7 F ce or Stove, Clearance -Hearth Ze'Ele_q,o0utlets at Wood Panel, Int. & Ext. L72 -<t. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance pec. Outlets & Receptacles at Kit. Counter 7 arage,Fire Door; Swing -Landing -Closure Vents -Clearance -Comb. Air Connector-P.R.V. 4a GaE-g-; AU Floor-Mech. Protection Plb. ec. & Mech. Equip. Listed for Location Elec. Receptacles in Garage (F.F.I.)-Romex Protection Zzsl Ulation- Foam- Looked in Attic on -Post Caps raw Hole Door Drainage & Wood -Earth Clearance Looked under Floojr ❑ Yes 82. Following Instld./Drive �J No/N/alks o/Planters ] Yes QAIe� 83. Stucc Bro -Finish /L O C. Unit Disconnect, Electrical -Plumbing (V00%entq Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 8657 . a er ell, Disconnect, Electrical, Plumbing exterior Elec. Trim, G.F.I. Receptacle -Underground LBA_JMMT5�fion Throughout House orrections from Previous Inspections Test -Meters Tagged, Gas -Electric Wow & Sewer Connected -C/O to Grade -HD Approval E y Compliance Certificate -Other Certificates Address Posted Date Z6,11L4 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: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone'(530) 538-]��D 41,® (Rev. 12/96) APPLICATION AND PERMIT y! ASSESSOR PARCEL NUMBER 069-580-055 ZONING 1 BU 1 LD I N G P ER M IT OWNER ALLAN HIBSCH TELEPHONE SO. Fr, OCC. BUILDING VALUATION 83,916-00 OWNER'S MAILING ADDRESS #4 LA FORPT CT, DROVITLE 99966 CONTRACTOR'S NAME CHRIS TELEPHONE CONTRACTOR'S MAIUNG ADDRESS 6103 OLD OLIVE Hwy, OR031TI-TE 95966 CONSTRUCTION LENDER Fireplace A 1,500-00 LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 674.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 438.43 BUILDING ADDRESS Energy Plan Checking Fee $ 23.00 PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF CX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 10 7.00 70.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New 9,Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: SINGLE FAMILY 3 BEDROOM Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ 150.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200AORLESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is inA force and effect. / �i �-7 �`C-/ _ o x License Class LIC. NO. / [lam l� 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 Main Service ZDDA TO lOooA 46.00 NEW CONST. DWELLING OCCUP. 3.50so ( 27 6 94.71 N wAcor� . MLI Co UTLET NON -REBID, 97.50 FOWER APPARATUS 6 SINGLE OUTLEr CIR. �(, OCCU OUTLET OR FIXTURES BA� @ I:50 Ex. Occup. OFIx�E�oTSA A�OOEA 5.00 Temporary Service 23.00 23,00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 160 1 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 HEAT PUME 30.00 Cooling Hood 6.50 Ventilation PERMIT FEE $ 65 5C) 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 f I should become subject to the workers' compensation provisions of section 3700 of � Cabo C�d� I s I fort omply with se provisions. ea e(J(�jf (J/l.) V K X Date 0 v Sig re of-Appl'icaRntU710 Ovplgr KContractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in h fight. Receipt No. UVII WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSFIECTOR GOLDENROD-APPLI ANT Mobile Home Installation Fee $ Energy Inspection Fee Is OCC CONST. TYPE TOTAL FEE $ 1578.14 HAZ D. FEES IMP J FLOOD CO PARCEJ PD HD ✓ ISSUE This permit is hereby issued under the applicable provisions f the Butte County Code and/or Resolutions to do work r icatad above oHwh' h fees have been paid. )�J y Date t1 [[ll PERMIT EXPIRES ON / D to ` COUNTY OF BUTTE - DEPARTMENT 6F DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center.Dlive • Oroville. California 95965 • Telephone (530) 538-754 R NL (Rev. 12/96) APPLICATION AND PERMIT ' A�sesSo""'"'&�`(a ._�`'� ,_./,q) D11O BUILDING PERMIT ow►st WARM AooRpt 1,g p "C= oNrMcro S 0"5j O 00"Yr 7 01-16 IN OowToicri N LDO91 LEMOM WV JW AMMS LA Fo PU77- �_;6JG, _ 0)r ve H-k� cT SO. FT. /I OCC. I BUILDING Total Valuation I i PERMIT FEE ' 3 ELECTRICAL PERMIT 000„ OR LESS Mein Service 10" OR LESS Main Service -TO t000A 0C ig Fdo 20.00 7.00 23.00 or 15.00 15.00 @20.001 D ig Fee 20.00 23.00 48.00 3.SQi°: 97.50 P.0NOlE APP"ATU6 ARCIWrECT OR lwoul[HI __ . Fifin Fee $ Permit Fee . Sn s ARCrrWT OR 040NrsLe ywlq AOOgEye Plan Checkin Fee $• S 5.00 sutu»aAcoaEas %`V 1 vlJ Energy Plan Checking Foe i Mobile Home Facilities 20.00 PERMIT FEE _ ✓ WT "0' •ueovei"WJW PAWWL MAP PLUMBING PERMIT USEOFSTRUCTURE SF � Duplex O Mobilehome O Other �Pecsv Each Trap Solar or heat pump water heater Water piping Each gas water heater or vent Gas piping stem 1 -5 outlets TYPE OF WORK riew Addition 0 Remodel O l tl�ities a installation O Other O Describe Work: Building sower Mobile Home I S I G I W PERMIT FEE ' 3 ELECTRICAL PERMIT 000„ OR LESS Mein Service 10" OR LESS Main Service -TO t000A 0C ig Fdo 20.00 7.00 23.00 or 15.00 15.00 @20.001 D ig Fee 20.00 23.00 48.00 3.SQi°: 97.50 P.0NOlE APP"ATU6 OUTLEr C0. Ex. Occup. OUTLET OR FDrrUAE9 eAL m a 1.00.!0 0 APPLM OR Ex. Occup. OtfTLET! 610. FA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirino 23.00 PERMIT FEE _ MECHANICAL PE RMIT Heating Cooling Hood Ventilation PERMIT FEt i Mobile Home Installation Fee $ Enerqy Insoection Fee E I Fee 20.00 D� 6.50 0 _ oZ. Ft'ES� }�P FLGOo I cOr/ PMC71 I PO 11f j`W'1 e y 6a1.L This permit is heris/sem\uedd under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (Wnl '--�,�-v,�'`"==+►�"r��"�nl�y"'_'a-' ^�•�r^,.ra•rwv�r �-y��:�r<c�-�, COUNTY OF OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION. 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 `=�{ PERMIT "PLICA TION DATA SHEET �c OWNER: 5 ASSESSOR PARCEL ER: Proposed B rldmg Use: Building Inspector: Date: ' At time of permit applicatio , I was advised the following data must be submitted prior to.1 �WiANO processing and/or issuance: ,A! Date Received By ❑ 1 ,All items have been submitted .---------------------------------------------- ----- �------ -✓ �- - ° lot plans, 3/4 sets, signed by the preparer of plans. -------- - - �.... U Complete plans, 3/4 sets, signed by the preparer of plans. - --46a- 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! ------------------ 6�Energy Design Compliance and supporting documentation.---------------------------------------------------- 117. ---------------------------------------------------❑7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------ 9. Manufactured Home data and installation instructiogs inc udin Tie Down S ec' cations .------------------ eesof $ - - ---- -----------------Q� 4 s ---------------------------- pact fees as shown on the attached schedule. ---------------- ---- alifornia Department of Forestry plan approvaUfees.0-—aul - --- ���L� ------------------- . ❑ 13. Mood elevation certificate.-------------------------------------------------------------------- - anitation and plot plan approva Health Department. -LA --- ---- - ❑ 15. City of Chico plumbing permit. - ---------------------------------- 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- —❑ 17. Planning approval for (A) Use: �- (B) Parking: '•-------------------------- 18. Contact Land Development about dimprovements, ❑ Drainage, egal Parcel ----------------------- . ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for . required Request to Building Inspector on (Date) 021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 0 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑24. Letter of signature authorization. ------------------------------- Recorded copy of Agricultural Acknowledgment Statement. 26. Letter of intent on building use. ---------------------------------- 027. Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expired permits. --------------------- 1129. 1:1433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ❑30. Other: W�h�en�ybu issue the permit, pro f lows ❑Mail to owner, /❑rW,ail t ntractor. Vlfelephone '" and hold for pickup at V` o Deliv with inspector. Applicant: Date:. —MffcAj Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air llliftion Date: /By: Copy of plans sent ❑ Health Department, ❑ Fire Department, er• Date: By: 1. Index permit application for the above it numbered: O Plan Check List 2. Additional items required: �' - '� Contractor, designer, owner as advised of the above required data by ❑ p , ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by, Date: Contractor, designer, owner, wad advis of the above aired data b ❑ phone, ❑ mail, ❑ B Ming Division counter; by Date: Plans reviewed by: Date: "91. 0 Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. PERMIT NO: 41-00 Lake Oroville Area Public Utility District 1980 Elgin street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the.Butte County -Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: July 24, 2000 Applicant: Allan & Autumn Hibsch (Christopher Seegert) #4 La Foret CT (6103 Old Olive Hwy). Applicant Address: Orov i I I e, CA 95966 (Orov i I I e, CA 95966 ) Applicant Phone No.: (589-2986) Property Location(s): .I 7.1 Lodgev i ew DR., Orov i I le, CA 95966 Lakeridge Village Lot #73 A. P. No. (s): 069-580-055 Fees due: $525, LOAPUD Connection, $1000, Capacity.Fee $1000, SC -OR RFC TOTAL DUE $2525.00 Application for service approved: LSE( ROVILLE AREA PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: Date: L0 Lake Oroville Area Public Utility District release to close permit: Date: By: OWNER COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISt,ON 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965 -TELEPHONE (530) 538-7541 ON SCHEDULE OF FEES DUE PROPOSED BUILDING USE (1. BUIIrDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ A. P. NO DATE C' RECEIPT N TL YUM60 -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ -f 11 CHOOL DISTRICT FEES �_'(S aid at District Office) SHERIFF FEES (paid at Building Division) W i �w Residential ........ x $360.00 = $ 3 U Units - Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. r 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. f 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 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 d ' g the plan checking process. APPLICANT DATE Sr L Pursuant to Government Code Section 66020, you'are hereby trotified 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 impoiition of the above mentioned items during which you may protest. The requirements for a protest are specified irf Government Code Section 66020(a). 1 tt Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner 11 (Rev. 2/97), BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) b� School District C(� Building Department No. A. P, Number J $����rj j Jurisdiction:. city County Property Owner Property Location/Address �Ot ( VQ Subdivision Lot No. nvvr duns I --"Cu vy ocyvv, v,su,cr rursonnul District Identification No. School. District certifies that ' (Applicant) (Street Address) (City) has complied with the requirements of Resolution No. representing SS square feet. School District Representative / Remarks: 90 =7/ -A- D�- (State) 99 -0,9-01's- (Phone Number) (Zip Code) by payment of $ '—�/ AB 2926 S FULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by qubmitting 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 Repiesentative 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.xls (10/98)dmm "t' , I APPROVED ❑ CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit #: C)0_ 09 .b Date: Genera/Information // AP#• ©bC� — S 80 — 3 Owners Name: A Parcel Acreage: 0 Owners Address: �`I L. -D012GT CT- Q YZQ V UUZ iA �S9-�fo Building Site Address: L-6- G y 73 Qr Proverfvinformation Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well ❑ Other Zone District: AR -1 Date of Zoning Ordinance:�-C�— General Plan: A r � Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement M No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan 3 No ❑ Yes Violation Area to No ❑ Yes Specific Plan S No ❑ Yes ❑ Chico ❑ D2N Enterprise Zone ]a No ❑ Yes, check use Floodplain ® No ❑ Yes f Zone: JE ❑ Watershed Protection Zone No Yes Proposed Use Complies With: ® General Plan fil Zoning Proposed Use Reauires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ❑ Cohasset Panel Number: 0 82!; C' ❑ Accessory Building Use Zoning Code Street & Highways Fre Prevention Subdivision Ma Front Side I O Side street 1.— Rear D 3 Height Septic Permit Review: Well Permit Review: Land Development Review: ?arcel Created by: ❑ Deeds Permit C/earance Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Cam/Ind/Multi) ❑ No ❑ Yes Date of Creation: Deed Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: ❑ No ❑ Yes Legal Access Required: ❑ No ❑ Yes ❑ No ❑ Yes, Road Name: ❑ No (-]yes %Map Date of Recording: J o — Lot: —7-1 Block Book: U S Page: ondidons That Must be M t Pricr to Issuance of Permit ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Other :eneral Comments: ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. pQ—�ic�1 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 COPY of Document Recorded 14 -Jul -2000 2000-0027076 Has not been compared with original BUTTE COUNTY RECORDER 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 die 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: 11.. 19.1 0loo.,lr ,,. 1n.IX,XXX unincorporated area co"^ly of Butte Sill• ul C.I.I,,'.'. LOT 77, AS SHOWN ON THAT CERTAIN MAP EN'rITLED, "LAKERIDGE VILLAGE', WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY of BUTTE, STATE OF CALIFORNIA, ON OCTOnER 28, 1°81, IN BOOK 85 OF MAPS, AT PACE(S) ll, 12, 13, 11, AND 15. EXCEPTING THEREFROM ALL MINERAL INTERESTS AND RIGIIT IN THE PROPERTY OF WHATEVER KIND, EXCEPTING TIIE TOP SOU FEET THEREOF AND THERE SHALL DE NO RIGHT 07 lill':RY ON THE SURFACE. OF SUCH PROPERTY TO EXTRACT ANY SUBSTANCES 'rIIERErROM. Date JULY 14, 2000 State of California County of BUTTE On JULY 14, 2000 before me, PENNY C. ENGLAND, NOTARY PUBLIC personally appeared STANLEY BEECHER AND SHARRON BEECH ER —_____personally own 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. WITNESS my h d and official seal Signature r i/2 2 C�0! NNY C. ENGLAND �!