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HomeMy WebLinkAbout017-050-010I 11=36-10 ,MARY LEDYARD 13461 Centerville rd, Chico ContR: Stratton ElectriC, '-_l2- Permit#3055-88E(reinstall'"power, P , 011-360-010 00-,1064B,P,E,M McCASLAND, Allen & Marilyn 13461 Centerville Rd', Chico_ Cont: Conroy Const. New Single Family W i NOTES RESIDENTIAL I 011-360-010 00-1064B,P,E,M PERMIT NO. I McCASLAND, Allen & Marilyn I 13461 Centerville Rd., Chic, - -- - ,J �C j%&1_11� 6`' I Cont: Conroy Const. New Single Family Y� idsry �t SPECIAL CONDITIONS CHECKED � ✓ =FiLmD BY CERTIFICATE REQ. , FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address d _ 1-ftI �^ GAS Meter By Date C' ELECTRIC Meter By Date 0 t ' JOB FINALED (Date -7, ✓ ` Signature • z� SPECIAL CONDITIONS CHECKED � ✓ =FiLmD BY CERTIFICATE REQ. , FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address d _ 1-ftI �^ GAS Meter By Date C' ELECTRIC Meter By Date 0 t ' JOB FINALED (Date -7, ✓ ` Signature • J = OK' 0 = Not OK - = Not Applicable = Noj Ready. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except ti'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-Beams-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"tt./ /'LPG Electric 7. Well Clearance 8 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 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. ' 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 i- ' Card B-1 Date Card B-1 Date Card B-1 ti IN, U MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing . 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced.Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pan elboards-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 /= OK 0 = Not OK - = Not Applicable = Not Ready - RESIDENTIAL (Single & Duplex) ' Date derfloor (Plans) OK except #'s Date FRAMING (Continued) ( oni-Setbacks•Ease encs-Flood-Slope dangers-Post Caps-Anchors-Connectors t ain; Soils-Flet. d.-/ /" Ftg. Depth 4 ling. Joist•Rftr. Ties- Purlin-Rolf Brac.-Truss-Shting.-Rfng. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth,Fireplace Ties or Type A Flue-Fireplace Throat Clearance tg., Porches & Decks; Soils-Steel-/ /" Ftg. Depth I alls, Main; Steel-Blockouts-Wrapped Attic Access; Size & Romex Protection-Draft Stop-Ins. Baffles 5105. Bdrm. Windows or Exiting Doors-Sill Ht. & Dimensions mwalls, Garage; Steel•Blockouts-Wrapped Garage Fire Protection Framing Hold Downs and Special Anchors . Property Line Firewall & Openings 7. Slab, Steel-Wrapped P.Exi. Doors-One 3'-Check Garage 3rd Story, 2 Exits XPi s-Fireplace Ftg.-Steel . Stairs; Width-Headroom-Rise-Run-Landing-Fire Protection . D .V.; Fall-Fitting-Test-2 Way C/O-Sewer Test 5. Plywood on Roof Overhang-Attic Vents-Rafter Outriggers OF as Pipe; Size Anchors -Yard Gas Piping; Size Test 6. Siding-Nailing Veneer 7 ater Pipe; Test-Anchors-Regulator-Service Test Stucco Mesh-Drip Screed-Fd. Vents-Underflr. Access 12. Ele is U derground 5eGlazing Area-Glass Protection-Skylights-Plastic it,-fl e s & Ducts; Clearance-Material-Support-Ins. ear Walls; Nailing-Bots 1 irders-Sills-Anchor Bolts-Joists-Vents-Crippies 6V Brace Interior/Exterior els 15. Access & Ventilation 61. Insulation-Walls-Ceilings 62. Infiltration-Walls-Windows 16. Insulation Date - a Card B-1 Date Card B-1 Date 3 Card B-1g���ate Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 f Date Card B-1 Date PLUMBING (Permit) OK except #'s Date FINAL (Plans) OK except #'s )Afater Htr.; Vent-Access-Combustion Air Baffle /L xt. Steps-Door & Sidelight Protection-Landings 1,Water Pipe; Test & Anchor-Nail Protection oke Detector dU 1 11g' D.W.V.; Test Fittings & Anchor-Nail Protection Furnace Vents-clearance-Comb, Air-Connector- Garage; Above Floor-Ducts-Mach. Protection 20. Shower Pan; Test, First Floor-Tub Access 21. Test Tub & Shower, Second Floor-Tub Access 6e Bjidroom Exiting 22. Gas Pipe; Sixe & Anchors .F.I. & Bath Fixtures & Tub Access-Spa Elec. Trim & Subpanel, Breaker Sizes & Labels Date Card B-1 Date Card B-1 t6.Xtairs & Rails Date Card B-1 Date Card B-1 Fireplace or Stove, Clearance-Hearth Date E CTRICAL (Permit) OK except #'s ec. Outlets at Wood Panel, Int. 8 Ext. 24 eure & Transformer Clearance-Ins. Protection it. Fixt. & Appliance; Ground-Air Gap-Cooking Clearance 2 EI c. Receptacles Spacing-Lights & Switches at Doors Elec. Outlets & Receptacles at Kit. Counter 2 i e Boxes & No. of Conductors Stapled. Ga!Age Fire Door; Swing-Landing-Closure 2q. f6mex Installed Close to Edge of Studs & C.J. ±_& .C. Duct in Garage-Damper 2 ip. Ground made up w/Mach Fasteners-Bond Gas & Water Y65. Wtr. Htr.; Vents-Clearance-Comb. Air Conne or-P.R.V., j6D Garage; Above Floor-Mach. Protection 28/2 Appliance Circuits in Kitchen & Conductor Size GFI ZY 29. Subfeed Wire Size/ / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI . Plb., Elec. & Mech. Equip. Listed for Location 30. C� Range Circle/ / ga Cu or AI-Oven Circ. / / ga Cu or At nsulated Neutral ❑ Yes ❑ No W.Alec. Receptacles in Garage (F.F.I.)-Romex Protection Wxsulation- Foam- Looked in Attic S rvice-Riser Conductors & Ground Main Disconnect Guard Rails & Deck Construction-Post Caps 32. E uip. Clearances Panels-Motors-Mech. Equip. Fdn. VBents & Crawl Hole Door Drainage & Wood-Earth 3 . C othes Closet Light-Shower Light-Spa Light Clearance Looked under Floor O Yes 34. Smoke Detector 82. F015wing Insild./Drive'] Yes No/WaIks U Yes U No/Planters 0 Yes No Sjucco Brown-Finish Date /ham Card B-1 Date Card B-1 SK/A.C. Unit Disconnect, Electrical-Plumbing Date J Card B-1 Date Card B-1 Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date M CHANICAL (Permit) OK except #'s Water Well, Disconnect, Electrical, Plumbing 3 A.C. Ducts Insulation &Support 7 xterior Elec. Trim, G.F.I. Receptacle-Underground 3 t Fan, Exhaust above insulation Od.,Ventilation Throughout House 37. Co densate Drain & Overflow, Size & Grade Glass Protection 38. urnace-Vent Access-Comb. Air-Return Air Vent 115 outlet rrections from Previous Inspections 39. Attic Access & Platform if Furnace in Attic 1./Gap Test-Meters Tagged, Gas-Electric ter & Sewer Connected-C/O to Grade-HD Approval Anergy Compliance Certificate-Other Certificates Date Card B-1 Date Card B-1 9 Address Posted Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s DAL Card B-1 Date Card B-1 4 . Sits Proper Materials & Anchors Date Card B-1 Date Card B-1 41. Walls Studs-Nailing Spacing & Braces-Plates-Sound Date Card B-1 Date Card B-1 42. Bearing Walls over Girders & Floor Nailing Comments at Final: 43. raft Stop in Walls (rat proof) 44. f1ire Stops, Furred Ceilings-Stairs-Chasers-Tubs 45. Headers & Beams-Size & Bearing -4s. . . . . . . . . . . . . . . . . . . COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 89172751 A - (530) 538-7541 14 7 County Center Drive - Ciroville, C CORRECTION 'NOTICE OWNER PERMIT N6. 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 If you have any questions pertaining to this matter, or n'e"ed additional explanation, cr I t d p e eo. ase contact this office immediately. e, r C U I*ns�-' lluv� C- L 4- JA All Date Inspector REV 10/92 Ir Ic 4,, LIr J�j All Date Inspector REV 10/92 COUNTY OF BUTTE 1 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' X- - /a y . OWNER --PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction,oj work is completed. If you have any questions pertaining to this matter, or need'additional explanation, please contact this office immediately. PlIzAllet" Faw C&47-IFIU�,IC L<J17-hl Jan -20-00 07:23A wbdc: 9166852831., P.02 r � •rat! APA=Vff%7 f' Certificate of Conformance Certificate 052736 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products - Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 - Manufacturing -'Standard Specifications For Structural Glued Laminated •Timber Of Softwood Species .. IT IS HEREBY CERTIFIED that the APA EWS trademarked structural'glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality -Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and*glueline bond quality. - / � )`s �s �-(� •,ce>r'f'_r��� _��� f ��. Q 3ig></�_iZ�l� �3 /g��5-j y� / AIS �e.,z.?� co��nyts r1�o� sly 4� Ce- 7�6 v,,-I1r— W 0Qo ., �p0R4 J'A 10. OF :� �=HIN vel. f by Thomas G. Williamson Executive Vice President ENGINEERED KU00 SYSTEMS is a rereleo Corporation of ARA — r)4E ENGINEERED WOOD ASSOC44r1OIV 7011 South 191h Street - P.O, Box 11700 - Tacoma. WA 98411-0700 Telephone: (253) 565-6600 - Fax number: (253) 565-7265 INIPORTANT: In these spaces, copy the corresponding information from Section A.^ Foe:lnsurance. C'ompariy' BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Nuintie..... . is ........ is ' CITY STATE ZIP CODE;:;CompanyRAIC;Numbeh <> :>rs;:• : SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION'(CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenVcompany, and (3) building owner. COMMENTS Benchmark is "X" on "K -Rail Elevation 472.60. Note: Entire structure and adjacent grade is. above BFE. I Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR -ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. ff jhe FJevation Certirrcate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is (_LI ff.(m) L1_lin.(cm) LI above or L—I below (check one) the highest adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is IL-1 ft.(m) L—Llin.(cm) above the highest adjacent grade. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 1_1 Yes 1_1 No 1_1 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or oviner's authorized representative who completes Sections A, B, and E• for. -Zone A (without a FEMA -'issued or community -issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME "ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G- COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1, I I The information, in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor; e%ineer, or architect who is authorized by state or local law to certify elevation information.. (Indicate the source and date of the elevation data in the Comments area below.) 32. 1-1 A community official completed Section E for a building located in Zone A (without a FEMA.4ssued or community -issued BFE) or Zone AO. 33. LI The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBERI GS. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCIIPANCY ISSUED 37. This permit has been issued for. Ll New Construction Ll Substantial Improvement 38. Elevation of as -built lowest floor (including basement) of the building is: _ ft.(m) Datum: 39. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE r; . CONVAUNITY NAME TELEPHONE SIGNATURE. DATE COMMEN 1 Check -here if attachments FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE. Important: Read the instructions on pages 1, 7. SECTION A - PROPERTY OWNER INFORMATION•F.orinsurance;CompanY.Elsr; BUILDING OWNER'S NAME P.:Gid {�turi►62i ???}"gig #�M t �'?.'s : Allen McCaslanxss'�i»: BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. >:CaiiipariyNAILNuii�ber Centerville•Rd. CITY STATE ZIP CODE Chico CA 95928 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) APN 11-36-10 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use Comments section If necessary.) :Residence LATITUDE/LONGITUOE (OPTIONAL) HORIZONTAL DATUM: SOURCE: LJ GPS (Type): or L_I NAD 1927 L-1 NAD 1983 U USGS Quad Map U Other: SECTION B - FLOOD INSURANCE RA-. E MAP (FIRM) INFORMATION 131. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER B2. COUNTY NAPi_ B3. STATE Butte Co. Uninc. 060017 Butte TCA B4. MAP AND PANEL BS. SUFFIX B6. FIRM INDEX 87. FIF'M PANEL 88. FLOOD 89. BASE FLOOD ELEVATION(S) NUMBER O a) Top of bottom floor (including basement or enclosure) DATE EFFECTIVE REVISED DATE ZONE(S)' (Zone AO, use depth of flooding) 060017'-0375` C June 8 1998 June e,1998 A 465.3 B10. Indicate the source of the Base Flood Elevation (BFE) data or base lood depth entered in B9: FIS Profile I I FIRM LX1 Community Determiner L_1 Other (Describe): 811. Indicate the elevation datum used for the BFE in B9: (_I NGVD 1! 29 L-1 NAVD 1988 LX1 .Other(Describe): Butte Co. Datum B12. Is the building located in a Coastal Barrier Resources System (Cr3 �S) area or Otherwise Protected Area (OPA)? L_1 Yes LX1 No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: I lConstruction Drawings' L18uilding Under Construction' LXIFinished Construction 'A new Elevation Certificate will be required when construction of the building is complete. _ C2. Building Diagram'Number 2 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3.. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, -AR/A1-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion . .calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM, Yes o O a) Top of bottom floor (including basement or enclosure) 494 . 0 496.5 m®1FESS�O��yy�� O b) Top of next higher floor i O c) Bottom of lowest horizontal structural member (Vzones only) ft.(rh) ft:(m) o o MQj,��, _ �rk�� O d) Attached garage (top of slab) _ 495 . ft -(m) w O e) Lowest elevation of machinery and/or equipment servicing the building _ 494. 6 ft -(M) . E a 0 0 Lowest adjacent grade (LAG) 493.7 ft.(m) mN �c- 4 ,b 6 JIt 3 4', f O g) Highest adjacent grade (HAG) 494. -E— ft.(m) 0 O h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 1 0 O i) Total area of all permanent openings (flood vents) in C3h sq. in. (sq. OMP 20 SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTlF1CATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. l cerffiy that the information in Sections A, B, and C on this certificate represents my bast efforts to interpret the data available. l understand thai any false statement maybe punisnabie. by Erne Qr impnsonme.^.t L. =r i,. U. C. Cc.'r+e, SeC;i �_.. CERTIFIER'S NAME LICENSE NUMBER Michael McEnesevYY 029469, TITLE Principal Engineer �D�Norths&r Engineering ADDRESS 20 Declaration Dr. Cily C$�ATE ZIP9C�Dj73 SIGNATU F:;:kiA Pnrm A1_11 AI Ir: CIP Dr -T9'3-1600 Ar ,.' CIn1= cna r.rl'; , !f I�TInN RFPI Ar,FS Al I PR1=Vint 1C FnITInNC LOERKE INSULATION CO., INC. INSULATION CERTIFICATE 13461 Centerville Chico. City Butte - C9unty_.----------....__._..._._.._._ _.................._.._.._�u.b_ ivisio.n_.___.__._._.__..__......_.._._. ------- LofX m.L DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches) 2. CEILING Brand Name ------_...-- --._ ............._... Thermal Resistance Batt or Blanket Type-Eibetg.lass_.Batts_--__..._-_ __.._....___ Brand Name Johns Manville_ Thickness (inches)2.25/10.25 Thermal Resistance(R-Value) R -38/R-30 Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft sq. Ib, Minimum Thickness - inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) 3. EXTERIOR WALL Material..-�-'-- Thickness (inches) 6.5 4. RAISED FLOOR Material.__Fjbeiglaw-Batts--__.-..............._._._......__.. Thickness (inches) 6.5 5. SLAB FLOOR / PERIMETER Material Thickness __..... Perimeter Insulation Depth (inches 6. FOUNDATION WALL Material Thickness (inches DECLARATION Brand Name __,lohasll/lanville Thermal Resistance (R -Value)_._.__.. R-19- ................. .....----.......__......... Brand Name-aohns-Maoyille Thermal Resistance (R -Value) _- R-19 Brand Name Thermal Resistance (R -Value Brand Name: Thermal Resistance (R -Value I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficienc Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Uertificate of compliance, where applicable. - C.L.#499150 _ -Ck�( LOERKE INSULATION CO., INC. - Item #s Sign Subconf e, — Installing -actor -(Co. NameGr General Contractor (Co. Name) Or Owner Item #s Signature, Date Item #s Signature, Date Installing Subcontractor (Co. Name)'O-r General Contractor (Co. Name) Or Owner -" - Iiistailing�ubcont (ctor (Co. N amt) Or General Contractor Co. Name Or Owner COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION $ ' 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-754 ERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 011-360-010FR-10 ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 203 KTT.T9 CT, STISAN CA_ Q458 2594 140 076.00 950 17 100.00 TRACTOR'S NAME CON1204 CONROY CONSTRUCTION TELEPHONE _ 1 89CONTRACTOR'S 880 11 440.00 420 3,290.00 MAILING ADDRESS 199S WOODLAND AVE, 04IM CA- 95928 CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace 1,500.00 Total Valuation $ 173 06.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 898.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ 584-00 BUILDINGADDRESS CENTERVILLE CUT Energy Plan Checking Fee $ 23.00 13461 RD, -120 $ PERMIT FEE S 1525.50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF IR Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 8.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 1 9_00 TYPE OF WORK New IN Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW 3 BR HOME Gas piping system 1 - 5 outlets 15.00 15 00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service z�ooAoa�ss 23.00 2_3 00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is i full force and effect. �OB License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages astheir sole compensation, will do the work, and tRe structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' co psation insurance carrier and policy number are: Carrier (A- Ii r. T,4C>'N^h %+ Policy Number 00204' (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall Zforthomply ose provisions. X Date S Sign re of Applicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and dem lition or construction of structures over 3 stories in height. Main Service 200AWEE To ,000A 46.00 NEW CONST. DWEWNGOCC. s0 OR ADDNS. ( & ACC. BLDS3.5¢FT; NDN.R°ESID. MULTI -OUTLET @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. 20@'.0° Ex. Occup. OUTLET ORFocruREs BAL @ .50 Ex. Occu . GFUTEIr°rs ASID °EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 167.05 MECHANICAL PERMIT Fling Fee 20.00 Heating 2 15.0 30.00 Cooling 2 25.00 50.00 Hood 6.50 6.50 Ventilation 18.00 PERMIT FEt S 124.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 OccCONST. TYPE R3/U VN TOTAL FEE $ 2056.05 HAZ. D FEES MP X FLOOD X CDF X PARCEL X PD X HD X ISSUE This permit is hereby issued under the applicable provisions Resolutions to do work indi e been paid. of the%M- 8 By ate PERMIT EXPIRES ON __J/l 1e -7 Receipt No. WHITE-D.D.S.-B.D. CANARY -ASS SS PINK -I S C O D RO - LIC T COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 P MIT NC I,Rev �2/gs) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER O//— _ 0/0 ZOIi" 1v BUILDING PERMIT OWNER 1 TELEPHONE SQ FT. OCC. BUILDING VALUATION I OWNERS MAIU No ORFS CONT R'S NAME TELEPHONE CONTRACTORS MA ADORESS l.�oo�c 9S-3;241 CONSTR CTION LENDER i Fireplace 1 d LeNo s o ADDRESS /J Total Valuation ARCHRER ENDINEFA �, � anis UCENSE C i 89.3 Filing Fee 20.00 Permit Fee AR CT oR G EERs ..AooREss G CJS (2�- t LO -A • S S / 2 7 Plan Checking Fee . 010 5 BUILDING ADDRESS i3 q to e1 (, wU1 (Le � , 1 �` A Energy Plan Checking Fee S $ Z , PERMIT FEE S LOTNO. SUBDNISIONSNAAAE PARCEL MAP PLUMBING PERMIT Filing Pee- 20.00 USEOFSTRUCTURE SF ,)ff, Duplex ❑ Mobilehome ❑ Other SPECS Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 &V Each gas water heater or vent 15.00 60 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Describe Work: G v/" Other ❑ / Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 _gAG/ PERMIT FEE $ ELECTRICAL PERMIT I Fling Fee 20.00 800V OR LESS Main Service sooA oR LESS 23.00 A3i 7 �v Main Service pa To 101010A46.00 CCU so NEW CONST. OWEl CC. ILD.. 3.50 -- OR ADONS. � 8 ACC. BLOS. FT. O NEW CONS MULTI.OUTLET NOI+RESID. @7.50 POWER APPARATUS A SINGLE OUTLET CIA. OUTLET OR FIXTURES 20 1.00 Ex. OCCU BAL , -50 Ex. Occup. oU�TLEEDTSA RESID,oEE,1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE MECHANICAL PERMIT Fling Fee 20.00 Heating &/ ''v Cooling Cl- Hood 6.50 Ventilation f CQ PERMIT FEE S /A myG Mobile Home Installation Fee $ Energy Inspection Fee $ cc �V E TOTAL FEE $ . H=Z 0COF PARCISSUE M \ T 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 Date PERMIT EXPIRES ON Oef-) COUNTY OF BUTTE - DEPARTMENT OPVW VELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION:DATA ,SHEET S� OWNER: ASSESSOR PARCEL . ER: O Proposed Building Use: �— Building Inspector: ate: At tim of permit applicati n, I was advised the following data must be submitted prior to permit pfocissing and/or issuance: Date Received By ❑ L. items have been submitted -------------------------------------------------------------------------------------- wr I��R .Plot plans, 3/4 sets, signed by the preparer of plans. -------------------------------------------------------=--=- 113. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- 1] 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------ 1 ontractor's license information. (Number, Name Style, Classification). . orkers' Compensation carrier and policy number. ----------------------- 3. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -. actured Home data and installatio ' c of $ -----1j5----- --= ct fees as shown on the attached schedule. mia Department of Forestry plan approval/fees. _!�k' I ' 00 elevation certificate.---------------------------------------------------------------------------------------- Sanitation and plot plan approval C Health Department. ----------------- ❑ 15. City of Chico plumbing permit. --------------------------------------------------------- `Ell 6. Plot plan and business license approval from the City of Biggs. -------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). -:------------------- ❑20. Pre -inspection for required Request to Building Inspector on A etter of signature authorization. ------------------------------- tecorded copy of Agricultural Acknowledgment Statement. ❑26. Letter of intent on building use. --------------------------------- 027. Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expired permits. -------------------- 029. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: (Date) --------------------------- When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. ❑Telephone and hold for pickup at office. ❑ Deliver with inspector. Applicant: Copy of.Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Pollution Date: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Oth r: By: 1. Index permit application for the above items numbered: l lan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner. was advised of the above required data by ❑ phone, ❑ mail, ❑ Building unter, by D te: Plans reviewed by: Date: • I'% Plans approved by: Date: Sets of plans on holdin❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: VAIniv Cnnu - nPnartm Pnt AT riPVPIlN1m PT+ CP�.H PC R,,:1. ;-- E,.H. USE ONLY Plot Plan Attaclh7d A �ad Floor PliA Attached r Sent to S.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance I U& 1 CeAArm"fle- RJ on- -360-010 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: 'Public Private Well Clearance for 3-b dtf*'. 