^' Seal: mmission #1240914 Mfr CPS) ; \ Notary Public '1 Butte County, California / A. P. # 069-580-055-000 My Commission Exp. DEC. 3, 2003 �� DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: LOT 73, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "LAKERIDGE VILLAGE", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 28, 1981, IN BOOK 85 OF MAPS, AT PAGE(S) 11, 12, 13, 14 AND 15. EXCEPTING THEREFROM ALL, MINERAL INTERESTS AND RIGHTS IN THE PROPERTY OF WHATEVER KIND, EXCEPTING THE TOP 500 FEET THEREOF AND THERE SHALL BE NO RIGHT OP ENTRY ON THE SURFACE OF SUCH PROPERTY TO EXTRACT ANY SUBSTANCES THEREFROM. AM 069-580-055-000 r 11 41 *AN REVIEW RESPONS&ORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a vali response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate yon response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS, OWNERS NAME / DATE: CIx3 ASSESSORS PARCEL NUMBER PERMIT NUMBER 060 q- .5 -Yo os S oo-o�'�� RESPONSE FOR PLAN CHECK LETTER DATED: TC -1 t,_ r- Z / / Z dr -&o PLAN CHECK ITEM # RESPONSE BY: f^r•, � Se�jrer LOCATION ON PLANS/CALCS: C l c V-Qo,,--<- O f /o,S Gar -CA 5 c 1 tI COMMENTS: /; v e e '�`� ,.. 't'o T 1�+ a ¢r1)'-� j GOt -ljklC F F 1 ` L.GI L' Gt oi so I—ljce-�' PLAN CHECK ITEM # RESPONSE BY: LOCAT N ON PLANS/CALCS: wQ Sty, t %� s Sc� a codes= s e t k -o C COMMENTS: ` �` O / ® dc 4, f1r, red r �- C th Q C a NO SO PLAN CHECK ITEM # RESPONSE BY: r: C LOCATION ON PLANS/CALCS: ` COMMENTS: L� S c r ,��•�� D tI 1A da S 42 LC Lt� C �raCcG L' Gt oi so I—ljce-�' c9 ct q.1A cr`..aTc �, 2SGr• PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CA CS: e6 g et r- z COMMENTS: 9+S III,/ ..Sa L4 ,I- 1 s 4-A a %-- L,ow r k6LLJvy PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: So"+l^ L' -,'1k e7(- hoUJe ._. 4,-d ea S d- ry-kGc o F- An a o C MENTS: = SP u r 0 vw ����� r t o Lt S c9 ct q.1A e„ a I-- C4 r S �o %!FS wQ Sty, t %� s Sc� a codes= s e t k -o C ,o b FIL d o � tc� Lo-,�X�4wi ��j t a �aP Lo af,"oma o ti r=vire �lati �e RESPONSE FOR PLAN CHECK LETTER DATED: �(�ti Z Z 6L31p� PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: 6 1 (f F/o D r (fle, 1�4:; -'e7'c 'r OrMMENTS: IC C i ! '1-( cca�c 't�Ne r✓ L) l tCJ �o Co-"(�-c`r.n i Her- Ca/C �o c -.z S dW 6t:drpovrn f !/+nch wi�Poc� CAo f eo�rec �. G gyp• eq(tF cbrf`c o PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: I PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: ♦ PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: June 21, 2000 Allan Hibsch 4 LaForet Ct. Oroville, CA 95966 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 069-580-055 Building Permit Number: 00-0969 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as ws: Meet irewall separation requirements are not shown on the plans. Provide 5/8 inch Type X rock on all garage walls and on the garage ceiling. The ceiling must have R.C. channel int ailed on the trusses at 16 inches on center. Interior braced wall panels are more than 25 feet apart measures center to center. Add additional 8 foot panel at family room wall. All requirements for alternate braced wall panels are required to be noted on your braced wall schedule and plans, including type of holdowns you will be installing. Note to "install according to UBC" is inadequate. Double floor joists are required under interior braced wall lines. Show on plans and call out ?th!,attachment for the braced wall panels to the doubled floor joists. lateral design will be required for the portion of the structure which is unusually shaped per the requirements of the UBC. You have trusses which are not supported on a braced wall line. These are the trusses through the middle of the building. As part of the lateral review, your architect or engineer must review and approve the truss calcs per his lateral design. Your plans are required to be stamped and wet -signed by your architect or engineer of record. Revise your energy calcs to reflect the use of an electric heat pump water heater, not the gas unit modeled. In addition, revise the square footage of house to 1554 square feet and windows on the North elevation 0edrooms are 4x4 with an additional ardl area above. Revise square footage for both windows in the calculations. Resubmit two signed sets of energy calcs. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. PART -II The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Balance of building permit fees to be determined after resubmittal of plans. 2. Complete and return the Butte County School Impact Fee Certification form. (Enclosed to owner). 3. Sheriff fees in the amount of $306.00 4. Recorded copy of Agricultural Acknowledgment Statement. 5. Sanitation clearance from Health Department. Sincerely, Martha Whitney Plans Examiner cc -Chris Seegert 4 - RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND MISCELLANEO US ONLY Owner:-J'1�-�� _ �'1 Building Permit Number: 00 --Dq& / Plans Examiner: 1 ' ` LAD A. P. Number: O(J-) GENERAL: �1! Zoning requirements - (number of permitted living units). Building permit valuation. Plans signed by the designer. Proper description of work on the application. Existing violations on the property. Recorded notice of violation. P�,OT PLAN: `i' Complete parcel size and dimensions. �' Setbacks, side yard, easements, etc. . Other buildings or structures. Grading, fills and/or drainage. �! Flood hazard -X Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees). FAU & FAS road setback. Building or utilities across lot lines (record form). FLOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). /2` 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Egress windows (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). " ,,51.' Glazing in Hazardous locations (Uniform Building Code section 2406). Required room sizes and ceiling heights (Uniform Building Code section 310.6). GFCI in baths, garage, kitchen, wet bar; and exterior receptacles (NEC 210). Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). 9. Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). Garage firev all separation required on garage side including supporting walls`and posts (Uniform Building Code section 302.4 exception #3). `• _ _ /I/f/Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). Smoke detectors (Uniform Building Code section 310.9.1). X. Xater closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Pagel of 2 km(cd ayc-ep �e l rX na E ),i-a- ePd � QQ (�= 7UCTURAL DETAILS: r 1. Conventional construetio ually shaped buildings (Uniform Building Code section 2320.5.4). 2: Standard bracing o gineered design (Uniform Building Code se6tion 2320.11.3). = Clerestory requiring balloon frame g and/or engineering.' eU A,�' Three story building requiring engineered calculations and plans. rooe 5. Foundation plan complete enough to construct building. j Floor construction details complete enough to construct building. 16u7 d"e-- � J �0�0 � o 7. Elevations and wall construction details complete enough to construct bilding. (.,V '�L ��' dr 6"'e 8. l Roof construction details complete enough to construct building. ) LOOLU 9. Rafter. ties or bearing ridge beam. Fireplace construction details and calculations if necessary. >Y Garage door header size(s).as C en (Cl Porch header size(s). _ Stud heights. �� Aid f Expansive soil - special foundation design required. '� � � `y Y O g I loa� Retaining walls requiring design. ,, �� `� Special Inspection requirements. z"�r � _ d 7. Header sizes. 8. sum wallboard nailing inspection required. �LLANEOUS ITEMS: Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section . 1006):. /2! Guardrails (Uniform Building Code section 509). .. Brick or stone veneer (Uniform Building Code section 1403). X-- Exterior plaster- weep screeds (Uniform Building Code section 2506.5). ,8� Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). -; Roof covering type=(fire hazard). Foam insulation - protection. ,8' 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). ffl-.11nderfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). Combustion air for fuel burning appliances - LPG requiiements. =@.Building requirements./1ergy design compliance and supporting documentation. f aP P/Jt P/��Jtcid. �&Cj shing at all exterior openings. �J � �e , F responsible area requirements. Pe eguirements: 17.1. Sl l f "lav ' on 17.2. ood elevation certificate. rn� 17.3. Fire Sprinklers required.hc�'1 -ire �GO� ew 17.4. Special Inspection requirements. 17.5. Use Permit conditions.: �ELW 17.6. Sub-Standard Housing letter. Page 2 of 2 PIC -ECT PROCESSING RVICORD w APPLICANT: OWNER: PERNM A. P. h D (P q- 5-96 0 5 5 WORK DESCRIPTION: DATE DESCRIPTION OF STEP ` " ;"—.COUN3Y OF BUTTE - DEPARTMENT OF DEV'E'LOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive a Oroville, California 95965 • Telephone (530) 538-75b2:0_r& (Rev.12N6) ' APPLICATION AND PERMIT " SMOMPAM i BUILDING PERMIT °'""•" t✓ TnsnoMa SO. FT. OCC. BUILDIN VALUATION r "mm L A Fo PUP77— cT 64e f3 -1W �s I, n 71 n cc corrrsPcrosr o"or 01. /D 0), VL Oe -0 CoNsTmocTm umat - uwoars wAsa Aoorress Fireplace Q Total Valuation t S AAcwmcr os vaam a ucersa ~O Firing Fee t 20.0 C AUafrEcr OR 0400MM'S MAJUNG "Doses• wao++oAoors» / Permit Fee i �_ Plan Checkin Fee i Energy Plan Checking Fee (� PERMIT FEE f rorwo --7� // _ • � _ �, D v/UA &� [+,� wr, Cj PLUMBING PERMIT Filing F 20.00 USEOFSTRUCTURE SF Duplex O Nloblehome O Other Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 — Is TYPE TYPE OF WORK New Addition O Remodel O blies O InstallationO Other O Describe Work: Each as water heater or vent Gas piping system 1 - 5 outlets Building sewer 15.00 Mobile Home S G W I @20.00 PERMIT FEE S 6�� ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2200 o°"s LESLESS 23.00 3 — - - - - - -- L(/ � 1 q6Y3�' ' D J / l L� J Main Service-- 200A To r000A 46.00 Ncw co►sT.oweii+o occvv. oa Acor+s.MOM a "cc. ane. NOr+R69ie.' MVLT}OERUET @7.50 PvwB% APPAMMI a INOEI O p0. EX. Occup. OVRLT OR FMTU(10 a .50 x.50 EX. O�D�. OR CCU O VrtE7! f31e. EA. 5.00 / Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t MECHANICALP MIT Filing Fee 20.00 Heating Coolin Hood v Ventile PERMIT FES I f U Mobile Home Installation Fee t Energy Inspection Fee $ occ cora T. rYPE TOTAL FEES MAZ D. PEE! ► PLDOO I Cold" NO 1661,E I S(Ia(�o 6.50 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. By PERMIT EXPIRES ON Date CDF FIRE SAFE REQUIREMENTS AP# PERMIT V NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local 'regulations which equal or exceed these standards. Field inspections will be made by the Butte County. Building Department for compliance. [ 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards _ f 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other apparteaant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius 1. No roadway shall have a horizontal inside radius*of curvature of less than 50 feet and additional sur- face width of .4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. 2. The length of vertical.curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. ( 1273.05 Turnarounds. If required, will have a minimum turning / radius of 40 feet from the center of the road. [� 1273.05 Turnouts. Shall be a minimum.of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [�] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of . 3- . All 'r9l AP # PERMIT # NAME 211 I� (� 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide. a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet,.turnouts shall be provided no.more than 400 feet apart. [,] 1273.10 Turnaround. A turnaround shall be provided at all building sites -on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [ 1. Gate entrances shall be at least two feet wider than the roadway it serves. [ 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [ ] 1. All parcels 1 acre azzd larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. [ 2. For parcels less than 1 acre, local jurisdiction shall -provide for the same practical effect. See Other Requirements below.. [, 1276:02 Disposal of Vegetation and Fuels. Disposal, including Y chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction �r f__tal inspection of a building permit. Page 2 of 3 AP # PERMIT # NAME Other Reguirements [ ] if Building Setback is 15 to 30 Feet: - Class A or B roof' - Enclosed eaves If Building Setback is Less Than 15 Feet Choose any 3 of the following: V Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves Interior automatic sprinkler system per NFPA 13D Glass area not to exceed 10% of wall area toward property line with insufficient setback Siding from the following list: -Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date g at e Page 3 of 3 CDF FIRE SAFE REQUIREMENTS AP# PERMIT W NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local 'regulations which equal or exceed these standards. Field inspections will be made by the Butte County. Building Department for compliance. [�Q 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other app-arteaant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. 2. The length of vertical .-curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. ( 1273.05 Turnarounds. If required, will have a minimum turning / radius of 40 feet from the center of the road. [1(j 1273.05 Turnouts. Shall be a minimum.of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot r\ traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3. CI .. t AP # PERMIT # NAME (� 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide. a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet,.turnouts shall be provided no.more than 400 feet apart. [ 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [ 1. Gate entrances shall be at least two feet wider than the roadway it serves. [ 2. The gates must be located at least 30 feet from the roadway -and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [ ] 1. All parcels 1 acre aid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ull property lines and/or the center Of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. 1276:02 Disposal of Vegetation and Fuels. Disposal, including Y chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction -,r f'_ial inspection of a building permit. Page 2 of 3 Cls AP # PERMIT # NAME Other Requirements [ ] if Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed i0% of wall area toward property line with insufficient setback - Siding from the following list:. Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date g at, re Page .3 of 3 Count LAND OF NATURAL WEALTH AND BEAUTY 1 ro�4}T` PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530)538-7785 October 24, 2000 Allan Hibsch # 4 La Foret . Oroville, CA 95966 Re: Minor Variance, AP # 069-580-055 Dear Mr. Hibsch: Enclosed is your validated Minor Variance Permit No. MVAR 00-03 to allow A Minor Variance to allow a 4 foot reduction to the 20' set back requirement, as per Chapter 10, Streets and Highways, on east side of property. Should you have any questions regarding this matter, please contact this office between 8:00 a.m. and 4:00 p.m., Monday through Thursday. Sincerely, Thomas A. Parilo Director of Development Services Rolanarks Office Assistant III Enc. cc: Land Development Division Building Division Environmental Health Department of Forestry MINOR VARIANCE OCT 2 4 2000 BUTTE COUNTY PLANNING COMMISSION DATE 1I k, 1141VARCZlilaly - -LNCE NO. - 069-580-055 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and. the special conditions set forth below: Allan Hibsch is hereby granted a Minor Variance in accordance with application filed , to allow Minor Variance to encroach 4' into the 20' side yard setback, as per Chapter 10; Streets & Highways, on the east side of property, at 171 Lodgeview Drive and Regal Way, Oroville, CA. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Sec. 24-62. 2. Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public Works upon receipt of a substantiated written request by the applicant, or their respective designee, Prior to such approval; verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. 3. A Minor Variance shall lapse and shall become void one year following the date on which the Minor Variance became effective, unless prior to the expiration of one year, a building permit is issued and construction is commenced and diligently pursued toward completion on the site which was the subject of the Minor Variance application. 4. The terms and conditions of this minor variance shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. B. Conditions of Approval: Applicant must. comply with all other applicable State and local statues, ordinances and regulations. NOTE: Issuance of this Minor Variance does not waive requirement of obtaining Building and Health Department permits before starting construction, nor does it waive any other requirements. Butte County Planning Commission Chairman CC: Land Development Division Building Division Health Department Department of Forestry APPROVEO�'(TL j�Li��% �v12 DATE �,:1,� ��2�0 i/1-� (_ri• l`I ll Nr) l'��C-�� Ur'-r��l f-1 l �3 ��/� , USE PERMIT .VARLVM i" — z c>' MINOR U.P. NG OOMMISS. is PLANN G MANAGER 0 op - c1 �\ �' L' `�_� Gt- � �� ►t av _ 1 .�r �-C.� l` -J rG. / V d`Jv l C/t� �� r %rri c SCS' -- ordwa - TABLE OF CONTENTS- TOC ----------------- Project\,Title.......... ALLAN & AUTUMN HIBSCH Date..07/19/00 20:09:40 Project Address........ LODGEVIEW DR. & REGAL WY.******* --------------------- OROVILLE, CA. 95966 *v5.10* Documentation Author... Barry Rubanoff ******* Buildi Permit; # Endeavor Homes P.O. Box 1947 Plan Check / Date Oroville, CA 95965 530-534-0300 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-HIBSCH-Wth-CTZllS92 Program -TOC. User#-MP1829 User -Endeavor Homes Run-HIBSCH ------------------------------------------------------------------------------- TABLE OF CONTENTS ----------------- Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R ................. 7 HVAC SIZING ............... 10 �I L:D. _Pt;�>C CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R -------------------------------------------------- Project Title.......... ALLAN & AUTUMN HIBSCH Date..07/19/00 20:09:40 Project Address........ LODGEVIEW DR. & REGAL WY.******* --------------------- OROVILLE, CA. 95966 *v5.10* Documentation Author... Barry Rubanoff ******* Building Permit # Endeavor Homes P.O. Box 1947 Plan Check / Date Oroville, CA 95965 530-534-0300 Field Check/ Date Climate Zone........... 11 --------------------- C ompliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. I MICRO.PASS v5.10 File-HIBSCH Wth-CTZ11S92 Program -FORM CF -1R User#-MP1829 User -Endeavor Homes Run-HIBSCH ---------------------------------------=--------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... 1554 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 13 deg (N) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 12.2 a of floor area Average.Glazing U -value.... 0.5 Btu/hr-sf-F Average Glazing SHGC....... 0.66 Average Ceiling Height..... 8.7 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type ------------ Type ' R -value R -value R -value U -value Location/Comments Wall ------- Wood -------- R-17.8 -------- R-0 -------------- R-17.8 0.064 ------------------------ Roof Wood R-38 R-0 R-38 0.033 Attic Floor Wood R-19 R-0 R-19 0.037 CRAWL Door n/a R-0 R-n/a R-0 0.330 FRONT DOOR, TO GARAGE FENESTRATION ------------ Over- Area U-' Interior Exterior hang/ Orientation -------------------- (sf) Value SHGC Shading Shading Fins Window Front (N) ----- 24.0 ------ 0.510 --------------------- 0.650 Standard -----=-------- Standard ----- Yes Window' Front (N) 10.0 0.490 0.670 Standard Standard Yes Window Front (N) 5.0 0.490 0.670 Standard Standard Yes Window Front (N) 16.0 0.510 0.650 Standard Standard Yes Window Front (N) 20.0 0.510 0.650 Standard Standard None Window Left (E) 16.0 0.510 0.650 Standard Standard None Window Left (E) 4.0 0.510 0.650 Standard Standard None Window Left (E) 16.0 0.510 0.650 Standard Standard None Window Back (S) 7.5 0.510 0.650 Standard Standard Yes Window Back (S) 40.0 0.490 0.670 Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R ------------------------------------------------ Project Title.......... ALLAN & AUTUMN HIBSCH Date..07/19/00 20:09:40 MICROPAS5 v5.10 File-HIBSCH Wth-CTZ11S92 Program -FORM CF -1R User#-MP1829 User -Endeavor Homes Run-HIBSCH ------------------------------------------------------------------------------- FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) -------------------- Value SHGC Shading Shading Fins ----- Door Back (S) 20.0 ------ 0.500 --------------------- 0.650 Standard -------------- Standard ----- Yes Window Back (S) 10.5 0.510 0.650 Standard Standard Yes Equipment Type ---------------- HPPackage HPPackage Minimum Efficiency ------------ 6.60 HSPF 9.70 SEER HVAC SYSTEMS ------------ Duct Duct Tested Duct ACCA Thermostat Location R -value Leakage Manual D Type Crawlspace R-4.2 No No Setback Crawlspace R-4.2 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 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. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL e Page 3 CF -1R Project Title.......... ALLAN & AUTUMN HIBSCH Date..07/19/00 20:09:40 MICROPAS5 v5.10 File-HIBSCH Wth-CTZ11S92 Program -FORM CF -1R I User#-MP1829 User -Endeavor Homes Run-HIBSCH ------------------------------------------------------------------------------- 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 Name.... ALLAN & AUTUMN HIBSCH Company. OWNER/BUILDER Address. Phone... License. Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Barry Rubanoff Company, Endeavor Homes Address. P.O. Box 1947 Oroville, CA 95965 Phone... 530-534-0300 Signed.. 7, 1q.6b (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R ------------------------------------------------- Project Title.......... ALLAN & AUTUMN HIBSCH Date..07/19/00 20:09:40 Project Address........ LODGEVIEW DR. & REGAL WY.******* --------------------- OROVILLE, CA. 95966 *v5.10* I I Documentation Author....Barry Rubanoff ******* Endeavor Homes P.O. Box 1947 Oroville, CA 95965 530-534-0300 Climate Zone........... 11 Building Permit # Plan Check / Date Field Check/ Date Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. I MICROPASS v5.10 File-HIBSCH Wth-CTZ11S92 Program -FORM MF -1R User#-MP1829 User -Endeavor Homes Run-HIBSCH ------------------------------------------------------------------------------- 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 manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value 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 CEC 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 -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): 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: MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R --------------------------------------- Project Title.......... ALLAN & AUTUMN HIBSCH Date..07/19/00 20:09:40 I MICROPAS5 v5.10 File-HIBSCH Wth-CTZ11S92 Program -FORM MF -1R User#-MP1829 User -Endeavor Homes Run-HIBSCH ------------------------------------------------------------------------------- a. Closeable metal or glass door 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 merit 110-113: HVAC equipment, water heaters, showerheads and X faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 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 of 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 systems, 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 constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within 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 and other applicable specified tests for longevity given in Sec. 150(m). . 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 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. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R ------------------------------------------ Project Title.......... ALLAN & AUTUMN HIBSCH Date..07/19/00 20:09:40 ------------------------------------------------------- MICROPAS5 v5.10 File-HIBSCH Wth-CTZ11S92 Program -FORM MF -1R ---------------- IUser#-MP1829 User -Endeavor Homes Run-HIBSCH ------------------------------------------------------------------------------- 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)1: 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 either have 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 7 C -2R ----------------------- Project Title.......... ALLAN & AUTUMN HIBSCH Date..07/19/00 20:09:40 Project Address........ LODGEVIEW DR. & REGAL WY.******* --------------------- OROVILLE, CA. 95966 *v5.10* Documentation Author... Barry Rubanoff ******* Building Permit # Endeavor Homes P.O. Box 1947 Plan Check / Date Oroville, CA 95965 530-534-0300 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-HIBSCH Wth-CTZ11S92 Program -FORM C -2R User#-MP1829 User -Endeavor Homes Run-HIBSCH ---------------------------------------------------------------------------- -- ---------------------------- ---------------------------- MICROPAS5 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _--------------------------------- Design Design ---------- Margin = - = Space Heating.......... 17.04 16.18 ---------- 0.86 = = Space Cooling.......... 16.75 9.79 6.96 = = Water Heating.......... 