041w IA// 1.)orc-9 , o #t -d Hold final for Final clearance O.K. for: NOTE: dee_" / 7- CO Environmental Health Specialist Date 8/96 OWNER COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE wll'eI6,. PROP SED BUILDING USE 1. BUILDING PERMIT FEES 3-7 3 sS - . Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ SCHOOL DISTRICT FEES (paid at District Office) SHERIFF FEES (paid at Building Division) Residential ........�— x $360.00 = $ Units Commercial (sq. ft.). x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x - = $ #Units Amt. Commercial (sq.ft.) .. x =$ �� Sq.Ft. Amt. ("�� 5 . RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES &;7. 510.00 (paid at Building Division) 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 A. P. # o/l- DATE o� RECEIPT # DATE REC is 0 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. N APPLICAN \ DATE 8� Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) • �i AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 12 -Sep -2000 2000-0035118 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 the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: That portion of the southeast quarter of the southeast quarter of Section 5, Township 22 north, Range 3 East, M.D.B. & M., more particularly described as follows: Commencing at a point on the east line of said section 5, a distance of 1096 feet north of the southeast corner thereof, said point being also a corner of the land described in that certain deed from Luella Warner to R.W. Hintz, a single man and George A. Oakes, a married man and recorded in book 1044, page 423, official records; Thence along the southerly line of said Hintz and Oakes parcel south 59 deg. 30' west 232.5 feet; thence south 42 deg. 30' west 400 f eet to the point of beginning for this description; Thence continuing along said Hintz and Oakes property line, south 42 deg. 30' west 100.0 feet to the southeast corner thereof, Thence south 84 deg. 00' West 421.0 feet to the southwest comer thereof, Thence north 284.0 feet; Thence north 45 deg. 00' east 146.0 feet; Thence thru said parcel, South 55 deg. 09' east 466.6 feet to the point of beginning. Being a portion of that patented placer mining claim known as the Hintz Placer Mining Claim. Excepting therefrom any veins or lodes of quartz, or other rock in place bearing gold, silver, cinnabar, lead, tin, copper or other valuable deposits within the land above described, which may have been discovered or known to exist on or prior to March 24, 1905.. Also excepting therefrom all that portion conveyed to the County of Butte, in deed recorded April 23,1936, in Book 86, page 250, Official Records. Date Sept S I d O C U PROPERTY OWNERS: State of California County of On 5241, 5 , '10o6 before me, rh A /Q\/ 5;0i,. Vev e d N r ,: personally appeared ' A LLC—ty Lrjrs i fr 2 mr C Flsi«rd personally I amuto-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 hand and official seal Signature -'1-YI J -U -L UA"n I A.P. 4��� MARY SUEDERPOOL Seal: Commission # 1217032 Z �;�; Notary Public - California Z CoCosta County My tntra a Eipires Apr 24, 2003 �!:r.'.+�>_�-v "'•.f i��'ii`i'-r-��w•Y71'v'��iSrjl�S1-n"1�+;�:��"' >A:1F�A'�r'.:+.i +.' r. .,�rti,F.�T' ,.r.�.�t�:�"..-;7.r �- • BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District 1 `^ W' ` I e Building Department No. A.P. Number (J " 3.bO 0 (b Jurisdiction: City County Property Owner( F7��y- ryla rl 1 Ca- la"rL Property Location/Address J % P// Jf Q�y C -Ai Q Subdivision Lot No. i Residential Development 1--D Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection): Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) l� TOO oO Building Department Representative / Date (Floor Plans reviewed by School District District Identification No. C> 1 In --A 6—J School District certifies that _ (Applicant) (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing square feet. School District Representative Paid by Check # 5 Remarks: rl q % - Qo by payment of $ 3 AB 2926 $ FULL MITIGATION $ f 91690 Date < e: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with �„� ernment Code Section 660201x), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm ` e✓ t. �.. `Y \ • i ' } ' r'Y I N.« r �,,s .. i r.t<.A`•.—�.,n. � . r rtin4u•.rrlwT^`:r,�,�;.+-ril�"i}.r .•^,:: .cy;yLw .-.Y: . "'�.ys..^ .tom _ . ? i i ` W e + i BUTTE COUNTY PARRS DEVELOPMENT FSS CERTIFICATION FORM CHICO AREA RECREATION AND PARR DISTRICT Assessor Parcel Number (s) (211- 3�(d Property Owner 104c Co-5t,&W A It C/ Project Location/Address �?y %� %� / `den V/GG�;` Subdivision ` Lot Number(s) Residen 'al Development: (check one) New Developments,., —Alteration/Addition Mobilehome(s) _Non -Residential ..,-' to Residential Total Number of Dwelling Units 1 a Comment: c � i'BL ' ng'Departme Xpresentat_ive. t Date . k Chico Area Recreation and Park District(CARD) certifies that A i 1eAk �.��s I�....�' (Applicant Name) (Phone Number) (Street Address) (City()- (State) -has complied with the requirements of Butte Co (Zip Code) Resolution No. 90-140 by t �O payment for dwelling units @ $1,189 for total payment of $4. CARD Re resentative D to 1 •PAID BY CHECK NO.( REMARKS: BANK N0. -q. �t'� PAID BY CASH RECEIPT N0. Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) 09/CY+e(101 ow'�'R`Butt`�e o . Bui d ng' Dept. 1.189.00 Goldenrod --City of Chico Building `Dept. rol l�J IAN REVIEW RESPONSEGORM In order to expedite the review of your plans, please complete the following information and return this form with your rc-submittal. If Ns form is not complete, as to all correction items, we will not be able to accept your rc .submittal for review. Thcre must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the pWWcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: �& G L —ZI-1— CP -Z-,Z- , � ASSESSORS PARCEL NUMBER PERMIT NUMBER 01 l - � RECEIVE® as _ v al4- ZESPONSE FOR PLAN CHECK LETTER DATED: BUTTE COUNTY BUILDING DIVISION PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: c btiET) COMMENTS: C o ►.� �1 Glz� �T t ©N � t -t c C, O (tet' c� N T- � Z � . o a PLAN CHECK ITEM # Z RESPONSE BY: LOCATION ON PLANS/CALCS: C MENTS: tiJ d G, rViL LJ c T U rL-A-1--, G tr- N S t2 E/-2 - p 140 N L C o ►.� �1 Glz� �T t ©N � t -t c C, O (tet' c� N T- � Z � . o a PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: • /a.n c. e -t r T c� -1 C) T -L Co S rt T: COMMENTS: PLAN CHECK ITEM # . A-. RESPONSE BY: Gori rn-t-c-Ton, LOCATION ON PLANS/CALCS: - e5,�('n.c.rt E ►� MMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: • / -� t-�-t T6- c• T—" tir IS MENTS: /-1 o ti c. N EG Q e n Pckz- /V «-V N G W Mtin.THa W hrriJGY 7 G • zI • C70 QAJ PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: MENTS: Y`i �L�/ l.�E GJ �l Pj� l l TE 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: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: � w �C1.� �/1 l'� PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: MENTS: Y`i �L�/ l.�E GJ �l Pj� l l TE 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: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: June 1, 2000 Allen and Marilyn McCasland 203 Kilts Ct. Suisun, CA 94585 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 011-360-010 Building Permit Number: 00-1064 This office reviewed the building plans for the permit application referenced above. The plan 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 expidate the recheck and approval of this project. PART - I Provide additional information and/ or make revisions to the plans, specifications and calculations as follows: 1. Provide a flood elevation certificate for this structure. This must be prepared by a lcensed professional civil engineer or surveyor. 2. Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addressed in separate correspondence. "-*3. Please provide a construction detail for the attachment of the deck ledger to the house and the attachment of the deck to the ledger. Do not use nails subject to withdraw®l. 4. Provide the manufacturer's specifications for the AC unit with a SEER of 12 and the manufacturer's specifications on the FAU with an AFUE of 90. 5. Provide detail of attachment of all stone veneer, inside and outside of structure. Plan review will continue upon receipt of the above items. Additional comments may be generated from your response above where plan documents were incomplete, inconsistent or not adequate to depict code compliance. 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. 9. Pay balance of buildinn Permit fees in the amount of $1373.550 10. Pay impact fees: 10.2 Chico Area Recreation and Park - Residential= $1,189.00 10.4 Complete and return the Butte County School Impact Fee Certification form. 10.5 Sheriff fees= $360.00 11. Provide a FEMA flood Elevation Certificate prepared by a qualified professional. 12. Sanitation and plot plan approval is required from the Butte County Environmental Health Department 18. Complete Contractor license and insurance declaration on the building permit. 21. Submit a recorded copy of your Agricultural Acknowledgement Statement. If you wish to discuss any requirements in Part I, you may contact me at (530) 538-7541 between the hours of 1:00p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. Sincerely, Martha Whitney Plans Examiner cc: Conroy Const. Gary Hawkins, Architect RESIDENTIAL PLAN REVIEW. -GUIDE SINGLE FAMILY, DUPLEXAAD MISCELLANEOUS ONLY Owner: f qc- Building Permit Number: d® - 10 (0 Cf Plans Examiner: YU . A. P. Number: 0%--.O./ a GENERAL: Zoning requirements — (number of permitted living units). Building permit valuation. ! Plans signed by the designer. ,4! Proper description of work on the application. Existing violations on the property. Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. 2. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. 50 Flood hazard. I?rCAjIC(e -N cod. C e -4-� c + -e. 6. Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees).... 7. FAU & FAS road setback. 8. 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). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Egress windows (Uniform Building Code section 310.4). ,41.' Skylights (Uniform Building Code section 2409 & 2603.7). ,4' 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). 11 Garage f rev -all separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). fYY Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). Smoke detectors (Uniform Building Code section 310.9.1). Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 STRUCTURAL DETAILS: Conventional construction - Unusually shaped buildings (Uniform Building Code section 2320.5.4). 2. Standard bracing or engineered design (Uniform Building Code se6tion 2320.11.3). IClerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. 8. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calculations if necessary. %Garage door header size(s). Porch header size(s). Stud heights. Expansive soil - special foundation design required. 15. Retaining walls requiring design. ey- 16: Special Inspection requirements. 17. Header sizes. 18. Gypsum wallboard nailing inspection required.��_ G�� nc VJ, MISCELLANEOUS ITEMS: S� �Gf- f0 W144 �1i 1. 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). J4! Exterior'plaster - weep screeds (Uniform Building Code section 2506.5). Roof pitch for. roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). 6: Roof covering type- (fire hazard). Foam insulation - protection. ,A,.' 36" halls and stairways (Uniform Building Code section 1004.3.3.2). A" Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 1V Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). X.1 Attic access and ventilation (Uniform Building Code section 1505). Combustion air for fuel burning appliances - LPG requirements. - ,K. Sound requirements. 4' Energy design compliance and supporting documentation. ;S. Flashing at all exterior openings. CDF responsible area requirements. Building Pe equirements: 17.1. SRA 17.2. ood elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. 17.5. _ Use Permit conditions. 17.6. Sub-Standard Housing letter. Page 2 of 2 Ply -ECT . PROCESSING RFrORD APPLICANT:�� OWNER: PERMrr #: A. P. #: WORK DESCRIPTION: DATE pESCRIPTION OF STEP CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ------------------------------------------------------ - - Project Title.......... MCCASLAND RESIDENCE Date..04 03/00 17:56:08 Project Address........ 13461 CENTERVILLE ROAD ******* --------------(-/------ CENTERVILLE *v5.10* ©o — /(Oco 7 Documentation Author... GARY HAWKINS ******* Bull * g Permit # Gary Hawkins Architect 2,/-3-00 1370 Ridgewood Dr, Suite 10 Pian Check / Date Chico, CA 95973 530-892-2700 Field Check/ Date Climate Zone. ......... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-MCCASLD Wth-CTZ11S92 Program -FORM CF -1R User#-MP0666 User -Gary Hawkins Architect Run -Plan 2594 ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Component Frame Type Type ------------ ------- Wall Wood 2594 sf Single Family Detached New Front Facing 94 deg (E) 1 1 Raised Floor 24.9 a of floor area 0.59 Btu/hr-sf-F 0.65 11 ft BUILDING SHELL INSULATION ------------------------- Cavity Sheathing Total Assembly R -value R -value R -value U -value Location/Comments ------------------------------------------------------ R-17.8 R-0 R-17.8 0.065 Door n/a R-0 R-n/a R-0 0.330 Roof Wood R-11 R-27 R-38 0.025 Roof Wood R-11 R-19 R-30 0.031 Floor Wood R-19 R-0 R-19 0.037 Orientation ------------------ Window Front (E) Door Front (E) Window Front (E) Window Front (E) Door Front (E) Window Front (E) Window Front '(SE) FENESTRATION ------------ FRONT, FRONTLEFT FRONTRIGHT, LEFT ATTIC, BACK, RIGHT FRONT ATTIC Vault CRAWL Area U- Interior (sf) Value SHGC Shading ----- ------ ------ --------------- 91.0 0.600 0.650 Standard 58.5 0.550 0.650 Standard 21.0 0.570 0.670 Standard 35.0 0.600 0.650 Standard 20.0 0.550 0.650 Standard 12.0 0.600 0.650 Standard 17.5 0.600 0.650 Standard Over - Exterior hang/ Shading -------------- Fins ----- Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes 1 CERTIFICATE OF ------------------------------------------------------------------------------- COMPLIANCE: RESIDENTIAL Location Page 2 CF -1R ------------------------------------------------------------------------------- Project Title.......... MCCASLAND RESIDENCE Date..04/03/00 17:56:08 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-MCCASLD Wth-CTZ11S92 Program -FORM CF -1R ------------------------------------------------------------------------------- User#-MP0666 User -Gary Hawkins Architect Run -Plan 2594 FENESTRATION ------------ Over- Area U- Interior Exterior hang/ orientation (sf) Value, SHGC Shading Shading Fins -------------------- Window Right (NE) ----- 17.5 ------ 0.600 ------ 0.650 --------------- Standard -------------- Standard ----- Yes Window Left (S) 6.0 0.600 0.650 Standard Standard None Window Back (W) 9.0 0.600 0.650 Standard Standard Yes Window Back (W) 57.0 0.600 0.650 Standard Standard Yes Window Back. (W) 38.0 0.570 0.670 Standard Standard Yes Window Back (W) 20.0 0.600 0.650 Standard Standard Yes Door Back (W) 66.8 0.550 0.650 Standard Standard Yes Window Back (W) 19.3 0.600 0.650 Standard Standard Yes Window Back (W) 45.5 0.600 0.650 Standard Standard Yes Window Right (N) 91.0 0.600 0.650 Standard Standard Yes Window Right (N) 12.5 0.570 0.670 Standard Standard None Skylight Horz 9.5 0.940 0.730 None None ' None Type ------------ InteriorHorz InteriorVert InteriorHorz Equipment Type ---------------- Gas AirCond Exposed -------------- Yes Yes Yes Minimum Efficiency ------------ .0.900 AFUE 12.00 SEER Tank Type Heater Type Storage Gas THERMAL MASS ------------ Area Thickness (sf) (in) 297 1.0 278 1.0 1107 0.8 HVAC SYSTEMS Duct Duct Location R -value Attic R-4.2 Attic R-4.2 Location/Comments ------------------------ ENTRY,HALL,BATH,STUDIO BATH,HEARTH,KIT LIVING,DINING,KIT,BEDROO Tested Duct ACCA Thermostat Leakage Manual D Type --------- --------- ------- No No Setback No No Setback WATER HEATING SYSTEMS --------------------- Number in Distribution Type System Standard 1 Tank Energy Size Factor (gal) 0.60 50 External Insulation R -value R- n/a CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF-1R Project Title.......... MCCASLAND RESIDENCE Date..04/03/00 17:56:08 -------___ I MICROPAS5 v5.10 File-MCCASLD Wth-CTZ11S92 Program -FORM CF-lR ------------User#-MP0666 User -Gary Hawkins Architect Run -Plan 2594 I 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 a High Mass Design. REMARKS 7 , CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title::.:...... MCCASLAND RESIDENCE Date..04/03/00 17:56:08 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPASS v5.10 File-MCCASLD Wth-CTZ11S92 Program -FORM CF -1R User#-MP0666 User -Gary Hawkins Architect Run -Plan 2594 ------------------------------------------------------------------------------- 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 DOCUMENTATION AUTHOR Name.... GARY HAWKINS Name.... Company. GARY HAWKINS ARCHITECT Company. Address. 1370 RIDGEWOOD DR. STE 10 Address. CHICO, CA. 95973 Phone... 530-892-2700 Phone... License. C-0 693 fi Signed.. '�o Signed.. j (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) GARY HAWKINS Gary Hawkins Architect 1370 Ridgewood Dr, Suite 10 Chico, CA 95973 530-892-2700 (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF-1R --------------------- Project Title.......... MCCASLAND RESIDENCE Date..04/03/00 17:56:08 Project Address........ 13461 CENTERVILLE ROAD ******* --------------------- CENTERVILLE *v5.10* Documentation Author... GARY HAWKINS ******* Building Permit # Gary Hawkins Architect 1370 Ridgewood Dr, Suite 10 Plan Check / Date Chico, CA 95973 530-892-2700 Field Check/ Date Climate Zone........ . 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ------------------------------------------------------------- I MICROPAS5 v5.10 File-MCCASLD Wth-CTZ11S92 Program-FORM MF-1R User#-MP0666 User -Gary Hawkins Architect Run-Plan 2594 ------------------------------------------------------------------------------- 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- *150(a): Minimum R-19 ceiling insulation. er ment 150(b): Loose fill insulation manufacturers labeled R -Value. �L *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(i): 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. moo/ 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltrat 6n 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 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 2 MF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... MCCASLAND RESIDENCE Date..04/03/00 17:56:08 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPASS v5.10 File-MCCASLD Wth-CTZ11S92 Program -FORM MF -1R User#-MP0666 User -Gary Hawkins Architect Run -Plan 2594 ----------------------------------------7-------------------------------------- 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 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. V *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 3 MF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... MCCASLAND RESIDENCE Date..04/03/00 17:56:08 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-MCCASLD Wth-CTZ11S92 Program -FORM MF -1R User#-MP0666 User -Gary Hawkins Architect Run -Plan 2594 ------------------------------------------------------------------------------- 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/wat.t 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 1 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... MCCASLAND RESIDENCE Date..04/03/00 17:56:08 Project Address........ 13461 CENTERVILLE ROAD ******* --------------------- CENTERVILLE *v5.10* Documentation Author... GARY HAWKINS ******* Building Permit # Gary Hawkins Architect 1370 Ridgewood Dr, Suite 10 Plan Check / Date Chico, CA 95973 530-892-2700 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPASS v5.10 for 1998 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPASS v5.10 File-MCCASLD Wth-CTZ11S92 Program -FORM C -2R User#-MP0666 User -Gary Hawkins Architect Run -Plan 2594 ------------------------------------------------------------------------------- ---------------------------- ---------------------------- MICROPAS5 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _----------------------- Design ---------- Design ---------- Margin = ---------- = Space Heating... ..... 16.94 16.30 _ 0.64 = = Space Cooling.......... 16.45 17.57 -1.12 = = Water- Heating.......... 10.98 9.67 1.31 = = Total 44.37 43.54 0.83 = _ *** Building complies ----------------------------------------------------------------- ----------------------------------------------------------------- with Computer Performance GENERAL INFORMATION ------------------- Conditioned Floor Area..... 2594 sf Building.Type................ Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 94 deg (E) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type... .. ... .. .. . . ; -ReducedYear 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 28459 cf 0 sf 24.9 % of floor area 0.59 Btu/hr-sf-F 0.65 11 ft COMPUTER METHOD SUMMARY Page 2 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... MCCASLAND RESIDENCE Date..04/03/00 17:56:08 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-MCCASLD Wth-CTZ11S92 Program -FORM C -2R User#-MP0666 User -Gary Hawkins Architect Run -Plan 2594 - ------------------------------------------------------------------------------ Zone Type -------------- HOUSE Residence BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit ------------ ----------------------- ----- -------- --------- 2594 28459 1.00 Yes Setback 2.0 Standard No Area Surface (sf) HOUSE OPAQUE 1 Wall 456 2 Door 40 3 Door 30 4 Wall 28 5 Wall 28 6 Wall 371 7 Wall 143 8 Wall 518 9 Wall 381 10 Wall 24 11 Roof 1230 12 Roof 487 la Roof 487 14 Roof 434 15 Roof 434 16 Floor 2594 Orientation ---------------------- HOUSE 1 Window Front ( E ) 2 Door Front (E) 3 Window Front (E) 4 Window Front (E) 5 Door Front. (E) 6 Window Front (E) 7 Window Front (SE) 8 Window Right (NE) 9 Window Left (S) 10 Window Back (W) 11 Window Back (W) 12 Window Back (W) FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ----- ----- ----- --- ---- -------------- -------------- 91.0 0.600 0.650 94 90 Standard/0.76 Standard/0.68 58.5 0.550 0.650 94 90 Standard/0.76 Standard/0.68 21.0 0.570 0.670 94 90 Standard/0.76 Standard/0.68 35.0 0.600 0.650 94 90 Standard/0.76 Standard/0.68 20.0 0.550 0.650 94 90 Standard/0.76 Standard/0.68 12.0 0.600 0.650 94 90 Standard/0.76 Standard/0.68 17.5 0.600 0.650 139 90 Standard/0.76 Standard/0.68 17.5 0.600 0.650 49 90_ Standard/0.76 Standard/0.68 6.0 0.600 0.650 184 90 Standard/0.76 Standard/0.68 9.0 0.600 0.650 274 90 Standard/0.76 Standard/0.68 57.0 0.600 0.650 274 90 Standard/0.76 Standard/0.68 38.0 0.570 0.670 274 90 Standard/0.76 Standard/0.68 OPAQUE SURFACES U- --------------- Insul Act Solar Form 3 Location/ value R-val Azm Tilt Gains Reference Comments 0.065 17.8 94 90 Yes W.19.2X6.16 FRONT 0.330 0 94 90 