15.38 15.38 0.00 = = Total 49.17 41.35 7.82 = _ *** Building complies ----------------------------------------------------------------- ----------------------------------------------------------------- with Computer Performance GENERAL INFORMATION ------------------- Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 1554 sf Single Family New Front Facing 1 1 ReducedYear Detached 13 deg (N) Raised Floor 1 13579 cf 0 sf 12.2 0 of floor area 0.5 Btu/hr-sf-F 0.66 8.7 ft COMPUTER METHOD SUMMARY Page 8 ` C -2R --------------------------------------- Project Title.......... ALLAN & AUTUMN HIBSCH Date..07/19/00 20:09:40 - ----------------------------------------------- I MICROPAS5 v5.10 File-HIBSCH Wth-CTZ11S92 Program -FORM C -2R User#-MP1829 User -Endeavor Homes Run-HIBSCH ------------------------------------------------------------------------------- Zone Type -------------- HOUSE Residence Surface HOUSE 1 Wall 2 Wall 3 Wall 4 Wall 5 Wall 6 Wall 7 Roof 8 Roof 9 Floor 10 Door 11 Door BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit ------------ ----------------------- ----- -------- --------- 1554 13579 1.00 Yes Setback 2.0 Standard No Standard/0.68 10.0 OPAQUE SURFACES 13 90 Area U- --------------- Insul Act 0.670 Solar Form 3 Location/ (sf) ------ value ----- R-val ----- Azm --- Tilt Gains ---- ----- Reference ------------ Comments ---------------- 283 0.064 17.8 13 90 Yes W.19.2X6.16 Standard/0.68 252 0.064 17.8 103 90 Yes W.19.2X6.16 4.0 '45 0.064 17.8 103 90 No W.19.2X6.16 0.510 290 0.064 17.8 193 90 Yes W.19.2X6.16 0.650 16 0.064 17.8 283 90 Yes W.19.2X6.16 193 255 0.064 17.8 283 90 No W.19.2X6.16 90 724 0.033 38 n/a 0 Yes R.38.2X4.24 Attic 830 0.033 38 13 10 Yes R.38.2X4.24 Attic 1554 0.037 19 n/a 0 No FC.19.2X6.16 CRAWL 10 0.330 0 13 90 Yes None FRONT DOOR 17 0.330 0 283 90 No None TO GARAGE Orientation ---------------------- HOUSE 1 Window Front (N) 2 Window Front (N) 3 Window Front (N) 4 Window Front (N) 5 Window Front (N) 6 Window Left (E) 7 Window Left (E) 8 Window Left (E) 9 Window Back (S) 10 Window -Back (S) 11 Door Back (S) 12 Window Back (S) FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ----- ----- ----- --- ---- -------------- -------------- 24.0 0.510 0.650 13 90 Standard/0.76 Standard/0.68 10.0 0.490 0.670 13 90 Standard/0.76 Standard/0.68 5.0 0.490 0.670 13 90 Standard/0.76 Standard/0:68 16.0 0.510 0.650 13 90 Standard/0.76 Standard/0.68 20.0 0.510 0.650 13 90 Standard/0.76 Standard/0.68 16.0 0.510 0.650 103 90 Standard/0.76 Standard/0.68 4.0 0.510 0.650 103 90 Standard/0.76 Standard/0.68 16.0 0.510 0.650 103 90 Standard/0.76 Standard/0.68 7.5 0.510 0.650 193 90 Standard/0.76 Standard/0.68 40.0 0.490 0.670 193 90 Standard/0..76 Standard/0.68 20.0 0.500 0.650 193 90 Standard/0.76 Standard/0.68 10.5 0.510 0.650 193 90 Standard/0.76 Standard/0.68 n COMPUTER METHOD SUMMARY Page 9 C -2R - ------------------------------- Project Title.......... ALLAN & AUTUMN HIBSCH Date..07/19/00 20:09:40 - ------------------------------------------------------------ MICROPAS5 v5.10 File-HIBSCH Wth-CTZ11S92 Program -FORM C -2R User#-MP1829 User -Endeavor Homes Run-HIBSCH I ------------------------------------------------------------------------------- OVERHANGS AND SIDE FINS ---Window-- ------Overhang---- ---Left Fin--- ---Right Fin -- System Type ---------------- HOUSE HPPackage HPPackage HVAC SYSTEMS ------------ Minimum Duct Duct Tested Duct ACOA Duct Efficiency Location R -value Leakage Manual D Eff ------------------------------=-------------------------- 6.60 HSPF Crawlspace 9.70 SEER Crawlspace R-4.2 No No 0.771 R-4.2 No No 0.674 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. REMARKS Area Left Rght Surface ----------- (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE ----- ----- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 Window 24.0 6.0 4.0 2.0 0.58 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 10.0 2.5 4.0 4.0 0.58 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 5.0 1.0 5.0 4.0 0.58 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 16.0 4.0 4.0 2.0 0.58 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 7.5 5.0 1.5 3.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 40.0 6.0 6.67 15.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 11 Door 20.'0 3.0 6.67 15.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 10.5 3.0 3.5 15.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a System Type ---------------- HOUSE HPPackage HPPackage HVAC SYSTEMS ------------ Minimum Duct Duct Tested Duct ACOA Duct Efficiency Location R -value Leakage Manual D Eff ------------------------------=-------------------------- 6.60 HSPF Crawlspace 9.70 SEER Crawlspace R-4.2 No No 0.771 R-4.2 No No 0.674 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. REMARKS HVAC SIZING Page 10 HVAC ----------------------------------------------------- Project Title.......... ALLAN & AUTUMN HIBSCH Date..07/19/00 20:09:40 Project Address........ LODGEVIEW DR. & REGAL WY.******* --------------------- OROVILLE, CA. 95966 *v5.10* Documentation Author... Barry Rubanoff ******* Building Permit # Endeavor Homes P.O. Box 1947 Plan Check / Date Oroville, CA 95965 530-534-0300 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v.5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-HIBSCH Wth-CTZ11S92 Program -HVAC SIZING User#-MP1829 User -Endeavor Homes Run-HIBSCH ------------------------------------------------------------------------------- GENERAL INFORMATION Floor Area ................. 1554 sf Volume ..................... 13579 cf Front Orientation.......... Front Facing 13 deg (N) Sizing Location............ OROVILLE RS Latitude ................... 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....:.. 78 F Summer Range ............... 37 F Interior Shading Used...... Yes Exterior Shading Used...... No Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY 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 Heating Cooling Description --------------------------------- (Btuh) (Btuh) Opaque Conduction and Solar...... ----------- 7659 ----------- 4121 Glazing Conduction ............... 3804 2472 Glazing Solar .................... n/a 3627 Infiltration ..................... 7724 3171 Internal Gain .................... n/a 2100 Ducts ............................ 1919 775 Sensible Load .................... 21105 16265 Latent Load ...................... n/a 3253 Minimum Total Load ----------- 21105 ----------- 19518 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 HVAC SIZING Page 11 HVAC ------------------------------------------------------------------------------- Project Title.......... ALLAN & AUTUMN HIBSCH Date..07/19/00 20:09:40 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-HIBSCH Wth-CTZ11S92 Program-HVAC SIZING User#-MP1829 User-Endeavor Homes Run-HIBSCH ------------------------------------------------------------------------------- factors when selecting the HVAC equipment. rA DANIEL J. DOBBIE aD Professional Engineer Q Q 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 PROJECT SCOPE• CoQ jkOFESS/0,4. cot: 202 rm Page: 1 Job No: 2KO30 Date: July 2000 Hibsch Residence PROVIDE LATERAL LOAD CALCULATIONS FOR THE UNUSUALLY SHAPED PORTION OF STRUCTURE. CHECK DIAPHRAGM SHEARS AND CHORD FORCES. PROVIDE A TYPICAL TOP PLATE SPLICE TO BE DESIGNED FOR THE CHORD FORCES. DESIGN THE PATIO SOFFIT AS A HORIZONTAL DIAPHRAGM TO TRANSFER SHEAR LOADS TO THE SHEAR WALL. DESIGN THE TWO SHEAR WALL LINES WHICH OCCUR AT THE REENTRANT CORNER OF THE BUILDING. DESIGN THE SHEAR WALLS FOR SHEAR AND OVERTURNING. UNIFORM BUILDING CODE SEISMIC ZONE WIND SPEED WIND EXPOSURE CONCRETE COMPRESSIVE STRENGTH (fc) REINFORCING STEEL YIELD STRENGTH (fy) ALLOWABLE SOIL BEARING PRESSURE DEAD LOAD LIVE LOAD 1997 EDITION ZONE 3 75 MPH EXPOSURE B 2500 PSI 60 KSI 1000 PSF 15 PSF 16 PSF o- 0 l.. DANIEL J. DOBBIE Page: 2 aD Professional Engineer Job No: 2KO30 20 Mayfair Drive Chico, CA 95973-0707 Date: July 2000 Phone/Fax (530) 345-4743 HIbSCh Residence SEISMIC FACTOR• V = (3.0 * Ca / R) W SIMPLIFIED DESIGN SEISMIC ZONE: ZONE 3 NEAR SOURCE FACTOR (Na): NOT APPL 1.0 SEISMIC SOURCE TYPE (A, B, OR C): NOT APPL TYPE A CLOSEST DISTANCE SEISMIC SOURCE NOT APPL 2 KM SOIL PROFILE TYPE (S): TYPE SD SEISMIC COEFFICIENT (Ca): 0.36 OVERSTRENGTH COEFFICIENT (R) 5.5 LT FRAMED FINAL SEISMIC FACTOR ( 3.0 * Ca / R) = 0.1964 x W BUILDING MASS (W) (TRANSVERSE DIRECTION). ROOF: 3560 *.015 = 53.4 KIPS INT WALLS: .008 * 8/2 * 70 * 2 = 4.5 KIPS EXT WALLS: .010 * 9/2 * 70 * 2 = EaKIPS TOTAL 64.2 KIPS SEISMIC LOAD (Vs) (TRANSVERSE DIRECTION): 12.6 KIPS 25EISMIC LOAD FOR ALLOWABLE WORKING STRESS 9.0 KIPS REDUNDANCY FCTOR (pp = 2 20 / (r max * Ab^0,pj 0.09 <1 USE: 1 TYPE OF SHEAR ELEMENTS SHEARWALLS LENGTH OF HIGHEST STRESSED SHEARWALL (Lsw) 26 FT LOAD TO HIGHEST STRESSED SHEARWALL (Vsw) 6.30 KIPS TOTAL BASE SEISMIC SHEAR (Vs) 12.6 KIPS FACTOR (rmax) = Vsw / Vs * 10 / Lsw 0.19 GROUND FLOOR AREA (Ab) 2956 FTA2 AMPLIFICATION FACTOR (omega) 2.8 WIND ANALYSIS WIND PRESSURE (P): P = Ce * Cq * qs * Iw WIND EXPOSURE: B EXPOSURE WIND SPEED: 75 MPH MAXIMUM HEIGHT OF STRUCTURE (H): 16 FT COMBINED HEIGHT, EXPOSURE, AND GUST FACTOR (Ce): ELEV OF WIND EXPOSURE HEIGHT (h) Ce = (h Ce) ABOVE GRAVE (FT) 40'- 60' h1 = 0 1.31 0.00 301- 40' h 1 = 0 0.84 0.00 25'- 30' h2 = 0 0.76 0.00 20'- 25' h3 = 0 0.72 0.00 15'- 20' 114 = 1 0.67 0.67 01-15, h5 = 135 0.62 9.30 TOTAL h'= 16 TOTAL (hCe') 9.97 FINAL FACTOR (Ce'): Ce' = (h Ce') / h' 0.623 PRESSURE COEFFICIENT (Cq) (METHOD 2): 1.3 WIND STAGNATION PRESSURE (qs): 15 PSF WIND IMPORTANCE FACTOR (Iw): 1.00 FINAL WIND PRESSURE (P): 12.15 PSF AREA OF WIND LOADING (TRANSVERSE DIRECTION)• BUILDING WIDTH (Wb) (AT GROUND LEVEL): 70 FT ELEVATION OF LOWEST DIAPHRAGM (Hd): 8 FT AREA OF EXPOSURE (Ae): 1178 SQ FT ADJUSTED AREA (Ae') (1/2 OF 1ST LVL TO GRND): 898 SQ FT ADJUSTED PRESSURE LOADING DIAPHRAGM (P') 12.17 PSF WIND LOADING (}W) (TRANSVERSE DIRECTION)@ 10.9 KIPS WIND GOVERNS DANIEL J. DOBBIE aD Professional Engineer Q Q 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Page: 3 Job No: 2KO30 Date: July 2000 Hibsch Residence DIAPHRAGMS & CHORDS ROOF DIAPHRAGM: (TRANSVERSE LOADING) TOTAL LOAD TO DIAPH OVER LIVING/BEDRMS (Vr): 6.51 KIPS DIAPHRAGM WIDTH (W): 34 FT DIAPHRAGM LENGTH (L) 46 FT MAXIMUM DIAPHRAGM UNIT SHEAR (vmax): 0.096 KLF ALLOWABLE UNIT SHEAR (va): (CASE 1) 0.240 KLF ADJUST FOR 10d BOX vs. 8d COMMON 0.98 ADJUSTED ALLOWABLE UNIT SHEAR (va') 0.235 KLF ROOF DIAPHRAGM' 15/32" APA CDX RATED SHEATHING, UNBLOCKED BOUNDARY & EDGE NAIL = 10d BOX @ 6" o.c. FIELD NAIL = 10d BOX @ 12" o.c. ROOF CHORD FORCES (LOADS APPLIED TRANS DIRT MAXIMUM CHORD FORCE (C=T) C = T = Vr L/(8"W) 1.1 KIPS TOP WALL PLATE SPLICE• (TOP WALL PLATE CHORDS) TOP WALL PLATE 2 - 2 x 6 #2 CROSS SECTIONAL AREA (1 - 2 x 6) 8.25 IN"2 ALLOWABLE TENSION PARALEL TO GRAIN (Ft) 0.575 KSI LOAD DURATION FACTOR (CD) 1.33 SIZE FACTOR (Ct) 1.3 ADJUSTED ALLOWABLE TENSION (Ft') 0.994 KSI MAXIMUM ALLOWABLE CHORD FORCE (Tallow) 8:2 KIPS OK TOP WALL PLATE NAILING: ,: (USE 16d SINKER NAILS) (NDS SEC 12.3.1) SIDE MEMBER SPECIES DOUGLAS FIR -LARCH MAIN MEMBER SPECIES DOUGLAS FIR -LARCH NAIL DIAMETER (D) 0.148 IN BENDING YIELD STRENGTH OF NAIL (Fyb) 90000 PSI DOWEL BEARING STRENGTH SIDE MEMBER (Fes) 4650 PSI DOWEL BEARING STRENGTH MAIN MEMBER (Fem) 4650 PSI THICKNESS OF SIDE MEMBER (ts) 1.5 IN PENETRATION MAIN MEMBER (p) 1.5 IN FACTOR (KD) 2,2 FACTOR (Re) = Fem/Fes 1 FACTOR (k1) 1.092 FACTOR (k2) 1.092 FIND LEAST YIELD MODE: MODE Is Z = 469 LBS MODE Illm Z = 171 LBS MODE Ills Z = 171 LBS MODE IV Z = 118 LBS GOVERNING MODE: MODE IV Z = 118 LBS PENETRATION DEPTH FACTOR (Cd): Cd=p/12"D (<1.0) 0.845 ADJUSTED LATERAL DESIGN Vel UF• ALLOWABLE LOAD TO 16d SINKER NAIL (Z') 99 LBS NUMBER OF NAILS REQUIRED (N) = T / (Z'- CD) 8 NAILS USE: 16 TYPICAL ROOF DIAPHRAGM 2 - 2 x 6 #2 TOP WALL PLATES CHORDS: 8'- 0" MIN. LAP AT SPLICES W/ 16 -16d SINKERS BETWEEN SPLICES DANIEL J. DOBBIE aD Professional Engineer ,Q Q 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 DIAPHRAGM SHEARS Page: 4 Job No: 2KO30 Date: July 2000 Hibsch Residence ADJUSTED FOR NAILS OTHER THAN COMMON NAILS DESIGN DATA• BASE SHEAR VALUES USED FOR COMMON NAILS FROM: 1997 UBC TABLE 23 -II -H HORIZONTAL WOOD STRUCTURAL PANEL SHEARS 1997 UBC TABLE 23 -II -1-1 WOOD STRUCTURAL PANEL SHEAR WALL SHEARS ADJUSTMENT FACTOR BASED ON NATIONAL DESIGN SPEC SECTION 12.3.1 SIDE MEMBER SPECIES DOUGLAS FIR -LARCH MAIN MEMBER SPECIES DOUGLAS FIR -LARCH YIELD STRENGTH OF NAIL (Fyb) (ASTM F 1667) 90000 PSI DOWEL BEARING STRENGTH SIDE MEMBER (Fes) 4650 PSI DOWEL BEARING STRENGTH MAIN MEMBER (Fem) 4650 PSI USE ADJUSTMENT FACTORS IN FINAL DIAPHRAGM DESIGN NAIL SELECTION CHART• TYPE DIAMETER LENGTH 8d COOLER 0.113 23/8 8d BOX 0.113 21/2 10d COOLER 0.120 27/8 10d BOX 0.128 3 12d BOX 0.128 31/4 8d COMMON 0.131 21/2 16d BOX 0.135 31/2 10d COMMON 0.148 3 12d COMMON 0.148 31/4 16d SINKER 0.148 31/4 16d COMMON 0.162 31/2 ROOF DIAPHRAGM: STRUCTURAL PANEL THICKNESS (t) 0 15/321N NAIL SIZE USED FOR BASE DESIGN VALUES 8d COMMON NAIL SIZE TO BE USED IN CONSTRUCTION 10d BOX ADJUSTMENT FACTOR• 10d BOX 8d COMMON NAIL DIAMETER (D) 0.128 IN. 0.131 IN THICKNESS OF SIDE MEMBER (ts) 0 15/321N 0 15/32 IN PENETRATION MAIN MEMBER (p) 1.5 IN 1.5 IN FACTOR (KD) 2.2 2.2 FACTOR (Re) = Fem/Fes 1 1 FACTOR (k1) 1.069 1.072 FACTOR (k2) 1.624 1.650 FIND LEAST YIELD MODE: MODE Is Z= 127 LBS 130 LBS MODE Illm 127 130 Z= 145 LBS 148 LBS MODE Ills Z= 69 LBS 71 LBS MODE IV 69 .71 Z= 88 LBS 92 LBS GOVERNING MODE: Z= 69 LBS 71 LBS PENETRATION DEPTH FACTOR (Cd): Cd = p / 12-13 (< 1.0) 0.977 0.954 ALLOWABLE LOADS (Z') = Z -Cd 67 LBS . 68 LBS DANIEL J. DOBBIE Page: 5 aD Professional Engineer Job NO: 2KO30 20- Mayfair Drive Chico, CA 95973-0707 Date: July 2000 Phone/Fax (530) 345-4743 HIbSCh Residence SHEAR WALL AT COMMON WALL SHOP/GARAGE & LIVING FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 10.9 / 2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 5.45 KIPS PANEL SIZES: HEIGHT WIDTH P1: 9.50 FT 9.00 FT P2: 10.67 FT 16.00 FT TOT WIDTH 25.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.218 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF ADJUST FACTOR FOR 10d BOX vs. 8d COMMON 0.98 ADJUSTED ALLOWABLE UNIT SHEAR (va') 0.255 KLF 'B' SHEAR WALL • 3/8" APA RATED CDX, BLOCK PANEL EDGES EDGE NAIL = 10d BOX @ 6"o.c. FIELD NAIL = 10d BOX @ 12"o.c. WL P<, Prd Pup P1 H Rd W Rup PANEL P1 DATA' PANEL WIDTH (W): 9 FT PANEL HEIGHT (H): 9.5 FT TOTAL SHEAR RESISTED BY PANEL (V): 1.96 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w)` 0.28 KLF APPLIED LEFT DOWN LOAD (Pid): 0.34 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS• 2/3 OVERTURNING MOMENT (Mo): 12.4 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 7.4 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 5.0 KIP FT LEFT DOWN LOAD REACTION (Rd): 3.37 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.56 KIPS ALLOWABLE UPLIFT SIMPSON 'HD2A' ON 2x 1.555 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE SHEAR PER 1/2" BOLT 0.48 KIPS ALLOWABLE SHEAR PER SIMPSON 'A35'. CLIP 0.45 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 6 " O.C. USE: 6" MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 30 "o.c. USE: 30" MAXIMUM SPACING AT SIMPSON 'A35' CLIP 28 "o.c. USE: 24" DANIEL J. DOBBIE Page: 6 aD Professional Engineer Job No: 2KO30 20 Mayfair Drive Chico, CA 95973-0707 Date: JUIy. 2000 Phone/Fax (530) 3454743 Hibsch Residence SHEAR WALL AT SOUTH FAMILY/BEDRM WALL FOR IN -PLANE WIND OR SEISMIC SHEAR MEAR COLLECTOR WALL LINE DATA: V =.01217 * 220 TOTAL SHEAR COLLECTED TO WALL LINE (V): 3.77 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 4.00 FT P2: 8.00 FT 17.00 FT P3: 8.00 FT 4.00 FT TOT WIDTH 25.