Yes None FRONT 0.330 0 94 90 Yes None FRONT 0.065 17.8 139 90 Yes W.19.2X6.16 FRONTLEFT 0.065 17.8 49 90 Yes W.19.2X6.16 FRONTRIGHT 0.065 17.8 184 90 Yes W.19.2X6.16 LEFT 0.065 17.8 184 90 No W.19.2X6.16 ATTIC 0.065 17.8 274 90 Yes W.19.2X6.16 BACK 0.065 17.8 4 90 Yes W.19.2X6.16 RIGHT 0.065 17.8 4 90 No W.19.2X6.16 ATTIC 0.025 38 n/a 0 Yes R.38.2X4.24 ATTIC 0.031 30 94 27 Yes R.30.2X4.24 Vault 0.031 30 274 27 Yes R.30.2X4.24 Vault 0.025 38 94 19 Yes R.38.2X4.24 ATTIC 0.025 38 274 19 Yes R.38.2X4.24 ATTIC 0.037 19 n/a 0 No FC.19.2X8.16 CRAWL FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ----- ----- ----- --- ---- -------------- -------------- 91.0 0.600 0.650 94 90 Standard/0.76 Standard/0.68 58.5 0.550 0.650 94 90 Standard/0.76 Standard/0.68 21.0 0.570 0.670 94 90 Standard/0.76 Standard/0.68 35.0 0.600 0.650 94 90 Standard/0.76 Standard/0.68 20.0 0.550 0.650 94 90 Standard/0.76 Standard/0.68 12.0 0.600 0.650 94 90 Standard/0.76 Standard/0.68 17.5 0.600 0.650 139 90 Standard/0.76 Standard/0.68 17.5 0.600 0.650 49 90_ Standard/0.76 Standard/0.68 6.0 0.600 0.650 184 90 Standard/0.76 Standard/0.68 9.0 0.600 0.650 274 90 Standard/0.76 Standard/0.68 57.0 0.600 0.650 274 90 Standard/0.76 Standard/0.68 38.0 0.570 0.670 274 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY. Page 3 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... MCCASLAND RESIDENCE Date..04/03/00 17:56:08 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-MCCASLD Wth-CTZ11S92 Program -FORM C -2R User#-MP0666 User -Gary Hawkins Architect Run -Plan 2594 ------------------------------------------------------------------------------- FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ---------------------- 13 Window Back (W) ----- 20.0 ----- 0.600 ----- --- 0.650 274 ---- 90 -------------- Standard/0.76 -------------- Standard/0.68 14 Door Back (W) 66.8 0.550 0.650 274 90 Standard/0.76 Standard/0.68 15 Window Back (W) 19.3 0.600 0.650 274 90 Standard/0.76 Standard/0.68 16 Window Back (W) 45.5 0.600 0.650 274 90 Standard/0.76 Standard/0.68 17 Window Right (N) 91.0 0.600 0.650 4 90 Standard/0.76 Standard/0.68 18 Window Right (N) 12.5 0.570 0.670 4 90 Standard/0.76 Standard/0.68 19 Skylight Horz 9.5 0.940 0.730 94 0 None/1 None/1 OVERHANGS AND SIDE FINS ----------------------- ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 91.0 n/a 6.5 10.5 -.75 n/a n/a n/a n/a n/a n/a n/a n/a 2 Door 58.5 n/a 6.5 2.5 4 n/a n/a n/a n/a n/a n/a n/a n/a 3.Window.. 2.1.0.n/a 2..5. .2.5 .75 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 35.0 n/a 5 2.5 .75 n/a n/a n/a n/a n/a n/a n/a n/a 5 Door 20.0 n/a 6.67 10.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 12.0 n/a 3 10.5 .75 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 17.5 n/a 5 2.5 .75 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 17.5 n/a 5 2.5 .75 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 9.0 n/a 3 2.5 .83 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 57.0 n/a 4.75 2.5 .83 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 38.0 n/a 4.75 2.5 .83 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 20.0 n/a 4 2.5 .83 n/a n/a n/a n/a n/a n/a n/a n/a 14 Door 66.8 n/a ..6.67 2.5 .83 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 19.3 n/a 3.5 1.5 .83 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 45.5 n/a 6.5 2.5 .83 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 91.0 n/a 6.5 10.5 -.75 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS Area Thick ------------ Heat Conduct- Surface Mass Type (sf) (in) Cap ivity UIMC R -value Location/Comments --------------- HOUSE ------ ----- ----- -------- ---- ------- ---------------------- 1 InteriorHorz 297 1.0 24.0 0.67 1.70 R-0.0 ENTRY,HALL,BATH,STUDIO 2 InteriorVert 278 1.0 24.0 0.67 1.70 R-0.0 BATH,HEARTH,KIT 3 InteriorHorz 1107 0.8 14.0 0.09 0.00 R-0.0 LIVING,DINING,KIT,BEDR COMPUTER METHOD SUMMARY Page 4 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... MCCASLAND RESIDENCE Date..04/03/00 17:56:08 ------------------------------------=------------------------------------------ ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-MCCASLD Wth-CTZ11S92 Program -FORM C -2R User#-MP0666 User -Gary Hawkins Architect Run -Plan 2594 .. . ---------------------------------------------------------------------------- --- Minimum System Type Efficiency ---------------- ------------ HOUSE Gas 0.900 AFUE AirCond 12.00 SEER HVAC SYSTEMS ------------ Duct Duct Tested Duct ACOA Duct Location R -value Leakage Manual D Eff --------------------------------------------- Attic Attic R-4.2 No R-4.2 No WATER HEATING SYSTEMS --------------------- Number in Energy Tank Type Heater Type Distribution Type System Factor ------------ ----------- ------------------- ------ -------- 1 Storage Gas Standard 1 0.60 No 0.737 No 0.645 Tank External Size Insulation (gal) R -value ------ 50 ---------- 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 a High Mass Design. REMARKS HVAC SIZING Page 1 HVAC ------------------------------------------------------------------------------- Project Title.......... MCCASLAND RESIDENCE Date..04/03/00 17:56:08 Project Address........ 13461 CENTERVILLE ROAD ******* --------------------- CENTERVILLE *v5.10* Documentation Author... GARY HAWKINS ******* Building Permit # Gary Hawkins Architect 1370 Ridgewood Dr, Suite 10 Plan Check / Date Chico, CA 95973 530-892-2700 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPASS v5.10 File-MCCASLD Wth-CTZ11S92 Program -HVAC SIZING User#-MP0666 User -Gary Hawkins Architect Run -Plan 2594 -------------------------------------------------------------------------- ---- GENERAL INFORMATION ------------------- ........Floor Area .................. 2594 sf Volume ..................... 28459 cf Front Orientation.......... Front Facing 94 deg (E) Sizing Location............ CENTERVILLE PH Latitude ................... 39.8 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 100 F Summer Inside Design....... 78 F Summer Range....... ...... 40 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... No Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY -------------------------------- Heating Cooling Description (Btuh) (Btuh) -------------------------------------------- Opaque Conduction and Solar...... 13124 Glazing Conduction ............... 15282 Glazing Solar .................... n/a Infiltration....... ............ 16187 Internal Gain....... ............. n/a Du.cts............................ 4459 Sensible Load .................... 49053 Latent Load ...................... n/a Minimum Total Load 49053 6360 8405 32108 5218 2100 5419 59610 11922 71532 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 designers responsibility to consider all HVAC SIZING Page 2 HVAC ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... MCCASLAND RESIDENCE Date..04/03/00 17:56:08 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-MCCASLD Wth-CTZ11S92 Program -HVAC SIZING User4-MP0666 User -Gary Hawkins Architect Run -Plan 2594 ------------------------------------------------------------------------------- factors when selecting the HVAC equipment. Iii III 0w"95i[101:lIIIILIffIi VL RI TR�111/E® General P030D100A Data POWER CONNS.-V/PH/HZ `-208/230/01/60 O CERTIFIED IN ACCORDANCE WITH A.R.I. STANDARD 210/240. MIN. BRCH. CIR. AMPACITY @ 18 ® RATED IN ACCORDANCE WITH A.R.I. STANDARD 270. BR. CIR. t MAX.(AMPS) 30 PROT. RTG.1 RECMD. (AMPS) 25 NOISE RATING (DECIBELS) O 78 COMPRESSOR CLIMATUFF®- SCROLL N0. USED • N0. SPEEDS VOLTS/PH/HZ 208/23011/60 R.L. AMPS . L.R. AMPS 12.0-73 BRCH. CIR. SELEC. CUR. AMPS 13.0 OUTDOOR FAN -TYPE PROPELLER SPLIT SYSTEM DIA. (IN.) - NO. USED 22-1 TYPE DRIVE - NO. SPEEDS DIRECT- 1 OO CALCULATED IN ACCORDANCE WITH NATL. ELECTRIC CODE. CFM @ 0.0 IN. W.G. O 2850 SUITABLE FOR USE WITH HACR CIRCUIT BREAKERS OR FUSES. NO. MOTORS - HP 1-1/5 O STANDARD AIR . DRY COIL - OUTDOOR MOTOR SPEED R.P.M. 825 VOLTS/PH/HZ 2001230/1/60 O THIS VALUE APPROXIMATE. FOR MORE PRECISE VALUE SEE FL. AMPS 150 UNIT NAMEPLATE AND SERVICE INSTRUCTION. OUTDOOR COIL -TYPE SPINE FIN'm @ MAX. LINEAR LENGTH 60 FT; MAX. LIFT = SUCTION 60 FT; MAX. ROWS - FPI. 1-24 LIFT - LIQUID 60 FT. FOR GREATER LENGTH REFER TO FACE AREA (SO. FT.) 25.17 REFRIGERANT PIPING MANUAL PUB. NO. 22-3238-02. TUBE SIZE (IN.) 518 REFRIGERANT LBS.- R-22 (O.D. UNIT) @ 8 -LBS., 6 -OZ. FACTORY SUPPLIED YES VT LINE SIZE • IN. O.D. GAS @ 314 *u,, LINE SIZE - IN. O.D. LIO. © 5116 FCCV - RESTRICTOR ORIFICE SIZE p069 DIMENSIONS H X W X DOUTDOOR UNIT - CRATED (IN.) 41-114 X 34-314 X 30.1/2UNCRATED SEE OUTLINE DWG WEIGHT SHIPPING (LBS.) P71 NET (LBS.) P56 CONDENSING UNIT WITH COOLING COILS CCBA30A4ACC CCBA36A4ACC CC8830A4ACC CCBB36A4ACC CUBA30A4ACC CUBA36A4ACC CU8B30A4ACC EXPANSION TYPE FIXED ORIFICE FIXED ORIFICE FIXED ORIFICE FIXED ORIFICE FIXED ORIFICE FIXED ORIFICE FIXED ORIFICE RATINGS (COOLING) O BTUH (TOTAL) 28200 29200 29400 29400 28200 29200 29400 BTUH (SENSIBLE) 18100 19800 20200 21000 18100 19800 20200 INDOOR AIRFLOW (CFM) 950 1090 1000 1100 950 1090 1000 SYSTEM POWER (KW) 2.70 2.75 2.73 2.75 2.70 2.75 2.73 SEER (BTUANATTHR.) 11.00 11.10 11.25 11.15 1100 11.10 1125 'See pages 25 and 26 for combinations with Auxiliary Devices 12 PUb. No. 22-1660-04-0199 (EN) CUBB36A4ACC TXA024C4 TXA025C4 TXA030C4 TXA031C4 TXA035C4 TXA036C4 EXPANSION TYPE FIXED ORIFICE CHG TO 69 CHG TO 69 CHG TO 69 CHG TO 69 CHG TO 69 CHG TO 69 RATINGS (COOLING) O RATINGS (COOLING) O BTUH (TOTAL) 80200 30600 30600 27800 27800 BTUH (TOTAL) 29400 27800 28200 29000 30000 29400 30200 BTUH (SENSIBLE) 21000 17800 18700 19100 20600 19800 21700 INDOOR AIRFLOW (CFM) 1100 900 900 1000 1000 1100 1125 SYSTEM POWER (KW) 2.75 2.66 2.67 2.71 2.79 2.76 2.77 SEER (BTUANATTHR.) 11.15 11.00 11.10 1120 1130 11.15 1130 'See pages 25 and 26 for combinations with Auxiliary Devices 12 PUb. No. 22-1660-04-0199 (EN) TXA037C4 TXA042C4 TXA043C4 TXCO24C4 TXCO24D4 TXCO25C4 TXCO25D4 EXPANSION TYPE CHG TO 69 CHG TO 69 CHG TO 69 CHG TO 69 CHG TO 69 CHG TO 69 CHG TO 69 RATINGS (COOLING) O BTUH (TOTAL) 80200 30600 30600 27800 27800 28200 28200 BTUH (SENSIBLE) 21700 22200 22200 17800 17800 18700 18700 INDOOR AIRFLOW (CFM) 1125 1125 1125 900 900 900 900 . SYSTEM POWER (KW) 2.77 2.79 2.79 2.66 2.66 2.67 2.67 SEER(BTUANATT HR.) 11.30 11.40 11.40 11 40 11 40 11 0011.30 1100 11.00 11.10 11.10 'See pages 25 and 26 for combinations with Auxiliary Devices 12 PUb. No. 22-1660-04-0199 (EN) TRANS' SERVICE PANEL ELECTRICAL AND REFRIGERANT COMPONENTS CLEARANCES PER PREVAILING CODES. Dimensions TTP018-060 OUTLINE DRAWING NOTE: ALL DIMENSIONS ARE IN MM (INCHES) B C 175 168 1 248 194 1 22 (lq 1 28.6 11-1/8) DIA. K.O. WITH 22.2 17/8) DIA. HOLE ELECTRIC POWER SUPPLY 22.2 17/81 DIA. HOLE LOW VOLTAGE 210 (8 1121 14 3/4) 229 191 51 (2) FIG. 1 GAS LINE BALL SERVICE VALVE. 6[LIOUIO BALL 1/4 TURN'D"O.D. FEMALE BRAZED CONNECTION WITH 1/4" SAE FLARE PRESSURE TAP FITTING. LINE SERVICE VALVE.' "E" O.D. FEMALE BRAZED CONNECTION WITH 1/4" SAE FLARE 60 12 3/81 PRESSURE TAP FITTING. FIG. 2 A I I Iq TOP DISCHARGE AREA SHOULD BE UNRESTRICTED FOR AT LEAST FIVE 151 I FEET ABOVE UNIT. UNIT SHOULD BE PLACED SO ROOF RUN-OFF WATER DOES NOT POUR DIRECTLY ON UNIT, AND SHOULD BE AT LEAST 305 112"1 FROM WALL AND ALL SURROUNDING SHRUBBERY ON TWO SIDES. OTHER TWO SIDES UNRESTRICTED. I I I I 1 GAS LINE SERVICE VALVE, D"0.0. FEMALE BRAZED CONNECTION WITH 1/4" SAE FLARE PRESSURE TAP FITTING. LIOU ID LINE SERVICE VALVE, "E"O.D. FEMALE BRAZED CONNECTION WITH 1/4" SAE FLARE PRESSURE TAP FITTING. 1? MODELS FIG. NO. A B C D E TTP018C 2 (28-5/8) (3237/8) (2833/4) 5/8 1/4 TTP024C 2 82 (3233/4) 85 (3237/8) 730 (28-3/4) 3/4 5/16 ��--- T_TP030D 2 1032 (40-5/8) 835 (32-7/8) 730 (28-3/4) 3/4 5/16 TTP036D 2 1032 (40-5/8) 835. (32-7/8) 730 (28-3/4) 7/8 3/8 TTP042C 2 (3) 987 (38-7/8) (3483/4) 7/8 3/8 TTP048D 2 (3) 97 (3887/8) 883 (34-3/4) 1-1/8 3/8 TTP060D 2 (3) 97 (3887/8) 83 (3483/4) 1-1/8 3/8 From Dwg. 21 D147561 Rev. 11 1 Aowk rWE'" XE 90 ®ownflow/ Horizontal Condensing Gas -Fired Furnace, Single stage Models T®C040,060, 080,100,1200 PRODUCT DATA BLOWER DRIVE DIRECT TDC-C PRODUCT SPECIFICATIONST DIRECT Dia. -Wirth (In.) 10 x 7 - 10 x 8 1118 �- MODEL TDC04OC924 TDC06GC936 TDC08OC942 Speeds (No.) RATINGS@ 4 4 CFM vs. in. w.g. Input BTUH 40000 60000 80000 Motor HP Capacity BTUH gCS)(D 38000 56000 74000 R.P.M. AFUE (ICS) 91.0 91.0 91.0 Volts/Ph/Hz Temp. Rise (Min. -Max.) 'F. 30-60 35-65 35 - 65 BLOWER DRIVE DIRECT DIRECT DIRECT Dia. -Wirth (In.) 10 x 7 - 10 x 8 1118 No. Used 1 1 1 Speeds (No.) 4 4 4 CFM vs. in. w.g. SEE FAN PERF. TABLE SEE FAN PERF. TABLE SEE FAN PERF. TABLE Motor HP 1/5 1/3 3/4 R.P.M. 1080 1075 1075 Volts/Ph/Hz 115/1/60 115/1/60 115/1/60 COMBUSTION FAN - TYPE CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL Drive - No. Speeds DIRECT - 1 DIRECT - 1DIRECT - I Motor HP - RPM 1/50-3250 1/50-3250 1/50.3250 Vohs/Ph/Hz 115/1/60 115/1/60 115/1/60 FL Amps 1.0 1.0 1.35 FILTER — Furnished? YES YES YES Type Recommended HIGH VELOCITY HIGH VELOCITY HIGH VELOCITY Filter (No.-Sue-Thk.) 2 - 14 X 20 X 1 IN. 2.14 X 20 X 1 IN. 2 - 14 X 20 X 1 IN. . VENT— Sue (In.) 2 ROUND 2 ROUND 2 ROUND HEAT EXCHANGER 110000 AFUE 6CS) 91.0 Type -Fired ALUMINIZED STEEL TYPE 1 ALUMINIZED STEEL TYPE 1 ALUMINIZED STEEL TYPE 1 -Unfired DIRECT DIRECT Dia. -Width On.) Gauge (Fired) 20 20 20 ORIFICES — Main Speeds (No.) 4 4 Nat. Gas. Ory. — Drill Size 2-45 3.45 4-45 L.P. Gas Ory. — Drill Sue 2-56 3-56 4-56 GAS VALVE REDUNDANT - SINGLE STAGE REDUNDANT - SINGLE STAGE REDUNDANT - SINGLE STAGE DIRECT IGNITION DEVICE CENTRIFUGAL CENTRIFUGAL Drive - No. Speeds Type HOT SURFACE IGNITOR HOT SURFACE IGNITOR HOT SURFACE IGNITOR BURNERS — Type IN -SHOT IN -SHOT IN -SHOT Number 2 3 4 POWER CONN. — V/Ph/Hz@ 115/11/60 115/1/60 115/1/60 Ampaciry, 6n Amps) 4.7 9.1 16.4 Max. Overcunent Protection (Amps) 15 15 20 PIPE CONN. SIZE (IN.) 0.50 0.50 0.50 DUCT CONN. SEE OUTLINE DRAWING SEE OUTLINE DRAWING SEE OUTLINE DRAWING DIMENSIONS HXDXW HXDXW HXDXW Crated (in.) 41.3/4 X 30-1/2 X 19-1 /2 41-3/4 X 30-1/2 X 19-1 /2 41-3/4 X 30-1/2 X 19-1/2 Unrated SEE OUTLINE DRAWING SEE OUTLINE ORAWIN SEE OUTLINE DRAWING WEIGHT REDUNDANT - SINGLE STAGE REDUNDANT - SINGLE STAGE DIRECT IGNITION DEVICE Shipping(Lbs.)/Net (Lbs.) 145/135 155/145 168/158 HOT SURFACE IGNITOR BURNERS — Type IN -SHOT IN -SHOT MODEL TDC10OC948 TDC120C960 . POWER CONN. — V/Ph/Hz@ Input BTUH 100000 120000 Capacity BTUH (ICS)@ 93000 110000 AFUE 6CS) 91.0 91.0 Temp. Rise (Min. -Max.) *F. 35-65 40-70 BLOWER DRIVE DIRECT DIRECT Dia. -Width On.) 11 x 10 11 x 10 No. Used 1 1 Speeds (No.) 4 4 CFM vs. in. w.g. SEE FAN PERF. TABLE SEE FAN PERF. TABLE M.I. HP 3/4 3/4 R.P.M. 1075 1075 Vohs/Ph/Ht 115/1/60 115/1/60 COMBUSTION FAN - TYPE CENTRIFUGAL CENTRIFUGAL Drive - No. Speeds DIRECT - 1 DIRECT - 1 Motor HP - RPM 1/50-3250 1/50-3250 Vohs/Ph/Hz 115/1/60 115/1/60 FL Amps 0.70 0.70 FILTER — Furnished? YES YES Type Recommended HIGH VELOCITY HIGH VELOCITY Filter (No: Size-Thk.) 2 - 16 X 20 X 1 IN. 2 - 16 X 20 X 1 IN. VENT — Size On.) 2 ROUND 3 ROUND HEAT EXCHANGER Type -Fired ALUMINIZED STEEL TYPE 1 ALUMINIZED STEEL TYPE 1 -Unfired Gauge (Fired) 20 20 ORIFICES — Main Nat. Gas. Ory. — Drill Size 5-45 6.45 L.P. Gas Ory. — EMU Sue 5-56 6-56 GAS VALVE REDUNDANT - SINGLE STAGE REDUNDANT - SINGLE STAGE DIRECT IGNITION DEVICE Type HOT SURFACE IGNITOR HOT SURFACE IGNITOR BURNERS — Type IN -SHOT IN -SHOT Number 5 6 POWER CONN. — V/Ph/Hz@ 1115/1/60 115/1 //60 Ampacity, (in Amps( 15.8 13VO Max. Overcunent Protection (Amps) 20 15 PIPE CONN. SIZE (IN.) 0.50 0.50 . r wnrx• Jtt UU I UNI: UNAWINU DIMENSIONS HXDXW Crated On.) 41-3/4 X 30-1/2 X 23 Unrated SEE OUTLINE DRAWING WEIGHT Shipping (Lbs.)/Net (Lbs.) 185/175 @ Central Furnace heating designs are certified by the American Gas Association Inc. Laboratories. 0 Ratings shown are for elevations up to 2000 feet. For elevations above 2000 feet; Ratings should be reduced at the rate of 4% for each 1000 feet above sea level. SEE OUTLINE DRAWING HXDXW 41-3/4 X 30-1/2 X 26.1/2 SEE OUTLINE DRAWING 206/196 @ Based on U.S. Government Standard Tests. @ The above wiring specifications are in accordance with National Electrical Code: however, installations must comply with local codes. .. nnTA Cr In /rrT 7t'r CIIANRr IA//T/rnr IT NnT,rr TDG-C OUTLINE DRAWING (ALL DIMENSIONS ARE IN INCHES) 2" DIAMETER 15/8FLUE CONNECT —L SEE NOTE B 1 11 INLET AIR 5/8"— 19-5/8" 0 )`4'9/16" 7/8" DIA. K.O. ELECTRICAL CONNECTION HORIZONTAL APPLICATION (ALTERNATE) (THIS SIDE ONLY) HORIZONTAL CONDENSATE DRAIN 1-7/8" X 7/8" SLOT KNOCKOUT 1/2" � 1,2 " � 1 5-1,2" �- 2-1/8" 7/8 CIA HOLE ELECTRICAL SUPPLY 40" I 1/2"DIA. HOLE GAS CONNECTION (ALTERNATE) KNOCKOUT 1-1/2" DIA. GAS CONNECTION 17-1/4" 20-1/4" 13-3/4" 20 I/4" 7-3/8" 10' 10" -5/1CONDENSATE DRAIN L3-3/8�-L�— A �{ 1-1/8" DIA. K.O. —{I I/2" 28 -112" D OUTLET AIR 3/4" 3/4" -- 19" 8 -1/4" Since The Trane Company has a policy of continuous product improvement, it reserves the right to change specifications and design without notice. Technical Literature - Printed in U.S.A. The Trane Company Unitary Products Group 6200 Troup Highway Tyler, TX 75707 An American-Standarcl Company COMBUSTIBLE MATERIALS DOwNFLOw SIDES 0'• REAR 0" FRONT 3" TOP 1^ FLUE 0" HORIZONTAL (FLUE DISCHARGE RIGHT SIDE ONLY) ALCOVE SIDES RIGHT 0" LEFT 0•• REAR 6" FRONT 18" TOP I" FLUE 0" CLOSET SIDES RIGHT I" LEFT I" REAR 3" FRONT 3" TOP 1I 2-1/8" 2-1/16" -3'-3/8" MODEL A B C D TDC040C924 TDC060C936 TDC08OC942 17 y2" 21/4" 16%" 16" CT0C100C948` 21" 2y2" 193/4" 19y2" TDC120C960 24y2" 275/1611 23%" 23" NOTES: 1. TDC120C960 REQUIRES 3' DIAMETER VENT PIPE. CONDENSATE DRAIN 1-1/8" DIA. K.O. From Dwg. 21C340462 Rev. 4 8 P.I rR4NETM' Upflow/Horizontal Condensing Gas -Fired Furnace, Single Stage Models TUC04090609 08091009120C f TUC -C PRODUCT SPECIFICATIONSO PRODUCT DATA TUTA60C942 ,nputBTUH 40000 60000 80000 Capacity BTUH (ICS) s0 37000 56000 74000 AFUE (ICS) 92.0 92.0 92.0 Temp. Rae (Min: Max.) °F. 30.60 30-60 35-65 BLOWER DRIVE DIRECT DIRECT DIRECT Dia. -Width (In.) 90 7 10 x 7 10 x 8 No. Used 1 1 1 Speeds (N0.) 4 4 4 CFM vs. in. w.g. SEE FAN PERF.TABLE SEE FAN PERF.TABLE SEE FAN PERF. TABLE Motor HP 1/5 1/3 113 R.P.M. 1075 1075 1075 VoWPhMz 115/1/60 11511/60 115/1/60 COMBUSTION FAN -TYPE CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL Drive - No. Speeds DIRECT - 1 DIRECT - 1 DIRECT - 1 Motor HP - RPM 1/60-3000 1/60.3000 1/40-3350 VINLs/PhIHz 11511160 11511/60 11511/60 FL Amps 1.0 1.14 1.55 FILTER - Furnished? YES YES YES Type Recommended HIGHVELOCITY HIGHVELOCITY HIGHVELOCITY Fiber (No: Size-Thk.) 1 - 17 X 25 X I IN. 1 - 17 X 25 X 1 IN 1 - 17 X 25 X I IN VENT- Size (In.) 2 ROUND 2 ROUND 2 ROUND HEAT EXCHANGER 1 - 20 X 25 X 1 IN. 1 - 24 X 25 X 1 IN. 1 - 24 X 25 X 1 IN Type -Fired ALUMINIZED STEEL TYPE 1 ALUMINIZED STEEL TYPE i ALUMINIZED STEELTYPE 1 -Unfired 29 - 4C'" 29 - 4CT 29 - 4C1 Gauge (Fired) 20 20 20 ORIFICES - Main 29 - 4CT1 29.4C11 29 - 4C' - Nat. Gas. Ory. - Drill Sae 2.45 3.45 4-45 L.P. Gas Oty. - Drill Sae 2-56 3-56 4-56 GASVALVE REDUNDANT - SINGLE STAGE REDUNDANT - SINGLE STAGE REDUNDANT - SINGLE STAGE DIRECT IGNITION DEVICE 5-56 5-56 6-56 Type HOT SURFACE IGNITOR HOT SURFACE IGNITOR HOT SURFACE IGNITOR BURNERS -Type IN -SHOT IN -SHOT IN -SHOT Number 2 3 4 POWER CONN. -V/PWHzO - 115/1/60 115/1/60 115/1/60 Ampacity, (In Amps) 4.7 8.3 9.4 Max. Overcurrent Protection (Amps) 15 15 15 PIPE CONN. SIZE (IN.) 0.5 0.5 0.5 DUCT CONN. SEE OUTLINE DRAWING SEE OUTLINE DRAWING SEE OUTLINE DRAWING DIMENSIONS HXWXD HXWXD HXWXD Crated (In.) 41-314 X 19-1/2 X 30-12 41-3/4 X 19-1/2 X 30.1/2 41-314 X 19-1/2 X 30-12 Uncrated SEE OUTLINE DRAWING SEE OUTLINE DRAWING SEE OUTLINE DRAWING WEIGHT Shipping (Lbs.)/Net (Lbs.) 139/129 150-140 1581148 MODEL TUC100CS48 TUC100C960 TUC120C960 RATINGSOO Input BTUH 100000 '100000 120000 Capacity BTUH (ICS)OO 92000 93000 113000 AFUE (ICS) 92.0 92.0 92.0 Temp. Rise (Min. -Max.) °F. 35-65 35.65 40-70 ' BLOWER DRIVE DIRECT DIRECT DIRECT Dia. -Width (In.) 10 x 10 11 x 10 11 x 10 No. Used 1 1 1 Speeds (No.) 4 4 4 CFM vs. in.w.g. SEE FAN PERF. TABLE SEE FAN PERF. TABLE SEE FAN PERF. TABLE Motor HP 3/4 314 3/4 R.P.M. 1075 1100 1100 VoIWPh/HZ 11511/60 115/1/60 115/1/60 COMBUSTION FAN -TYPE CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL Drive - No. Speeds DIRECT- 1 DIRECT - 1 DIRECT - 1 Motor HP - RPM 1/30 -.4500 1/30.4500 1/30.4500 VoIls/Ph/HZ 115/1/60 115/1/60 115/1/60 FIL Amps 0.7 0.7 0.7 FILTER - Furnished? YES YES YES Type Recommended HIGHVELOCITY HIGHVELOCITY HIGHVELOCITY Filter (No: Sae-Thk.) 1 - 20 X 25 X 1 IN. 1 - 24 X 25 X 1 IN. 1 - 24 X 25 X 1 IN VENT - Size (in.) 2 ROUND 2 ROUND 3 ROUND HEATEXCHANGER Type -Fred ALUMINIZED STEEL TYPE 1 ALUMINIZED STEEL TYPE 1 ALUMINIZED STEEL TYPE 1 -Unfired 29 - 4CT1 29.4C11 29 - 4C' - Gauge (Fired) 20 20 20 ORIFICES - Main Nat. Gas. Ory. - Drill Sae 5-45 5-45 6-45 L.P. Gas Ory. - Drill Size 5-56 5-56 6-56 GAS VALVE REDUNDANT - SINGLE STAGE REDUNDANT - SINGLE STAGE REDUNDANT - SINGLE STAGE DIRECT IGNITION DEVICE Type HOT SURFACE IGNITOR HOT SURFACE IGNITOR HOT SURFACE IGNITOR BURNERS -Type IN -SHOT IN -SHOT IN -SHOT Number 5 5 6 POWER CONN.-V/Ph1HzO 11511/60 115/1/60 115/1/60 Ampacity, (In Amps) 15.6 13.5 13.5 Max. Overcurrent Protection (Amps) 20 15 15 rrre GUNN. sit[ (IN.) 0.5 0.5 0.5 DUCT CONN. SEE OUTLINE DRAWING SEE OUTLINE DRAWING SEE OUTLINE DRAWING DIMENSIONS HXWXD HXWXD HXWXD rated (In.) 41-314 X 23 X 30-12 41-3/4 X 26.1/2 X 30-12 41-314 X 26-112 X 30-12 mated SEE OUTLINE DRAWING SEE OUTLINE DRAWING SEE OUTLINE DRAWING WEIGHT Shipping (Lbs.yNet (Lbs.) 171/160 197-165 205/193 O Central Furnace healing designs are certified by the American Gas Association Inc. Laboratories. OO Based on U.S. Government Standard Tests. (D Ratings shown are for elevations up to 2000 feet. For elevations above 2000 feet; Ratings should be reduced at the O The above wiring specifications are in accordance with National Electrical Code; however, installations must rale of 4% for each 1000 feet above sea level. comply with local codes. DATA SUBJECT TO CHANGE WITHOUT NOTICE 1r 5/8 C OUTLET C AIR TUC -C OUTLINE DRAWING (ALL DIMENSIONS ARE IN INCHES) 2" DIAMETER FLUE CONNECT SEE NOTE 2 B � 19-5/8" 7/8 OIA.HOLE5-1/2" ELECTRICAL 2-1/8 \UPPL Y 1— I/2' 1.30- -F— .30 I , SIDE 14-7/8" iRETU AIR 7/8 DIA. K.O. ELECTRICAL SUPPLY 1-1/8" DIA. K.O. (ALTERNATEI CONDENSATE DRAIN HORIZONTAL APPLICATION !ALTERNATEI (THIS SIDE ONLY) I (/2 DIA. HOLE GAS SUPPLY q�2-1/16" 22-1/2") 32" 20-1/4" 128-1/4"I 9/16" 1-1/8" DIA. K.O. I 7/H ,CONOENSATE DRAIN 23-3/4" 1/2" 28-112 1-7/1•' X 7/8" SLOT KNOCKOUT CONDENSATE DRAIN IHOR IZONTAL I D D BOTTOM It RETURN AIR. 3/4"_� 3/4"--��24"__— �3-1/4" �I/2" —{ 2-I/8" ®� I I/2 DIA. K.O. G.AS SUPPLY / !ALTERNATEI -. 40" 32" ---------- 19 1/2" SIDE RETURN ---AIR --- A 1-1/2" -- - �I-9/Ig.. 23-3/4" I-7/8" LI 2-1/8" NOTES: i.