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.151 KLF ALLOWABLE UNIT SHEAR (va): 0.180 KLF ADJUST FACTOR FOR PROPER ATACHMENT 1.00 ADJUSTED ALLOWABLE UNIT SHEAR (va') 0.180 KLF A' SHEAR WALL: 7/8" PORTLAND CEMENT PLASTER, UNBLOCKED NO. 16 GAGE STAPLE, 7/8" LEGS @ 6" OVER EXPANDED METAL OR WOVEN WIRE LATH PANEL P1 DATA: PANEL WIDTH (W): 4 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.60 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.365 KLF APPLIED LEFT DOWN LOAD (Pld): 0.76 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 3.2 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 1.9 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 1.3 KIP FT LEFT DOWN LOAD REACTION (Rd): 2.54 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.32 KIPS ALLOWABLE UPLIFT SIMPSON 'HD2A' ON 2x 1.555 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB1 6'ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT* 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE SHEAR PER 1/2" BOLT 0.48 KIPS ALLOWABLE SHEAR PER SIMPSON 'A35' CLIP 0.45 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 9 " O.C. USE: 8" MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 43 "o.c. USE: 42" MAXIMUM SPACING AT SIMPSON 'A35' CLIP 40 "o.c. USE: 32" SOFFIT DIAPHRAGM• TOTAL LOAD TO SOFFIT (Vr) = .01217 * 72 0.88 KIPS DIAPHRAGM LENGTH (L): 20 FT MAXIMUM DIAPHRAGM UNIT SHEAR (vmax): 0.022 KLF ALLOWABLE UNIT SHEAR (va): (CASE 3) 0.180 KLF ADJUST FOR 10d BOX vs. 8d COMMON 0.98 ADJUSTED ALLOWABLE UNIT SHEAR (va') 0.176 KLF SOFFIT DIAPH AGM 3/8" APA CDX RATED SHEATHING, UNBLOCKED AT PATIO: BOUNDARY & EDGE NAIL = 10d BOX @ 6" O.C. FIELD NAIL = 10d BOX @ 12" o.c. LONGFELLOW LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 9FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: Address: AN: REVIEWED REVIEWED & NOTED FOR CONFORMANCE WITH THE DESIGN CONCEPT & GENERAL LAYOUT ONLY NOT RESPONSiatE FOR 011VIENSIUMS, ERRORS, OMISSIONS OR COORDINATION WITH OTHER TRADES. DAN DOBBIE P SI AL ENGINEER BY Date ev Job No: /�IL-SSC ff Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 ) (916) 387-0116 / P Timber Products Insp cc jJn me � ''Y P.O. Box 20455 R.ING DEPA VIME Portland, OR 97220 (503) 254-0204 ROVE 6�e 1 l;%NBLL.uIu. DLIA11. SIRUNGUACK IIIAIL III 1106ER 12' (I.C. ) IURACEU AT 55' U.C.) �- , U6AL LEUGER (NAIL _10 VERTICAL W/2-IUd IIAILS) lK) SPA( UA; FUR 113 = 56.0'1 U.C. REFER. III SIVPSUI4 CATALOG C -9411-I FOR PRUUUCT AIIACHHENT SPECIFICAIIUtf (ATTACH A35 III Fl OIP.ECTIUYJ (PII 0�U !SI) (M) 2X4 F.L. OR II.F. 92 OR (N) (G) BIF. SIP.ONGDACK BRACE (S) T LE ICER e[\ WE 6'O.0 MAX HITS IW; I'RIPAlllll 111011 111111'111111 1111.111 (IIIAI)[ A 111111[ISIII11C1 1111111111111 HY III ITIS 11111 RUI.1= MAIERIAL (IUILUI)KEP. II (C) GABLE Ei0 •15 2X LCUGER — f C01411UI1 I 1P.USSES SIRUNGDACY. BRACEU AT 55' D.C. (C) Ix4 CONIINLIIIIIS LATERAL OPACING FOP BRACE (STRUNGUACK) MEMUF--R LUNGER TITAN 72'. ATTACII AT )IIDPUIIIT lT EACH GRACE 'A/2 -0d CCUMMIlft IIAILS. 24' linX GABLE EFIO .11 —'U-1-1 - U U IJ`—U U U U (SI 1\ \ (III ) (PI) PEAK PLATE TO MAICII CUHTUN TRUSSES. NOTE: CHORUS TU BE 2x4 FIR -LARCH 92 Hill. (SI) SPLICE PLATE IU 14ATCII COMMON TRUSSES.. (NOTE: 1111S DETAIL MAY BE USED FOR (11)) IEEL PLATE 10 MATCH CUItUII TRUSSES. TRUSSES WITH PITCHED O.C. ALSO. (0) OPI IOl 10 WED RATING: USE (3)-2' WIRE STAPLES (0.1)72 UTA./15 GA.) 1DE11AILEU IIIRU CHORD 111111 WEB 6 MPU WED IIIIU CIIURU Ulf ONE FACE FUR A IUTAL OF 6 STAPLES. (PI), (SI ) L (111) MUST Be PLATED. (G) GABLE EIIU DES101 BASED UN 75NPM WIND LOAD EXPOSURE '0' AT 0-25 FT MEAN PLATE MAX. WEB LENGTH IX3• 2-0-0 2X4• 0-1-0 3X4• 13-6-0 UUILOUKER IIEICIIt. , PLT TYP. Wave TPI -95 R Design Criteria: TPI -95 STD Q O O O •• VAR NIMG' • IRUSS(S R[OUIR( EXTREME CAR( IN FABRICATION, HANOIING, SHIPPING, INSTALLING AND BRACING. NITER 10 RIB -91 (RANKING INSIALLING AND BRACING), PUBLISHED BY IPI (TRUSS PLATE Q O IRSIIIGIE. SB7 O'ONOF 10 D0.„ SU11[ 200, MADISON, 11 67119), FOR SAFETY PRACTICES PRIOR 10 /[Af OANIN0 IHIS[ FUNCTIONS. UNLESS OTHERWISE INDICAI[D, IOP CHORD SHALL NATE PROPERLY ATTACHED O O STRUCTURALPANELS, BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CIILINO. ••I[IPORIANI•• FURNISH A COPY OF IRIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 o ALPINE o BUILD INE IRUSS(S 10 CONFORMANCE WIIH IPI: OR FABRICAIING. HANDLING, SHIPPING. INSFALt AIION OR BRACING OF IRUSSES. IHIS DESIGN CONFORMS NEIN APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPICIFICAl10N PUBLISHED BY IN[ AMEN ICAN FOREST AND PAPER ASSOCIATION( AND IPI. ALPINE CIORS OF OGA rl \U �tJ TACH(FACE OFNIRUffC ANDS UNL(SS10IN(NNISE 77 GATT. l OCAl(0 ONE IHI SIO[SICNASNOTED. APPLY POStIION COM RECTORS( PER 10 DRAWINGS 170. ISO AND 16D A F. AN [NGIN[[R'S SEAL ON IHIS DR ANI NG APPII[S ONLY 10 ILLI 0(f1GH 1 I 1 OY.IN( IRUSS D(PICIID HIRE ANO SIIAII HOT 0I AIMED UPON IN ANY 01 ITIA NAY, 6 - 10d (1119.1111 OI.(ICK IIAILS 1 3-IOd /BRACE/IIAILS EACH Ef9) OUTLOOKER C?ITERIA I�\\\ 3.5' MAX \�� IrP. NOICII x 24' U.!'. 1 .5' MAX. 12' Mill 24' MAX 2x4 F.L. LL14DER GRADES MAX. LENGTH MITICU I BRAC UNG •( N ) MAX. CEiiGTN W/ SIRUNGOACK BRACE ( S ) STANDARD 5 -II -0 II -10-0 DATE 03/19/98 DRW COT 12 " SEQII 25458 11 7-9-0 15-6-0 11 6 BETTER, 7-9-0 15-6-0 SS 7-9-0 15-6-0 y c * TC LL TC DL DC DL DC LL TOTAD. 30.0 15.0 0.0 50.0 I15F PSF PSF PSF PSF REF 8992 DATE 03/19/98 DRW COT 12 " SEQII 25458 OUR.FAC. 1.15 FROM PDC SPACING �• DETAIL -92i ALTERNATE BRACING NOTE: SEE DRAWING DRININAL FOR LUMBER. PLATES. AND OTHER DATA NOT SHOWN IIERE. TRUSSES REQUIRE EXTREME CARE IN HANDLING. ERECTION AND -BRACING. REFER TO 1PI 1110-91. SEE 1HIS DESIGN FOR (ADDITIONAL SPECIAL PERMANENT BRACING REQUIREMENTS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL BE LATEnALLY (BRACED W1111 PROPERLY ATTACHED PLYNOOD SHEATHING, BOTTOM CHDRD WIT11 PROPEnLY ATTACHED CEILING. CD103 (A) IX4 03 HEM -FIR DR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH NIM 121 8d NAILS. BRACING LMATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A --SUITABLE SUPPORT BY ERECTION CONTRACTOR. MANY OF TILE BELOW MENTIONED 8nA'ING TYPES MAY BE SUBSTITUTED* 2X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4" D.C. BRACING MATERIAL 10 BE SUPPLIED BY ERECTION CONTRACTOR. IX4 'L" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 6- Q.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 2X4 'L' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' D.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SCAB BRACE SAME SIZE. GRADE AND LENGTH AS WEB MEMBER. ATTACH WITh 16d NAILS @ 4. O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SEE ORIGINAL. OE91GN FOR PROPER 0ENENSION9 I I TTE COUNI N 10MING DEPAA ��,e <. v m m 'PLT. E DESIGN CRIT UUC Rev J7.1e SC L- 0 1875 cn NNIMPORTANTNNIL►r' EIGrrEEtE9 PlnEocrs A:` WARNINGII"mcs IE9ulsE t"w" c"I �aA yf( TC LL 30.0 PSF REF 8992--42293 o n o 0 0 o s0aLL 1101 e¢ rEspoiflot, ►dl uv is MLIXI'M EPECI4N M9cm 011111101 c�E. ♦♦I� t<' GATRUSS P11tux IOESIILD theIS Drvm5s1 117 WIrORIVICT 111( 1ESf 1t*ll. On Ulf 0918E DI t 1. 4S / MICHIL SPECIAL EECMIUE 11IIS 8PXCIIJc III +� • SISO AcT Z TC DL 15.0 PSF DATE 06/28/93 o hells tEMEtrOP9 +PE NADE Or 2oG4 WLe. STEEL 11rtllr.O UIN arI1tAEIRS. UNLESS OIKN41te 11DICA1E0. 10► " F PC OL sJ . 0 PSF ORM CD103 1� 444S CA s duPI As 110119. At" r tpACCTOM IS FACE FACE or viore twit or ulEVIAtts MACEO IIIIN PPEA•E► t{O, _I�D138/5 MW M e Illils 011E/MIsE lOcA1E0 011 IRIS D1s10/l roslrlal l9 A111OE0 PL`M800 91EItHIM Doves C"aAm BC LL 0.0 PSF —ENG FM1 E/ C01SE910PS P1a rMAPPIS IFA. 150 9 INA -E. OEStal SIAIDAPOS WIN PPOPEMI AIIILEO PISIO CEILIIb -- SetTOT. L0. 50.0 PSF zEaal UlwllaBtE m0nslae 0r 1aa a 7PI. u1 EOEUE[P s ALPINE rEOEITf1L LSDAIE ErlvOil PGI MINE f C141� ��o III AnLr! 110 t�iuu ID E1Rl1f0 uCS to val ili�alElolllulsnr [E PI r9PnECtPUu tP10Elp/ t{IIIINt/ or IINS j( OFs,Q� OUR. FAC. 1.15 c, u o 0 0 0 .-.IPI - IRISS PLAN_ I"SI)IO/G IDs • Ina I11110ILLL Real SPECII)tAIIOIs FOR 16309 Cursirw110N SPACING 24.0' m DetalI for fabricatloll of bottom chord filler Lo be used to produce a flat bottom chord of variable lengLli. Refer to approprlaLe desiyn for lumber, plates, and other data Rot shown here. (A) 1X4 colltilluous lateral brachy C 6'-0" U.C. (max.). Attach with 2-8d halls. Furtllsh copy of this drawing to erection contractor so he will know of Lhiss requirement. (1) REV. / SM / 1/5/92 (DRAWING NUMBER) (2) REV. 1/21/93 OR (VERTICAL) (3) REV. 7/7/93 FM (MAX. FILLER OPEN PANEL) PLATE TYPE ALPIRE FURNISII A COPY OF TIIIS DESIGN TO ERECTION CONTRACTOR TRUSS IMPORTANT: ALPINE EIG 111EE1IE D1'IWnlICIS. INC.• SIIAIt NOT UE RESPUNSIULE FOil ANY UEVIAIION I IIOM IIIESE Y FAII.VnE TO USPEINF UI DR 111E TRUSS1IN courORIMAN EIrWIH11 THE "OUAIIIY CONTROL MANUAL"HY 11'1. At PINE CONNECIOIIS ARE MANIITACTUIIEO FIIOM 70 GAUGE 0AIVANIZL•D SIEEL UNLESS 0111VNWISE SNOWN. MEEtING NEOUIIIEIAENIS OF ASTM A446 A. APPLY CONNECTORS 10 110111► ACES A I EACII JOINT LOCATE AS SHOWN. 0EARn10 WIDTHS AIIE 4- NOMINAL UNLESS OIIIEnWISE SHOWN DESIGN SIANDAnt)S CONFORM WITIIAPI'LICAOLEPnOVISiONSOF•NDS•BGANUIPI.65On PCT•60. WARNING: TRUSSES nEoulnE EXTnEMECARE INIIANDLING.ENEC1IONAND OnACING. SEE "OWT•16" (OIIACINO WOODESsIQ TRUSSES: c' IPQ. SEE THIS FOMMENTARY AND OR DDI• DATIONS- TIONAL SPECIAL PERMANENT EIIIACINO REQUIREMENTS. UNLESS OINERWISE SIIOWN, TOP CIIORD SIIALL DE LATEIIALLY DIIACED MIII PROPERLY ATTACNEO PLYWOOD SIIEA• T111ND• BOTTOM CIIOnD WITH RIGID CEILING OR DRACING AS SPECIFIED ON DESIGN. 00 NOT USE THIS DESIGN WI111 FIRE RETARDANT TREATED LUMOER. Q�O` f 44,0 H ti y 4AND W v 00• d g3p2lA ' I� �. * �� yIV,\•�nQ�\ DESIGN CRIT, UDC REF: 5736 R427 TC LL: PSF TC OL: PSF DL: 5.0 PSF TOT.LD: PSF DATE: 7/19/88 DWG: CD 106 ENG: FNGRADE I O/A LEN: VARIE DUH. FAC: % PITCll: VARIES SPACING 24.0" U.C. TYPE: DETAIL 'IPI.InUSSPLAtE INSTITUTE: NOS - NAITONALDESIGN$I'ECTFICAIIUN FUII WUUI1 CUIl$IIIUCIION. t' z. (HIBS0225-SEEGERT/HIBSCH - Al 34' COMN) TOP CHORD 2x4 DF -L #1 :T1 2x4 DF -L #18Bet.: BOT CHORD 2x4 OF -L #1 N WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. rn C- C- 00 0 W2. 5X4 _ W3X6 -- 4 4 P— V O (A) a 0 0-4-8 a W1 .5X4 N cr W4X4(Al) z z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00' OC. BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. y50= . - W3Xfi-- --. W4X4 (A2) Ga z2� lu 0� -f- Y a I_ 16-10-6 _I_ 17-0-0 J 33-10-6 Over 2 Supports R-1110 W-5.5° A ®V R-1272 W-5.5" 0 PLT TYP. Wave TPI -95 Design Criteria: 0 0 0 N >: ALPINE BRACING. REFER TO KIN -91 (RANKING INSTALLING ABC BRACING), PUBLISHED BY TPI (TRY$$ PLATE INSTITUTE. 501 O'010F210 U., SUITE 100• RAOISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHOAO SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANILS. NOTION CNORP SHALL UTE A PROPERLY ATTACKED RIGID CEILING. IMPORTANT• f0111SN A COPY OF THIS 015161 TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOA ANY DEVIATION FROM THIS DISICN; ART FAILURE TO BUILD THE TRUSSES 11 CONFORMANCE 1171 TPI; ON FABRICATING. RANKING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. ' THIS DESIGN CONFORMS WITH APPLICABLE PROVISIOAS Of ADS (NATIONAL 015168 FPICIfICATION PMLISIED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TI. ALPINE CONNECTORS ARE MADE OF MRA ASTM AOSS 8140 ORLY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRVSS'AND UNLESS OTHERWISE LOCATED 00 IBIS 012161. POSITION CORRECTORS ►(A DRAWINGS 160 AQ. THE SEAL OA 7811 DRANTNO INDICATES ACCEPTANCE Of PROFESSIONAL 12914CERINS RISPOISIBIl1TT SOLELY FOR THE YRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND OSI OF Tel$ CWON191 FOR ANY PARTICULAR BUILDING It THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER ANSIfTPI 1-199t SECTION E. CA/ -/l/ -/-/-/F _ TC LL 16.0 PSF TC DL 10.0 PSF BC DL. 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0' Scale -.1875"/Ft REF R427--88675 DATE 05/11/00 DR W CAUSR427 00132011 CA -ENG AEB/CWC SEON - 26459 FROM GA e. (ILIBS0225-SEEGERT/HIBSCH - A2 34' SCISS) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 20 OF -L #1&Bet. :T2, T3 2x4 OF -L #1: CALCULATED HORIZONTAL DEFLECTION IS 0.27` BOT CHORD 2x4 OF -L #1 :B1 2x4 DF -L #1&Bet.: DUE TO LIVE LOAD AND 0.29" DUE TO DEAD LOAD. N WEBS 2x4 DF -L Standard IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: �y PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. TO BRACE TC 0 24.00. OC, BC 0 72.00' OC. (DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. CALCULATED VERTICAL DEFLECTION IS 0.59' DUE TO LIVE LOAD rn AND 0.65' DUE TO DEAD LOAD AT X v 11- 1-12. - 10 PSF BC LIVE LOAD PER UBC. 00 C= - -_ .W5X,6 W2.5X4 /s W2.5X4 0 W3X6 -ft -, 4 2 ` W2.5X4 1m I7.n.n 17-0-0 1 5-8-8 22-8- 34-0-0 Over 2 Supports R-1269 W-5.5' 77 rn Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95 Design Criteria: TPI STD •YARNING•• TRUSSES REQQIRI ERTAEME CARE 11 FABRICATION. MANKIND. SNIPPING. 11STALLINS AID E/[ p GRACING. RR TO 910.91 (NAIDt116 INSTALLING AND BRACING). PUBLISHED IY TPI (THUS$ PLATE p JUST IT" SGS D'ONOi1I0 Ol., SHITE EDU, IIADIS01, 11 $]119), FOR SAFETY PRACTICES PRIOR TO C= PERFORM& THESE FUNCTIOUf. UNLESS OTRINNESE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED N STRU, FA1ElS. BOT70M CNOAO i1ALl IA►f A F4OFI1lT ATTACHED 116tD CEILING. .IMPORTANT" FURIISM A COPY OF THIS DESIGN TO TN[ INSTALLATION CONTRACTOR. AL11RE EIDIREf1E0 .--� PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; N► /A1lURE i0 �--• BUILD TVE TRUSSES IN CONFORMANCE VITA TPI: OR ►ABAICAT111. BANDLIIG. SHIPPING, INSTALLING AID ALPINE BRACING Of TAUSSIS. TBI$ DESIGN CONFORMS WITH APPLICABLE PROVISIONS 0► RDs (NATIONAL DESIGN 'J+ SPECIFICATI02 ►UBLISM[0 OV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS at MADE Of EONA ASTM AGSS GM GALT. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO EACH IAC[ Of TRUSS, AND UNLESS OTHERWISE LOCATED C1 THIS OESI ON. POSITION CORNECTONS PER MAN 11Rf ICO A-1. THE SEAL 01 THIS ONAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE T10S3 COMPONENT DESIGN S10Y1. THE SUITABILITY RED USE OF THIS A CON►01ENT rot ANY PANTICOLAR BUILDING IS THE RESPONSIBILITY 01 THE BUILDING DESIGNER, ►E4 ANSI/TPI 1.190$ SECTION E. 0-0-0 W3X8(Al) fin 1 10 16K0 C 0` E COUNI R-1269 M-5.5'FAV CA/ -/1/-/-/-/F TC LL 16.0 PSF TC OL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT -LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0' Scale -.1875"/Ft REF R427--88676 DATE 05/11/00 DRW CAUSR427 00132012 CA -ENG AEB/CNC SEAN - 16361 FROM GA W3X6 0 T v 4 r 0 a B W6X8 e 2-9-1 .a• � 2 w - "-/x W2.5X4 w z W3X8(A1) z w W2.5X4 g z -lo-o 93.17-0-0 W3X6 -ft -, 4 2 ` W2.5X4 1m I7.n.n 17-0-0 1 5-8-8 22-8- 34-0-0 Over 2 Supports R-1269 W-5.5' 77 rn Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95 Design Criteria: TPI STD •YARNING•• TRUSSES REQQIRI ERTAEME CARE 11 FABRICATION. MANKIND. SNIPPING. 11STALLINS AID E/[ p GRACING. RR TO 910.91 (NAIDt116 INSTALLING AND BRACING). PUBLISHED IY TPI (THUS$ PLATE p JUST IT" SGS D'ONOi1I0 Ol., SHITE EDU, IIADIS01, 11 $]119), FOR SAFETY PRACTICES PRIOR TO C= PERFORM& THESE FUNCTIOUf. UNLESS OTRINNESE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED N STRU, FA1ElS. BOT70M CNOAO i1ALl IA►f A F4OFI1lT ATTACHED 116tD CEILING. .IMPORTANT" FURIISM A COPY OF THIS DESIGN TO TN[ INSTALLATION CONTRACTOR. AL11RE EIDIREf1E0 .--� PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; N► /A1lURE i0 �--• BUILD TVE TRUSSES IN CONFORMANCE VITA TPI: OR ►ABAICAT111. BANDLIIG. SHIPPING, INSTALLING AID ALPINE BRACING Of TAUSSIS. TBI$ DESIGN CONFORMS WITH APPLICABLE PROVISIONS 0► RDs (NATIONAL DESIGN 'J+ SPECIFICATI02 ►UBLISM[0 OV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS at MADE Of EONA ASTM AGSS GM GALT. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO EACH IAC[ Of TRUSS, AND UNLESS OTHERWISE LOCATED C1 THIS OESI ON. POSITION CORNECTONS PER MAN 11Rf ICO A-1. THE SEAL 01 THIS ONAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE T10S3 COMPONENT DESIGN S10Y1. THE SUITABILITY RED USE OF THIS A CON►01ENT rot ANY PANTICOLAR BUILDING IS THE RESPONSIBILITY 01 THE BUILDING DESIGNER, ►E4 ANSI/TPI 1.190$ SECTION E. 0-0-0 W3X8(Al) fin 1 10 16K0 C 0` E COUNI R-1269 M-5.5'FAV CA/ -/1/-/-/-/F TC LL 16.0 PSF TC OL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT -LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0' Scale -.1875"/Ft REF R427--88676 DATE 05/11/00 DRW CAUSR427 00132012 CA -ENG AEB/CNC SEAN - 16361 FROM GA (HI.850225-SEEGERT/IIIBSCH - B1 46' TSC TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 :81 2x6 OF -L SS: WEBS 2x4 DF -L Standard N 00- PLATES oPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. F1: IDEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. rn -d- CALCULATED VERTICAL DEFLECTION IS 0.72" DUE TO LIVE LOAD coo AND 0.78• DUE TO DEAD LOAD AT X - 17- 0- 0. 0 z 30 PSF BC LIVE LOAD PER UBC. W5X8 va W3X4 g W2.5X4 0 W4X6 0 4 r o W2.5X4 m c>� p- W3X6(F9) W3X4 f THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. CALCULATED HORIZONTAL DEFLECTION IS 0.27' DUE -TO LIVE LOAD AND 0.29" DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF OR RIGID CEILING USE PURLINS: TO BRACE BC @ 72.00" OC WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING. SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. W3X4 E3 W4X6 s 4 W2.5X4 s w : W3X6 (F9) BI 2 W3X4 �- HS514 Ga 2 - F� W1.5X4 M W2.5X4 sa W4X12 Ii W3X4 a W5X12 Fa W1.5X4 0 w C=3 z W3X8(A1) :2-- r-3 z lo- 2-10 � 23-0-0 _1 2 -0-0 011 d 17-0-0 r 16-6-8 T 12-5-8 1 I 46-0-0 Over 2 Supports R-1665 W-5.5" rn 0 C= C= N ALPINE I��BB4®eoDq CA 45628 "� th,Wave TPI -95 Design Criteria: TPI(S1 "YARNING" TRUSSES REQUIRE EXTREME CARE 11 FABRICATION. HANDLING. SHIPPING. INSTALLING All) BRACING. R[rcR TO NID•R1 (BANKING INSTALLING AID BNACINC). PUBLISHED BV TPI (TRUSS PLATE INSTITIT[. $BS D?0=10 ON.. $SITE SOD, MADISON, NI $5719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STNUCTVRAt PANELS. BOTTOM CHOSO SMALL NAVE A PROPERLY ATTACHED RIGID CEILING. "IPWORTANT-- FURNISH A COPY OF TILS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE INGINEERED PRODtlCTt. ICC. SMALL IMIT BE RESPONSIBLE FOR ANY DEVIATION FROM THIN OEf IGRt ANY FAILURE TO BALD THE THU , IN CONFOUTANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ROS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY TBE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CORRECTORS ARE MADE OF EOSA AM AGSS GR40 QALY. STEEL, EXCEPT AS NOTED. APPLY CORRECTORS TO EACH FACE OF TRUSS; AM OILI SS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DNANINSS 160 A•E. THE SEAL DI THIS CRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RES►ONS111"TY SOLELT FON THE TIOSS COMPONEAT DESIGN SHOWN. THE SUITABILITY AND 051 OF THIS COMPONENT FOR ART PARTICULAR BBfLDIRG IS THE REVOISIBIIITT OF THE BUILDING DESIGNER, PER ARSIFTPI 1.1905 SECTION I. R-1665 W-5.5" T-0-0 ro4ILA WO-YXIDEPAR ¢ iYt`EN, CA/ -/1/-/-/-/F TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0' Scale-.1250/Ft. REF R427--88677 DATE 05/11/00 DR W CAUSR427 00132013 CA -ENG AEB/CWC SEON - 26509 FROM GA (HIBS0225-SEEGERT/HIBSCH - EPGE] 82 46' PGETSC) THIS DING PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 OF -L #1 :T4, T5 2x6 OF -L #1: (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. BOT CHORD 2x6 OF -L, SS :B2 2x6 DF -L $2: :83 2x4 DF -L #1: N WEBS 2x4 DF -L Standard :1412 2x4 DF -L #1: IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: \ TO BRACE TC 0 24.00. OC. BC 0 24.OD' OC. N PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. �y DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. (NOTE: THIS TRUSS IS DESIGNED TO SUPPORT 24' OUTLOOKERS AND STUCCO (10 PSF) ON ONE FACE. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION C" CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING. Lr'' (K) 20 DF -L #2 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING• NOTE BELOW. o WITH 2X4 ALPINE PLATES @ 24'oc. THROUGHOUT PLUS HEEL PLATES AS SHOWN. 10 PSF BC LIVE LOAD PER UBC. 147X6 = 14514 0a — W6X6 s W3X8 9 (K) H W4X6 a A T4 A W2.5X4 a 4 ( ) C=) W1.5X4 a I1. W3X4(F9) W6X8(R) III w W3X4 (F9) 2 143X4 W4X4 (R) 11182 2 z W2.5X4 = 145X4 � z w w ' z zL00 d I` 17-0-0 23-0-0 .r.e J` 16-6- 46-0-0 Over 2 Suppo M R-1086 W-5.5' LrA PLT TYP. Wave TPI -95 Design Criteria: TPI(S I •WARNING" TRUSSES ACQUIRE (ITREHE CARE I" F1641CATIOI. HANDLING. SNIPPING, INSTALLING p •BRACING. "FIR TO 811.91 (MAN)LING INSTALLINR AND BRACING), ►UDLISIED BY TPI (TRUSS PLATE p INfTNTUTE. SOS D'ONOFRID DR.. SUITE 200, MADISON, WI S3119). FOR SAFETY PRACTICES PRION TO p PERFORMING TIt S2 FUNCTIONS. UNLESS 07HERMISE INDICATED. TOP CHORD SMALL NATE PRO►ERIT ATTACNED N STRUCTURAL PANELS. 80770H C8010 SMALL NAII A PROPERLY ATTACHED 11610 CMING. ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINE' p ►IODUCTS. INC. SMALL NOT Of RESPONSIBLE FON ANY DEVIATION FROM THIS DESIGN, ANY fAIIWE C"7 ONILD THE TRUSSES 31 101FOLAAAC2 RITH TPI; ON FABRICATING. HANDLING. SNIPPING, INSTALLING D ALPINE 6NACit6 of T1USfES. TIES OESIGA CORFO2MS MIT" APPLICABLE PROVISIONS OF NDS (NATIONAL OESI S►ECIFICATION PU6l ISNED B1 THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CogNCCiORf ARE MAGE OF 20SA ASTM A66S CRAG "LT. STEEL. INCEPT AS NOTED. APPLY CONNECTORS TO EAC: FAOF OF TRUSS, AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PER "All IU 160 A-2. TIE SEAL ON THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIN[t 1TY SOIFLT FOR THE TRUSS CONFORM OESICN SHOWN. THE SUITABILITY AND USE OF THIS A1PID0 � 9 Im tOMP011ENT FOR ART PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1996 SECTION 2. W5X6 0 W 7 X 8 s (A) 4 W5X8 a (A) T5 W4X4 s W12 W3X6 s 83 (K) e -o -o W5X6(R) N W1.5X4 148X12 (R) EI 143X6 = W5X8 = W3X6(A1) z 10- 23-0-0� �'1fll 8 12-5-8 its R-409 PLF W-12-5-8 TO CA/ -/1 /-fly/1-7F S� a' l.e' ""D Otpw TC LL 16.0 PSF REF R427--14560 TC DL 10.0 PSF DATE 05/30/00 0 8C OL 7.0 PSF DRW CAUSR427 00151025 BC LL 0.0 PSF CA -ENG AEB/GWH t ey 30 2,0000p0� * TOT. LD. 33.0 PSF SEQN - 32142 ����N"""' SPACING 24?0" FROM GA (H1BSO225-SEEGERT HIBSCH - B3 GE DRAG TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard N PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION --'CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING. o SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. W4X6- H V A A d C34 A � �W AG z ' ' W3X6 v z w THIS OWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00' OC. 10 PSF BC LIVE LOAD PER UBC. TRUSS TRANSFERS 119:00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. **. THE MAXIMUM HORIZONTAL REACTION IS 5474.20# ** wsxo (Ai) - ..8-0-0 63 w z a L_ 23-0-0 1 23-0-01)TE yj9j .1 --46-0-0 Over Continuous Support� ���-. R-66 PLF W-46-0-0 w Rh- +/-119 PLF Over Full Length Shearwall rail Note: All Plates Are W1.5X4 Except As Shown. P PLT TYP. Nave TPI -95 Design Criteria: TPI STD CA - 1 - - R F Scale -.125"/Ft. o O 'YARNING•" TRUSSES REGUIRE E17REME CYE 11 FABRICATION, HANDLING, SNIPPING, INSTALLING AND IAACtNG. RE IN TO 0IB•et (NYOLING 105 LING YD BRACING), PUBLISHED OT TPI EnUSS PLATE I19TITYTL, A03 D'OBOFRIO DR.. SOI T[ [00, 14101508, YI 53719), FOR SAIlTY PRACTICES PRIOR TO QKI TC LL 16.0 PSF REF R427--59729 nT P[tFORRIBA TMCGE FOACTTONS. OIL[SS OTNIAVISE INDICATED, TOP CNOOD SMALL NATE PROPERLY ATTACHED TC OL 10.0 PSF DATE 07/17/00 ap STRUCTURAL PANELS, BOTTOM CNOAO SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT" FURNISH A COPY OF BE)$ OCSIGE TO TEE INSTALLATION CONTRACTOR. AL HE EIIG11LI1CD as BC DL 7.0 PSF DRN ^, PRCDOCTS. INC. SMALL NOT It RESPONSIBLE PON ANY DEVIATION FROM THIS DESIGN: ANT FAILURE T CAUSR427 00199078 .� ALPINE go) LDTIE TRUSSES to CONFORMAICE WITH TPI; OR FABRICATING, HANDLING, SH1►PINB. INSTALLING mAcif OF neGs[s. THIS OLSIGH CONFORMS MITI APPLICABLE PROVISIONS D► 103 (RATIONAL a[s] BC LL 0.0 PSF CA -ENG TSB/GWH ti SPIC1fICATION PUILS61O ET TRE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNICTONs YC MADE a [O0A ASTM A633 MRI40 GALE. STEEL. EICIPT AS NOTED. APPLY CONNECTORS TO JD * ul I8 2D * TOT. LD. 33.0 PSF SEQN - 1135 EACR FACE 0► ROSS. ADD UNLESS OTHERWISE LOCAT[0 03 THIS DESIGN, POSITION CONNECTORS PER DDR. FAC. 1.25 FROM GA ^'P WYIRGS 160 A•1. TEE SEAL 01 THIS DRYING IOICAT91 ACCEPTANCE OF PROFESSIONAL ENGINEERING NEAOISIB ILITV SOLELY /CR TRE TRUSS LOIS DESIGN THE SUITABILITY AND USE OF Ttl15 CIVIL �p .a10• �C•�wM= THE ONS BILIT ANSI IT/ITIFOR .19GS $ECTIIQI 2. 0. p(lD)RD IS THE RESPONSIBILITY Of THE BUILD LAG DESIGNER, PER �(—i�1-1.L•N'`1�7[" SPACING 24.ON ,4' :P (HIBSO225-SEEGERT/HIBSCH - Cl 24' COHN (TOP CHURD 2x4 DF -L #1 BOT CHORD 2x4 OF -L #1 N WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. n.: (ADDITIONAL LOADS C"TC - 77 LB Conc. Load at 16.00 0 H v A 0 a n.. A w W2.5X4 (A1) Q z w w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00' OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4 Ee W2.5X41ON W2X6(AI) to (c2.O-Da) a L< 12-0-0 _I_ 12-0-0 I 24-0-0 Over 2 Supports R-812 W-5.5" R-953 W-3.5" 0 N PLT TYP. Wave TPI -95 Design Criteria: TPI STD 1 —WARNING •• TRISSES REQUIRE ENTREMI WE 11 FABRICATION. HANDLING. SNIPPING. INSTALLING AND E p BRACING. NE►EA TO NIB -91 (NANDLINO INSTALLING AND BSACIIIG). ►UBIISHEO BY TPI (TRUSS PLATE p IISTITITE. SIS 0.ONOPRIO DA.. SUITE SDG, MADISON. 111 $3719). FDA SAFETY PRACTICES PRIOR TO p PLN►ORNINR THESE FUNCTIONS. UNLESS OTBERNISE INDICATED. TOP CHORD SMALL NAME PROPERLY ATTACHED N ,1 STRUCTURAL PANELS. BOTTOM CIORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. --IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ---. PROOGCTS. INC. SHALL NOT Of RESPONSIBLE FON ANY DEVIATION FROM THIS DESIGN. ANY FAILURE TO IBILD THE TROSSES 11 CONFOANANCE WITH TPI: 01 FABBICITING. BANDUNG. SNIP►IN6, INSTALLING AND A L P I N E RNACIIG OF TRUSSES. TRIS OES16N CONFORMS YITN APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN `✓+ S►ECI !.CATION Pm1151ED BT TIE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CORRIYTONS ARE MADE OF NOGA ASTM A653 CR40 GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND RILLS$ OTHERWISE LOCATED ON TIES DESIGN, POSITION CONNECTORS PER ONANIIGS 160 A-2. TIE SIAL ON THIS CRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �E,,,Prodw incCESPONSIBILITT SOLELY FOR THE TRUSS COMPONENT DESIGN SHDYN. TOE SUITABILITY MO USE 0/ Tlli �r� � 9 � CON►ONERT FON ANY PARTICOLAR BUILDING IS TRF RESPONSIBILITY OF THE BUILDING DESIGNER. PEA AISI/TPI 1•I00S SECTION 2. E OSUMI Y RIUMNO DEP TMg.1--% CA/- 1/-/-/-/F Scale-.25"/Ft. TC LL 16.0 PSF REF R427--88678 TC DL 10.0 PSF DATE 05/11/00 BC OL 7.0 PSF DRW CAUSR427 00132014 BC LL 0.0 PSF CA -ENG AEB/CMC TOT.LD. 33.0 PSF SEON - 26554 OUR.FAC. 1.25 FROM GA SPACING 24.00 (REPAIR SEEGERT - PBC / B1 45'9" TSC REPAIR FOR BROKEN BOTTOM CHORD. REPAIR PROCEDURE ------- iHORE TRUSS TO RESTORE TO PRELOADED CONDITION. fes -.:>DD PRE -PLATED TRUSS SECTION AS SPECIFIED. 1> REMOVE SHORING. C' S)PRE- PLATED TRUSS SECTION (REFER TO SOLID LINES) ZP ATTACH.TRUSS SECTION TO ONE FACE WITH SIMPSON SDS 1/4"X3.0" cl�I SCREWS SPACED AT 24" O.C. THROUGHOUT ALL OVERLAPPING MEMBERS. o CIRCLED NUMBERS REPRESENT THE MINIMUM NUMBER OF SCREWS IT REQUIRED IN THE INDICATED AREA (PANEL). RUSS SECTION LUMBER OP CHORD 2x4 DF -L 1&BET. OT CHORD 2x4 DF -L 1&BET.: B1 2X6 DF -L SS WEBS 2x4 DF -L STANDARD W3X4 5� W5X8 W06 W2. 5X4 11 12 4 x G — 2 4!3X4== rx - w W2.5X4 III 23 z G�� ZZ W3X6(F9) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR EDGE DISTANCE, END DISTANCE AND SPACING FOR SCREWS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF WOOD. NOTE: SEE DRAWING CAUSR427 00327016 FOR LUMBER, PLATES, AND OTHER DATA NOT SHOWN HERE. AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. `C®ell 4J5Xwzz__z2 Av,� W3X4 A �� (TS) Z. 4 1 W012= 2=__—_— _ =- ------------ 1J3X4111 ---- ----- — �`�' w 18-10-12 w z Q 210-0 22-10-8 17-0-0 I R=1657 W=5.5" rs.. 16-6-8 -9-0 Over 2 Support C�7 Design Criteria: TPI ST PLT TYP. High Strength,(•Jave TPI -95 ..� "WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANOI TNG. SHIPPING. IWL57AND OB0.ACING. .REFER TO NIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE O INSTITUTE. 503 D'OHOFfl 10 OR .. SUITE 200, MADISON, tll 53719), FOR SAFETY PRACTICES PRIOR 70 G'V PERFORMING THESE FUNCTIONS. UNLESS OTNERNISE INDICATED, TOP CHORD SHAH HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Ca `•IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIHE ERGINEENE1) N PROOUCIS. INC. SMALL NOT DE RESPONSIBLE FOR ANY DEVIATION FROM THIS OESIG N: ANY FAILURE TO BUILD THE TRUSSES 1H CONFORMANCE YI TN TPI: OA FABRICATING, III TNG. SIIIPPIN6, INSTALLING AND a' ALPINE BRACING Of TRUSSES. THIS DESIGN CONFORMS NITII APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN w SPECIFICATION PUBLISHED BY THE ARE ICAU FOREST ARD PAPER ASSOCIATION) AND TPI. ALPINE Fy CONNECTORS ARE MAD[ OF 20GA ASTM A653 GN40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED 011 THIS DESIGN. POSITION CORNECTORS PER O0.AtlINGS 160 AZ. THE SE AI ON THIS DR WING INDICATE ACCEPTANCE OF PROf ESSI ONAL ENG IHEEP IMG I AJ ioe En eared PfodllCts, InG. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN: THE SUITABIL IiY AND USE OF THIS p 5'OLTRTIICDIO, CA 0dUC COMPONENT FOR AMY PARTICULAR BUl,BENG IS TIIE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSIITPI 1-1995 SECTION 2. * T'eq/26 2( C1V11- 1f pF cafe( -2- R=1657 14=5.5" CA/-/1/-/-/R/F TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" -10- Scale =.1875"/Ft. REF R427--10906 DATE .02/26/01 O R W CAUSR427 01057001 CA -ENG PBC/GWH SEQN - 30153 FROM GA TABLE OF CONTENTS TOC ----------------------------------------------------- Project Title.......... ALLAN & AUTUMN HIBSCH Date..01/23/01 19:01:53 Project Address........ LODGEVIEW DR. & REGAL WY.******* -------------2? ----- OROVILLE, CA. 95966 *v5.10* 60 -0% / Documentation Author... Barry Rubanoff ******* Building Pe it # Endeavor Homes 2 • CD • f P.O. Box 1947 Plan Check / Date Oroville, CA 95965 530-534-0300 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method:..... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-HIBSCH2 Wth-CTZ11S92 Program -TOC User#-MP1829 User -Endeavor Homes Run-HIBSCH ------------------------------------------------------------------------------- TABLE OF CONTENTS ----------------- Report Page FORM CF -1R ................ 1 FORM.MF-1R ................ 4 FORM C -2R ................. 7 HVAC SIZING ............... 11 .4 rM 0%W1, V"ti r I .R NG DEPARWR -TDIJ I CD I jJ GZ-4DF.VT CERTIFICATE OF COMPLIANCE: RESIDENTIAL -------------------------------------------------------------------------------- Page 1 CF -1R ------------------------------------------------------------------------------- Project Title.......... ALLAN & AUTUMN HIBSCH Date..01/23/01 19:01:53 Project Address........ LODGEVIEW DR. & REGAL WY.******* --------------------- hang/ OROVILLE, CA. 95966 *v5.10* (sf) Documentation Author... Barry Rubanoff ******* Building Permit # Number of Dwelling Units... Endeavor Homes Front (N) Number of Stories.......... P.O. Box 1947 ------ 0.350 Plan Check / Date Floor Construction Type.... Oroville, CA 95965 Floor Front Glazing Percentage......... 530-534-0300 of floor area Field Check/ Date climate zone........... 11 -- - --------- `EVmpliance Method...... ------------------------------------------------------------------------------- MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-HIBSCH2 Wth-CTZ11S92 Program -FORM CF -1R - User#-MP1829 -------------------------------------------------------------------------------- User -Endeavor Homes Run-HIBSCH GENERAL INFORMATION FENESTRATION Over - Conditioned Floor Area..... 1554 sf Area U- Building Type .............. Single Family Detached hang/ Construction Type ......... New (sf) Value Building Front Orientation. Front Facing 13 deg (N) Shading Number of Dwelling Units... 1 Front (N) Number of Stories.......... 1 ------ 0.350 --------------- Standard Floor Construction Type.... Raised Floor Front Glazing Percentage......... 11.5 a of floor area 0.350 Average Glazing U -value.... 0.4 Btu/hr-sf-F Yes Average Glazing SHGC....... 0.38 (N) 5.0 Average Ceiling Height..... 8.7 ft Standard Standard BUILDING SHELL INSULATION Component ------------------------- Frame Cavity Sheathing Total Assembly Type ------------ Type R -value R -value ----------------------- R -value ------- U -value Location/Comments ------- ------------------------ Wall Wood R-17.8 R-0 R-17.8 0.064 Roof Wood R-38 R-0 R-38 0.033 Attic Floor Wood R-19 R-0 R-19 0.037 CRAWL Door n/a R-0 R-n/a R-0 0.330 FRONT'DOOR, TO GARAGE FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins -------------------- Window Front (N) ----- ------ 24.0 0.400 ------ 0.350 --------------- Standard -------------- Standard ----- Yes Window Front (N) 10.0 0.370 0.350 Standard Standard Yes Window Front (N) 5.0 0.370 0.350 Standard Standard Yes Window Front (N) 16.0 0.400 0.350 Standard a= Yes Window Front (N) 20.0 0.400 0.350 Standard ,� Stan p , None Window Left (E) 16.0 0.400 0.350 Standard���`naln ad None Window Left. (E) 0.400 0.350 Standard None Window Left (E) 6 0 0.400 0.350 Standard �.a'� r lone Window Back (S) 7.5 0.400 0.350 Standard M dllk�[) Yes Window Back (S) 40.0 0.370 0.350 Standard Standar Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... ALLAN & AU'T'UMN HIBSCH Date..01/23/01 19:01:53 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-HIBSCH2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1829 User -Endeavor Homes Run-HIBSCH ------------------------------------------------------------------------------- FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins -------------------- ----- Door Back (S) 20.0 ------ 0.500 --------------------- 0.650 Standard -------------- Standard ----- Yes Window Back (S) 10.5 0.400 0.350 Standard Standard Yes HVAC SYSTEMS WATER HEATING SYSTEMS Number Tank External in Energy. Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- Storage Electric Recirc/DemandPipeIn 1 0.99 4.0 R- n/a 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. This building incorporates non-standard Water Heating System REMARKS .11 I -TE �� b !r -APPROVE't) Minimum Duct Duct Tested Duct ACCA Thermostat Equipment Type Efficiency Location R -value Leakage Manual D Type ---------------- HPPackage ------------ 6.60 HSPF ------------ Crawlspace ------------------------- R-4.2 No No ------- Setback HPPackage 9.70 SEER Crawlspace R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy. Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- Storage Electric Recirc/DemandPipeIn 1 0.99 4.0 R- n/a 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. This building incorporates non-standard Water Heating System REMARKS .11 I -TE �� b !r -APPROVE't) CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... ALLAN & AUTUMN HIBSCH Date..01/23/01 19:01:53 MICROPASS v5.10 File-HIBSCH2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1829 User -Endeavor Homes Run-HIBSCH 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 Name.... ALLAN & AUTUMN HIBSCH Name.... Company. OWNER/BUILDER Company. Address. V /-d= u�-r. I` c' T Address. U %-vy . ,le Phone ... /'.5 5' Phone ... License. Signed- . Signed.. (cYa to ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Barry Rubanoff Endeavor Homes P.O. Box 1947 Oroville, CA 95965 530-534-0300 (date) alu ITE A' v MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R - - ----------------------------- Project Title.......... ALLAN & AUTUMN HIBSCH Date..01/23/01 19:01:53 Project Address........ LODGEVIEW DR. & REGAL WY.******* --------------------- OROVILLE, CA.' 95966 *v5.10* Documentation Author... Barry Rubanoff ******* Endeavor Homes P.O. Box 1947 Oroville, CA 95965 530-534-0300 Building Permit # Plan Check / Date Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-HIBSCH2 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1829 User -Endeavor Homes Run-HIBSCH 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-1.3 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC 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 -value, certified solar heat gain coefficient, 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 w1piffE COUNIy Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appl ;d'ill DEP/01R and Gas Logs 1. Masonry and factory -built fireplaces have: sw -PROVED MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... ALLAN & AUTUMN HIBSCH - --------------------------- Date..01/23/01 19:01:53 MICROPAS5 v5.10 File-HIBSCH2 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1829 User -Endeavor Homes Run-HIBSCH a. Closeable metal or glass door 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 of 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 systems, 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 constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within 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 and other applicable specified tests for longevity given in Sec. 150(m). 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 780W thermal efficiency, switch, weatherproof operating instructions, no resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and for future solar heating. on-oftTE coum _ el kr '"`'' 1 l t he Pion J) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R Project Title.......... ALLAN & AUTUMN HIBSCH Date..01/23/01 19:01:53 ----------------- -------- ----------------------------------------------------------- MICROPAS5 v5.10 File-HIBSCH2 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1829 User -Endeavor Homes Run-HIBSCH I ------------------------------------------------------------------------------- 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)1: 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 either have 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. HANG CWPAMVe� COMPUTER METHOD SUMMARY Page 7 C -2R ---------------------------------------------------- Project Title.......... ALLAN & AUTUMN HIBSCH Date..01/23/01 19:01:53 Project Address........ LODGEVIEW DR. & REGAL WY.******* --------------------- OROVILLE, CA. 95966 *v5.10* Documentation Author... Barry Rubanoff ******* Building Permit # Endeavor Homes P.O. Box 1947 Plan Check / Date Oroville, CA 95965 530-534-0300 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPASS v5.10 File-HIBSCH2 Wth-CTZ11S92 Program -FORM C -2R User#-MP1829 User -Endeavor Homes Run-HIBSCH ------------------------------------------------------------------------------- MICROPASS ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) Design Design Margin = = Space Heating.......... 19.23 17.42 1.81 = = Space Cooling.......... 16.74 7.84 8.90 = = Water Heating.......... 15.38 21.04 -5.66 = = Total 51.35 46.30 5.05 = _ *** Building complies with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 1554 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 13 deg (N) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... FullYear Floor Construction Type.... Number of Building Zones... Conditioned Volume.... ... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Raised Floor 1 13579 cf 0 sf 11.5 °s of floor area 0.4 Btu/hr-sf-F 0.38 8.7 ft COMPUTER METHOD SUMMARY Page 8 C -2R ----------------------------------------------------- Project Title.......... ALLAN & AUTUMN HIBSCH Date..01/23/01 19.01-53 MICROPAS5 v5.10 File-HIBSCH2 Wth-CTZ11S92 Program -FORM C -2R User#-MP1829 User -Endeavor Homes Run-HIBSCH ------------------------------------------------------------------------------- Zone Type -------------- HOUSE Residence Surface HOUSE 1 Wall 2 Wall 3 Wall 4 Wall 5 Wall 6 Wall 7 Roof 8 Roof 9 Floor 10 Door 11 Door BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit ------------ ----------------------- ----- -------- --------- 1554 13579 1.00 Yes Setback 2.0 Standard No 10.0 0.370 OPAQUE SURFACES 90 5.0 Area U- --------------- Insul Act 16.0 Solar Form 3 Location/ (sf) ------ value ----- R-val ----- Azm --- Tilt ---- Gains ----- Reference ------------ Comments ---------------- 283 0.064 17.8 13 90 Yes W.19.2X6.16 90 262 0.064 17.8 103 90 Yes W.19.2X6.16 0.350 45 0.064 17.8 103 90 No W.19.2X6.16, 20.0 290 0.064 17.8 193 90 Yes W A9.2X6.16 193 16 0.064 17.8 283 90 Yes W.19.2X6.16 255 0.064 17.8 283 90 No W.19.2X6.16 724 0.033 38 n/a 0 Yes R.38.2X4.24 Attic 830 0.033 38 13 10 Yes R.38.2X4.24 Attic 1554 0.037 19 n/a 0 No FC.19.2X6.16 CRAWL 10 0.330 0 13 90 Yes None- FRONT DOOR 17 0.330 0 283 90 No None TO GARAGE Orientation ---------------------- HOUSE 1 Window Front (N) 2 Window Front (N) 3 Window Front (N) 4 Window Front (N) 5 Window Front (N) 6 Window Left (E) 7 Window Left (E) 8 Window Left (E) 9 Window Back (S) 10 Window Back (S) 11 Door Back (S) 12 Window Back (S) FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ----- ----- ----- --- ---- -------------- -------------- 24.0 0.400 0.350 13 90 10.0 0.370 0.350 13 90 5.0 0.370 0.350 13 90 16.0 0.400 0.350 13 90 20.0 0.400 0.350 13 90 16.0 0.400 0.350 103 90 0 0.400 0.350 103 90 . 46 0.400 0.350 103 90 7. 0.400 0.350 193 90 40.0 0.370 0.350 193 90 20.0 0.500 0.650 193 90 10.5 0.400 0.350 193 90 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0:68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 &'U ITE COI f p Sr,, App VED COMPUTER METHOD SUMMARY Page 9 C -2R - -------------------------------------------------- Project Title.......... ALLAN & AUTUMN HIBSCH Date..01/23/01 19:01:53 MICROPAS5 v5.10 File-HIBSCH2 Wth-CTZ11S92 Program -FORM C -2R User#-MP1829 User -Endeavor Homes Run-HIBSCH ------------------------------------------------------------------------------- OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- System Type ---------------- HOUSE HPPackage HPPackage HVAC SYSTEMS Area Minimum ------------ Duct Left Rght ACOA Duct Efficiency ------------ Location ------------- R -value ----------------- Leakage Surface ----------- (sf) ----- Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE ----- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 Window 24.0 6.0 4.0 2.0 0.58 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 10.0 2.5 4.0 4.0 0.58 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 5.0 1.0 5.0 4.0 0.58 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 16.0 4.0 4.0 2.0 0.58 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 7.5 5.0 1.5 3.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 40.0 6.0 6.67 15.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 11 Door 20.0 3.0 6.67 15.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 10.5 3.0 3.5 15.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a System Type ---------------- HOUSE HPPackage HPPackage WATER HEATING SYSTEMS --------------------- Number in Energy Tank Type Heater Type Distribution Type System Factor ------------ ----------- ------------------- ------ -------- 1 Storage Electric Recirc/DemandPipeIn 1 0.99 Tank External Size Insulation (gal) R -value ------ ---------- 4.0 R- n/a 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. This building incorporates non-standard Water Heating System REMARKS �� DEPAgk HVAC SYSTEMS Minimum ------------ Duct Duct Tested Duct ACOA Duct Efficiency ------------ Location ------------- R -value ----------------- Leakage Manual D --------- Eff ------- 6.60 HSPF Crawlspace R-4.2 No No 0.771 9.70 SEER Crawlspace R-4.2 No No 0.674 WATER HEATING SYSTEMS --------------------- Number in Energy Tank Type Heater Type Distribution Type System Factor ------------ ----------- ------------------- ------ -------- 1 Storage Electric Recirc/DemandPipeIn 1 0.99 Tank External Size Insulation (gal) R -value ------ ---------- 4.0 R- n/a 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. This building incorporates non-standard Water Heating System REMARKS �� DEPAgk COMPUTER METHOD SUMMARY Page 10 C -2R ------------------------------------------------------ Project Title.......... ALLAN & AUTUMN HIBSCH Date..01/23/01 19:01:53 ---------------------------------------------------- ---------------- MICROPAS5 v5.10 File=HIBSCH2 Wth-CTZ11S92 Program -FORM C -2R User#-MP1829 User -Endeavor Homes Run-HIBSCH ---------------------------------------------------------------------------=--- REMARKS JU rTE GOUNJ Y ■ HVAC SIZING Page 11 HVAC ----------------------------------------------------- Project Title.......... ALLAN & AUTUMN HIBSCH Date..01/23/01 19:01:53 Project Address........ LODGEVIEW DR. & REGAL WY.******* --------------------- OROVILLE, CA. 95966 *v5.10* Documentation Author... Barry Rubanoff ******* Building Permit # Endeavor Homes P.O. Box 1947 Plan Check / Date Oroville, CA 95965 530-534-0300 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-HIBSCH2 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1829 User -Endeavor Homes Run-HIBSCH ------------------------------------------------------------------------------- GENERAL INFORMATION -------------------- Floor Area ................. 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....... 1554 sf 13579 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F Yes No Yes 0.20 HEATING AND COOLING LOAD SUMMARY -------------------------------- Heating Description (Btuh) --------------------------------- Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load .................... Latent Load ...................... Minimum Total Load 7684 2878 n/a 7724 n/a 1829 20115 n/a 13 deg (N) Cooling (Btuh) 4136 1871 1756 3171 2100 652 13686 2737 20115 16423 Note: The loads shown are only one of the criteria affectiNV (� on of HVAC equipment. Other relevant design factors nuc as air ow requirements, outside air, outdoor design temperat— d- � o � � availability of equipment, OverSizing Safety margin, e`c y m-st aiSO c considered. It is the HVAC designers responsibility F iEa-11 HVAC SIZING Page 12 HVAC ------------------------------------------- Project Title.......... ALLAN & AUTUMN HIBSCH Date..01/23/01 19:01:53 MICROPASS v5.10 File-HIBSCH2 vJth-CTZ11S92 Program -HVAC SIZING User#-MP1829 User -Endeavor Homes Run-HIBSCH I ------------------------------------------------------------------------------- factors when selecting the HVAC equipment. ski JkA 'L-11 11:12' FR LkIELL'Z' FiiRGO HIDHE HT13 57-ZO 751 8166 TO CZ74526-3 P. 01/05 110' BUTTE HOUSE RD STE E YUBA CITY, CA • IMS facsim le:: sn itta., To: F rr. Fax: From; Date: Re: Pages - CC: El Urgent 0 For Review [J Please Comment I Please Reply ❑Please Recycle COMMENTS: . . . . . ... . . . . . . . . . . . . . . . . 1103 Buttehouse Road Horne Mortgaf, Consultant Suite E Branch Kzinag'! Yuba City. CA 95991 530-751-8187 Direct 530-751-8101 Main Office 530-682-7601 Cell/Pager 530-751-8188 Fax edwardbtwcq%sa@ . . . . . ... . . . . . . . . . . . . . . . . Recirculation System: Demand Pumping Recirculation system that uses brief pump op- eration to recirculate hot water to fixtures on demand. Installation Criteria: All criteria listed for- continuous recirculation systems apply, except that pipe insulation is not required. Pump start-up must be provided by one or more momentary contact switches, or -a.. hot ; water flow sensing -device located at the. wa- ter heater. Systems using momentary contact switches must have at least one switch at each floor level, one of which must be located at the -kitchen sink. Pump; shut=off must be provided by either a temperature *sensing device, that shuts off- the pump when the pipe is full of'hot water, or by a timer which limits pump run time to ,two minutes or less. Plans must include a wiring/circuit diagram, i and manufacturer/model numbers ,for the pump and timer/temperature sensing device., Demand systems can only be used for control of pumps serving one dwelling unit. They are not used for central systems in multi -family buildings. IOTE - _ 1 F i:an exception to he 'rule that distribution yste n.:may < not be � combined, insulation. -'o 6t -`W' i6rrecovery :systems may rtbe used fob redit m-= recirculation ,systems `vvith demand ., umping=, (see below) Pipe. insulation .is .re-` aired for all:-.6ther.recirculation_systems,'so it not el i.gibWfor,extra;.credit. NOTE. Recirculation systems are not used with in- stantaneous water. heaters. Hot Water Recovery + Recirculation System: Demand Pumping This combination system receives both credits explained under each system, separately, above. Installation criteria for both credits — hot water recovery and demand recirculation — apply to this combined distribution type. Pipe Insulation + Recirculation System: De- mand Pumping This combination system receives both credits explained under each system, separately; above. Installation' criteria for both credits —' pipe insulation and demand. recirculation — ap- ply to'this combined distribution .,type. Hydronic Space and Water Heating Combined Hydronic Space and Water Heating A combined water and space heating system using the same water heater to heat the building and to provide domestic hot water. Installation Criteria: Piping for pump recirculating hydronic space heating supply lines must be insulated to R-4 for pipes less than or equal to 2 inches nomi- nal diameter and R-6 for larger pipe diameters. Dedicated (Separate) Hydronic Space Heating A system using separate water heaters to pro- vide space heating and domestic hot water, each dedicated to one function. Installation Criteria: Piping for pump recirculating hydronic space heating supply lines must be insulated to R-4.0 for pipes 2 inches or less in diameter and to R- 6.0 for larger pipe diameters. See the stan- dards, Section 150(j). w� 1_1E COLA Y Water Heating July 1, 1999 -411 M r F tisk V - Design 10. Recirculating Domestic Hot Water (Instant hot water at desired taps) Aquastar Models: 125B 1125X / 125BS / 170 HOT OUTLET HOT OUTLET NOT S v OUTLET z ��. f>tt __ ` X a o 0 CIRCULATOR PUMP > a 0 1 J =01 > 0 ' m m 4 O i i \ P & T RELIEF VALVE r Q — TIMER INLET BALL VALVE +TAN CHECK VALVEHOT OUTLET HCcjc�INLET ISOLATION VALVE NOT OUTL ; I 1. OUTLET ISOLATION VALVE Tank - 2.5 - 4 gallon mini tank (Suggested brand: Rrisron PIOS or P15S) Chrulator Pump - Taco 006 Bronze pump or equivalent Avoid long pipe tun from Aquastar tankless water heater to Ariston. Timed operation is suggested. Mitzi tank remains heated at all times while circulator pump can be programed with a timer to circulate in early morning hours and everting, when demand is greatest. r -AJ' PA", ** TOTAL PAGE.02* F rca til c-UUI I :16 FR FERGUSON ENTERPRISES 530 345 0939 TO 5382140 P. J %N -Cy -0001 11UC1 uc . uu n i voovnnr- vv _ _ 02/03 •t %..I *.am r ,6.n;xri c unnvip PawerStar's Advantages are Unmatched PorverStar brings the performance of tankless water heating to situations wharo an electric unit is preferred. Endless hot water PowerSrars tankless design delivers an endless flow ofhot water — w;rninadng cofy showers forever. PowerStar do►ivers enough hot water to moot all your house. hold demands. Note: one major usQge at a tine (shower, washing machine, dish- washer) 94,05 optimal results. 14 15 �M electric tankless water heaters The PowerStar electric tankless water heater is designed to replace your electric storage tank heater. PowerStar Advantages: > Endless Hot Water > Built to Last > Highest Efficiency of any Electric Water Heater > Compact and Powerful Energy efficient Compared to an elecrric tank heater, PowerStar delivers far grouter efficiency. Mrer is heated only when it's needed, so there Is no standby hoot loss. Thi, moans that PowerStar has an efficiency rating of 92%, Space savings PowerStor is the smallest whole -house water heater available. Tho unit easily mounts on a waif. saving valuable floor space. Built to last PowerStar /s dOsigned to last. unlike tank heaters, it docs not store hot water, 0 so you'll never have to worry about rust orsodimont build up. Easy installation Tho compact PowerStar hasps on tho well and is easy to lnerall. Simply Connect the 112' hot and cold water fittings and the electrical eonneetione, and you're ready for endle99 hot water. 10 year warranty PowcrSta✓s suporior dusign end construction is backed by a 1 year warranty on parts and a 10 year warranty on the heat exchanger. PSRSt rtrs b1 2001 17:17 FR FERGUSON ENTERPRISES 530 345 0939 TO 5382140 JAN -29-2001 MON 02:01 Yfl Wdumt uu . rnn nv. vv FLOW HEATING ELECTRICAL SWITCH ELEMENT CONNECTIONS PowerStar Sizing Chart _MOBIL CAPACITY _ P519 Piovidos 2.1 gallons per minute for water usage at 115',F sink, dishwasher (not simultaneously) Provides 1.6 gallons per minute for wafer usage of 105' F shower, laundry, bathtub frills in approx. to minutes) PS28 Provides 32 gallons per minute for water usage at 116' F 2 slnks at onto, dishwasher Provides 3.8 gallons per minute for water usage at 105' F 2 sinke at once plus 1 shower, bathtub Ills in about 7 nTlnutos Specifications MODEL VOLTS KILOWATTS AMPS PS19 240 v 208 v 19 kw 8012 x 400) 14.25 kw 69 (2 x 400) WIRE SIZE P.03/03 PowerStar Applications PowerStar is ideal for any of tho following uses where nowral gas or LP gar is not avar'lablc. • Homes • Camps, corrogos and vacation homes • Small businesses • Offices How PowerStar Works Instead of heating and reheating water, as with a tank heator, PownrStar heats water only when the nor water tap Is open. Flowing water 169gors powerful electric elements that hoar the water as it passes through the hoar oxchangors. The elements are in a series, so electricity use Is propor- tional to demand, roving 071 more energy. The result is a steady flow of hot water for as long as you nood it. PowerStar Features • 99% o(Gciency rating - maximum olt9ciancy • Glass reinforced plastic heat orchanger • Special plastic prevents Inking anti stele build up on rho otomont • Electronic flow sWicli • .8 gpm activation tato • 1/2• compression fffinas • Ourpur re,nperature can be controlled via knob inside heater • Filter screen an inlor • Thermal cur our for safety • No remperarrlyd1pressurtl relief valve necessary (check local codes) • Thermostatic electronic control WEIGHT DIMENSIONS 8 ga. (4 connectors) 6 IDs. 9" x 10' x 3.5' 8 9a. (4 connectors) 8111s. 9" x 10'x 3.5" PS28 240 v 28 kw 120 (3 x 40a) 8 ga. 16 connectors) + 11 Lbs. 12" x 12' x 3.5` `208 v 21 kw -101 (3 x 40a) 8 9.7.1$ connectors) 11 lbs. 12"x 12"x 3.6" With more than 20 years of experience selling tankless water heaters, Controlled fnsrgy Corporation providos unmatched kncwfcdgo and service to its customers. CON110110d Enerey Corporation 340 Mad River Park Woirsfleld, VT 05673 phone): 800.642-2199 tax: 801.496-6924 C50 SOA SASE HUT& NOT*ATIPi rL0K%O6icr www.Controllcdfncrgy.com JAN 29 2.801 14:16 UL us usm ** TOTAL PAGE.03 ** I `I J lil l J n_I_ o , l J U I HEViEVVED By �--, BUTTE CO. FIRE DEPT. I CALIF. DEPT. of FORESTRY L) approved as submitted with conditions P^ perMac , erg she�to i�. -06? !� :c; 9We Date