- 2.TUC12OC960 REOUIRES 3' DIAMETER VENT PIPE. Since The Trane Company has a policy of continuous product improvement, it reserves the right to change the specifications and design without notice. Technical Literature - Printed in U.S.A. The Trane Company Unitary Products Group 6200 Troup Highway Tyler, TX 75707-9010 An American -Standard Company 8 MINIMUM CLEARANCE TO COMBUSTIBLE MATERIALS UPFLOw SIDES 0" REAR 0" FRONT 3" TOP 1" FLUE 0" HORIZONTAL (FLUE DISCHARGE LEFT SIDE ONLY) ALCOVE SIDES MODEL A B C D r0004OC924 6" FRONT 18" TOP (TUC060C936 17-1/2° 2-1/4' 16-1/4' 16' TUCOBOC942 RIGHT 1•' LEFT TUC10OC948 21' 2-1/2° 19-3/4' 19-1/2' TUC100C960 I" FLUE C" TUC 120C960 24-1/2° 2-15116' 23-1/4' 23' NOTES: i.- 2.TUC12OC960 REOUIRES 3' DIAMETER VENT PIPE. Since The Trane Company has a policy of continuous product improvement, it reserves the right to change the specifications and design without notice. Technical Literature - Printed in U.S.A. The Trane Company Unitary Products Group 6200 Troup Highway Tyler, TX 75707-9010 An American -Standard Company 8 MINIMUM CLEARANCE TO COMBUSTIBLE MATERIALS UPFLOw SIDES 0" REAR 0" FRONT 3" TOP 1" FLUE 0" HORIZONTAL (FLUE DISCHARGE LEFT SIDE ONLY) ALCOVE SIDES RIGHT I" LEFT 0" REAR 6" FRONT 18" TOP I" FLUE 0" CLOSET SIDES RIGHT 1•' LEFT I" REAR 3" FRONT 3" TOP I" FLUE C" From Dwg. 21 C340386 Rev.5 a A;� Job number >> 9928 DATE" " ' 10/26/99 Structural Calculations for McCasland Residence Centerville Road Gary Hawkins Architect 1370 Ridgewood Dr. Ste 10 Chico, Ca. 95973 (530) 892-2700 (530) 893-0532 Fax Q�-106¢ 50TTE COUNTY AVILDINGeDEPARTM6W 2 CALCDATA 11/13/97 ---------------------------------------------------------- Rev 4-20-94 Calculation data --------------------------------------------------------- Description >> ---------------------------------------------------------- Jurisdiction Butte County Code referenced 1997 UBC Wind loading Basic wind speed 80 MPH Exposure B Seismic loading Seismic zone 3 Gravity loading Roof live load 16.P.SF Floor live load 40PSF Balcony live load: n/a PSF Soil data Allowable bearing: 1000PSF LOAD -S DL 19.30 4:09 PM ------------------------------------------------------------------------ REV 8-13-92 LOAD SUMMARY MODULE 10/26/99 ------------------------------------------------------------------------ DESCRIPTION »- TL --------------------------------- :3"6.00 PSF ASSEMBLY >roof SLOPE ------------------------------------------------------------------------ ASSEMBLY >roof > 26.57 DEGREES NO. SLOPE > 6 . OOIN 12 > 26.57 DEGREES 15 CONCRETE TILE 9.50 v 22 NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 39 15 CONCRETE TILE 9.50 9.50 38 22 1/2" PLYWOOD 1.50 1.50 60 51 2 X 12 - 24" 2.20 2.20 64 59 INSULATION R30 1.80 1.80 84 64 MISC. 2.00... _2.00 . 28 1" SHEATHING 2.30 2.30 -----------------------7------------------------------------------------ DL 19.30 USE: 20.00 PSF LL 16.00 PSF --------------------------------------- TL --------------------------------- :3"6.00 PSF ASSEMBLY >roof SLOPE > 6 IN 12 > 26.57 DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 15 CONCRETE TILE 9.50 9.50 22 1/2" PLYWOOD 1.50 1.50 39 2 X 6 - 24" 1.10 1.10 38 2 X 6 - 16" _. 1.70 1.70 60 INSULATION R38 2.20 2.20 64 MISC. 2.00 2.00 84 5/8" GYPSUM BD 2.80 2.80 ------------------------------------------------------------------------ DL 20.80 USE: 21.00 PSF LL 16.00 PSF ------------------------------------------------------------------------ TL 3_7_.0,0 PSF m LOADS 8:56 AM ------------------------- : 8-13-92 LOAD SUMMARY MODULE 4/ 4/00 ----------- ------------------------------------------------------------- DESCRIPTION >> ------------------------------------------------------------------------ ASSEMBLY >wal�l SLOPE > IN 12 > DEGREES NO. DESCRIPTION 85 7/8" PLASTER 21 3/8" PLYWOOD 38 2 X 6 - 16" 58 INSULATION R19 64 MISC. 83 1/2" GYPSUM BD UNIT WT. PITCH? ADJ. WT. 8.00 8.00 1.10 1.10 1.70 1.70 1.10 1.10 2.00 2.00 2.50 2.50 ------------------------------------------------------------------------ DL 16.40 USE: 17.00 PSF LL PSF ------------------------------------------------------------------------ TL 1:7- 00 PSF ASSEMBLY > SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. ------------------------------------------------------------------------ DL USE: PSF LL PSF --------------------------------------------7-------------7------------- TL PSF MAXSPAN2' 4:39 PM ------------------------------------------------------------------------ Rev 9-28-93 Wood joists - span capacity 3/21/00 ------------------------------------------------------------------------ Description >>RAFTER ------------LOADING DATA ----------- ------------GENERAL DATA ------------ Dead load > .020 ksf Load duration factor > 1.250 Live load > .016 ksf Joist spacing> 24-.000 inches Total load > ..036 ksf Repetitive (Y/N).?> Y Tributary load > .072 klf --------------------=-------------- Concentrated load> .000 kips Eq uniform load > .000 klf ---------------------------SECTION PROPERTIES --------------------------- Member thickness > 1.500 inches Member width > 7.250 inches ��� C) , C Section modulus > 13.141 in^3 Area > 10.875 in -2 Moment of inertia > 47.635 in -4 --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc1 FcJ] E DFL NO2 875 575 .95 625 .130.0. 1600000 Size factor Cf�2 > 1.200 (APPLY TO Fb) Size factor Cf 1,15 > 1.200 (APPLY TO Ft) Size factor Cf �, 2° _1\ > 1.050 (APPLY TO Fc iL) . Repetitive member factor Cr > 1.150 Adjusted values Species Grade Fb Ft Fv Fc1 Fc� E DFL NO2 1509 690 119 625 1365 1600000 -----------------------------MAXIMUM SPANS ------------------------------ max. span as limited by: Bending > 13.552 feet Shear > 23.915 feet Total load deflection (L/240) > 13.299 feet 6TL > .665 inches Live load deflection (L/360) > 15.219 feet 6LL > .507 inches -------------------------CONCENTRATED LOAD CHECK ------------------------ Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading.... V uniform DL > .000 kips V concentrated load > .000 kips V cap of joist > .861 kips <ok> 0 of allowable > .000 M uniform DL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > 1.653 ft -kips <ok> 0 of allowable - > .000 ---Deflection--- Uniform Dt deflection > .000 inches Concentrated load deflection > 000 inches Total load deflection > .000 in. L/ 0 W MAX S PAN2 ------------------------------------------------------------------------ .4:41. PM Rev 9-28-93 Wood joists - ------------------------------------------------------------------------ span capacity 3/21/00 Description >>RAFTER ------------LOADING DATA ----------- ------------GENERAL DATA ------------ Dead load > .020 ksf Load duration factor > 1.250 Live load > .016 ksf Joist spacing > 24.000 inches Total load > .036 ksf Repetitive (Y/N)?> Y Tributary load > .072 klf ----------------------------------- Concentrated load> .0G0 kips Eq uniform load > .000 klf ---------------------------SECTION PROPERTIES --------------------------- Member thickness > 1.500 inches If C. Member width > 5.500 inches �.Z4 Section modulus > 7.563 in -3 Z� Area > 8.250 in -2 Moment of inertia > 20.797 in^4 --------------------------LUMBER DESIGN VALUES --------------------------- Base values Species Grade Fb Ft Vv Fc1 FcJ1 E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.300 (APPLY TO Fb) Size factor Cf > 1.300 (APPLY TO Ft) Size factor Cf > 1.100 (APPLY TO Fcu) Repetitive member factor Cr > 1.150 Adjusted values Species Grade Fb Ft Fv Fc1- Fc -u E DFL NO2 1635 748 119. 625 1430 1600000 -----------------------------MAXIMUM SPANS ------------------------------ Max. span as limited by: Bending > 10.700 feet Shear > 18.142 feet Total load deflection (L/240) > 10'.089 feet 6TL > .504 inches Live load deflection (L/360) > 11.545 feet 6LL > .384 inches -------------------------CONCENTRATED LOAD CHECK ------------------------ Check uniform DL additive with concentrated load? > Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading.... V uniform DL > .000 kips V concentrated load > .000. kips V cap of joist > .653 kips, <ok> . of allowable > .000 M uniform DL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > 1.030 ft -kips <ok> % of allowable .> .000 ---Deflection--- Uniform DL deflection > .000 inches Concentrated load deflection > .000 inches Total load deflection > .000 in. L/ 0 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS -M 04 11 14 0 Sri -M 04 MAXSPAN2 C� 4:42 PM ------------------------------------------------------------------------ Rev 9-28-93 ------------------------------------------------------------------------ Wood joists - span capacity 3/21/00 Description >>RAFTER > 37.109 feet Total load deflection (L/240) > 20.637 ------------LOADING DATA ----------- ------------GENERAL DATA ------------ Dead load > .020 ksf Load duration factor > 1.250 Live load > .016 ksf Joist spacing > 24.000 inches Total load > .036 ksf Repetitive (Y/.N)?> Y Tributary load > .072 klf Max span as limited by concentrated loading ----------------------------------- Concentrated load> .000 kips Check stresses due to concentrated loading.... Eq uniform load > .000 klf V uniform DL ---------------------------SECTION .000 PROPERTIES --------------------------- Member thickness > > 1.500 inches Member width > > 11.250 inches ��"O •C• Section modulus > > 31.641 in-3��- Area > > 16.875 in"2 Moment of inertia > > 177.979 in"4 --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb DFL NO2 875 Size factor Cf Size factor Cf Size factor Cf Repetitive member factor Cr Adjusted values Species Grade Fb Ft DFL NO2 1258 575 -----------------------------MAXIMUM Max. span as limited by: Ft Fv 575 95 > 1.000 > 1.000 > 1.000 > 1.150 FC1 FcJ1 E 625 1300 1600000 (APPLY TO .Fb) - (APPLY TO Ft) (APPLY TO Fc 1) Fv Fc1- FcA E 119 625 1300 1600000 SPANS---------------- -.------------- Bending > 19.196 feet Shear > 37.109 feet Total load deflection (L/240) > 20.637 feet 6TL > 1.032 inches Live load deflection (L/360) > 23.616 feet 6LL > .786 inches -------------------------CONCENTRATED LOAD CHECK ------------------------ Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading.... V uniform DL > .000 kips V concentrated load > .000 kips V cap of joist > 1.336 kips <ok> % of allowable > .000 M uniform DL > .000 ft -]yips M max with load at midspan > .000 ft -kips M cap of joist > 3.316 ft -kips <ok> a of allowable > .000 ---Deflection--- Uniform DL deflection > .000 inches Concentrated load deflection > .000 inches Total load deflection >. .000 in: -'L/ 0 22-141 50 SHEETS 22=142 100 SHEETS 22-144 200 SHEETS 10 SSBM_6 2:54 PM ---------------------------------------------------------- -------------- Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 3/21/00 Description >> RB -1 ---------------------------------GENERAL-------------------------------- Span (L) > 21.750 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 --------------------------------ACTIONS--------------------------------- Uniform dead load > .320 kips/ft 56 o TL Uniform live load > .256 kips/ft 44 as TL Uniform total load > .576 kips/ft End reactions ........................... DL > 3.480 kips LL > 2.784 kips TL > 6.264 kips Design loads ............................ Total load moment (M) > 34.061 ft -kips Total load shear (V) > 6.264 kips --------------------------LUMBER DESIGN VALUES ------------- ------------- Base values Species Grade Fb .Ft Fv Fc1 Fc-� E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > .956 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fc1 Repetitive member factor Cr > ..1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fcl FcJJ E DFGL 24F -V4 2294 1150 165 650 1650 1800000 --------------------------------BEAM DATA ------------------------------- Member width > 6.75:0 inches Member depth > 18�--O:QO inches Required Actual' Comment S (in -3) > 178.150 364.500 <ok> A (in -2) > 49.091 121.500 <ok> I (in -4) > 3280.500 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .491 inches L/ 531 <OK> Live load deflection > .218 inches L/ 1196 <OK> Dead load deflection > .273 inches Minimum camber (glu-lams) > .409 inches <1.5*DL deflection> Standard 20001R camber > .355 inches --------------------------CHECK MIN. BRG. AREA -------------------------- minimum area > 9.637 in"2 Minimum length > 1.428 inches Assuming full width bearing 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS O SSBM_6 2:14 PM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 3/21/00 Description >> RB -2 ---------------------------------GENERAL-------------------------------- Span (L) > 16.000 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (YIN) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210. --------------------------------ACTIONS--------------------------------- Uniform dead load > .160 kips/ft 56 o TL Uniform live load > .128 kips/ft 44 Is TL Uniform total load > .288 kips/ft End reactions ........................... DL > 1.280 kips LL > 1.024 kips TL > 2.304 kips Design loads ............................ Total load moment (M) > 9.216 ft -kips Total load shear (V) > 2.304 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fcl FcJJ E DFGL 24F -V4 2400 1150 16.5 650 1650 1800000 Size factor Cf > .976 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fcu Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000, Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc1 Fc -H E DFGL 24F -V4 2341 1150 165 650 1650 1800000 --------------------------------BEAM DATA ------------------------------- Member width > 3:125—,inches Member depth > i5 -A&0 -inches Required Actual Comment S (in"3) > 47.237 117.188 <ok> A (in^2) > 17.673 46.875 <ok> I (in -4) > 878.906 ------------------------------DEFLECTIONS-------------------------------- Total load deflection > .268 inches L/ 715 <OK> Live load deflection > .119 inches L/ 1609 <OK> Dead load deflection > .149 inches Minimum camber (glu-lams) > .224 inches <1.5*DL deflection> Standard 20001R camber > .192 inches --------------------------CHECK MIN. BRG. AREA --------------------------- Minimum area > 3.545 in -2 Minimum length > 1.134 inches Assuming full width bearing 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS 2 4 . n n N N N � f RR� 2 16 --SSBM_6 ---------------------------- 4:46 PM SIMPLE Rev -9-13-933---------- --------------------------------------------- SPAN BEAM - UNIFORM LOAD 3/21/00 Description >> RB -3 --------------------------------- GENERAL --------------- ------GENERAL--------------- -------------------------------- ----------------- Span Span (L) ._. > 16.500 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 --------------------------------ACTIONS---------------- ----------------- Uniform dead load > .300 kips/ft 56 %"TL Uniform live load > .240 kips/ft 44 o TL Uniform total load > .540 kips/ft End reactions............ DL > 2.475 kips LL > 1.980 kips TL > 4.455 kips Design loads .................... Total load moment (M) > 18.377 ft -kips Total load shear (V) > 4.455 kips --------------------------LUMBER DESIGN VALUES---- ------------------------ Base values Species Grade Fb Ft Fv Fc1- FcJJ E DFGL 24F -V4 2400 Size factor Cf 1150 165 650 1650 1800000 Size factor Cf > .965 Apply to Fb Size factor Cf > 1.000 Apply to Ft Repetitive member factor Cr > 1.000 Apply to Fc1 > 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc1 FcJJ E DFGL 24F -V4 2317 1150 165 650 1650 1800000 ----------------------------7--=-BEAM DATA ------------------------------- Member width >,"- 3 .125_ inches Member depth > 16.500 inches Required Actual Comment S (in -3) > 95.194 141.797 <ok> A (in -2) > 33.750 51.563 <ok> I (in^4) > 1169.824 --------------------------- --- DEFLECTIONS------------.-..... ------------------ Total load deflection > .428 inches L/ 463 <OK> Live load deflection > .190 inches L/ 1042 <OK> Dead load deflection > .238 inches Minimum camber (glu-lams) > .356 inches <1.5*DL deflection> Standard 2000'R camber > .204 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 6.854 in"2 Minimum length > 2.193 inches Assuming full width bearing 4ALqOA LU Ul MA W W W '___ Nf Vf N 000 W O O — N —era Fav er M er M eV e`I - I 9:2�ty �� Z•2 I4 -2 "46b o Izs� n, N ."� � �• 'fir ^ 47 A.- 740 V- m , 6 S 4.. �D`�a tn'' .L P 17 PT_FTG2 ------------------ 9:53 AM Rev 9-30-93 --------------------------------- ontfooting ----- 4/ 4/00 Description >>F-1 ---------------------- ------- -------------Load data--------- P --- --------------Soil data -----=---=- > 11.416 Uniform load > .000 kips kips/ft Soil brg capacity> 1.200 ksf Live load o > 58.000 F c -Concrete------------- ----------Reinforcing steel--------- > 2.500 m > 18.824 ksi Fy > 40.000 ksi 0 > .900 ------------------------------Footing Footing size data ------------------------------- > Footing thickness (t) > 3.330 12.000 feet inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight - > 1.663 kips Total P axial > 13.079 kips Total bearing pressure > 1.179 ksf <ok> Net bearing pressure > 1.029 ksf Factored bearing pressure > 1.620 ksf (1.7*LL+1.4*DL) ---------------------- --Footing Diagonal stresses ------------_- - ------------- tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 7.186 kips Vn=Vc=2(F'c)".5*bw*d > 31.968 kips q5 Vn > 28.771 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 17.249 kips Vn=Vc=4(F'c)".5*bo*d > 51.200 kips 0 Vn > 46.080 kips --------------------- ---- Footing reinforcement------------_----__-__---- Mu=(P net)*bl"2/2 > 2.246 ft-kips/ft Required Rn=(Mu/q5)bd"2 > 38.995 psi Required p (bending moment) > .0010 Required As (bending moment) > .094 in^2/ft = .315 in -2 Min. required p UBC 2610(f) > .0013 33o increase applied Min. required As UBC 2610(f) > .126 in-2/ft = .418i "'2 Minimum reinforcement as governed by: ---Minimum reinforcement-- 3 No. 4 bars e.w. 2 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. IV PT_FTG2 9:54 AM --------------------------------------------------- -------- Rev 9-30-93 Point footing 4/ 4/00 ----------------------------------------------------------- Description >>F -2 -------------Load data ------------- --------------Soil data ------------- P > 5.005 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load a > 58.000 --------------Concrete------------- ---------- Reinforcing.steel--------- F'c > 2.500 ksi Fy > 40.000 ksi m > 18.824 > .90--0 ------------------------------Footing data ------------------------------ Footing size > 2.330 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > .814 kips Total P axial > 5.819 kips Total bearing pressure > 1.072 ksf Net bearing pressure > .922 ksf Factored bearing pressure > 1.451 ksf <ok> (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 2.812 kips Vn=Vc=2(F'c)".5*bw*d > 22.368 kips 0 Vn > 20.131 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 7.233 kips Vn=Vc=4(Flc)".5*bo*d > 51.200 kips Vn > 46.080 kips -------------------------Footing reinforcement ------------ =------ Mu=(P net)*bl"2/2 > .985 ft-kips/ft Required Rn=(Mu/o)bd"2 > 17.096 psi Required p (bending moment) > .0004 Required As (bending moment) > .041 in-2/ft = .096 in -2 Min. required p UBC 2610(f) > .0006 33% increase applied Min. required As UBC 2.610(f) > .055 in"2/ft = .128 in -2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 1 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. No. 7 bars e.w. PT_FTG2 9:54 AM ------------------------------------------------------------------------ Rev 9-30-93 Point footing 4/ 4/00 ------------------------------------------------------------------------- Description >>F -3 -------------Load data---------------------------Soil-data ------------- P oil data ------------- P > 2.526 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load % > 58.000 ------- ------- Concrete ------------- ----------Reinforcing steel------=-- F'c > 2.500 ksi Fy > 40.000 ksi m > 18.824 0 > .900 ------------------------------Footing data ------------------------------ Footing size > 1.670 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > .418 kips Total P axial > 2.944 kips Total bearing pressure > 1.056 ksf Net bearing pressure > .906 ksf Factored bearing pressure > 1.426 ksf <ok> (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 1.194 kips Vn=Vc=2(F'c)-.5*bw*d > 16.032 kips Vn > 14.429 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 3.342 kips Vn=Vc=4(Flc)".5*bo*d > 51.200 kips Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl"2/2 > .497 ft-kips/ft Required Rn=(Mu/O)bd"2 >...8.628..psi Required p (bending moment) > .0002 Required As (bending moment) > .021 in-2/ft = .035 in"2 Min. required p UBC 2610(f) > .0003 33% increase applied Min. required As UBC 2610(f) > .028 in^2/ft = .046 in -2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 1 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. 20 PT_FTG2 9:55 AM ------------------------------------------------------------------------ Rev 9-30-93 Point fdoting 4/ 4/00 ------------------------------------------------------------------------ Description >>F -4 -------------Load data ------------- --------------Soil data ------------- P > 4.054 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load o > 58.000 --------------Concrete-----------------------Reinforcing steel --------- FIc > 2.500 ksi Fy > 40.000 ksi m > 18.824 > .900 ------------------------------Footing data ------------------------------- Footing size > 2.000 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > .600 kips Total P axial > 4.654 kips Total bearing pressure > 1.164 ksf <ok> Net bearing pressure > 1.014 ksf Factored bearing pressure > 1.595 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 2.127 kips Vn=Vc=2(F'c)-.5*bw*d > 19.200 kips 0 Vn > 17.280 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 5.672 kips Vn=Vc=4(F'c)-.5*bo*d > 51.200 kips 0 Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl"2/2 > .798 ft-kips/ft Required Rn=(Mu/O)bd"2 > 13.848 psi Required p (bending moment) > .0003 Required As (bending moment) > .033 in-2/ft .067 in"2 Min. required p UBC 2610(f) > .0005 33% increase applied Min. required As UBC 2610(f) > .044 in"2/ft = .089 in -2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 1 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. ZI PT_FTG2 9:56 AM ------------------------------------------------------------------------ Rev 9-30-93 Point footing 4/ 4/00 -------------------------------------7---------------------------------- Description >>F -5 -------------Load data ------------- --------------Soil data ------------- P > 6.358 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load a > 58.000 --------------Concrete-----------------------Reinforcing steel --------- FIC > 2.500 ksi Fy > 40.000 ksi m > 18.824 0 > .900 ------------------------------Footing data ------------------------------ Footing size > 2.500 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > .938 kips Total P axial > 7.296 kips Total bearing pressure > 1.167 ksf <ok> Net bearing pressure > 1.017 ksf Factored bearing pressure > 1.601 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 3.669 kips Vn=Vc=2(F'c)-.5*bw*d > 24.000 kips Vn > 21.600 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 9.296 kips Vn=Vc=4(F'c)".5*bo*d > 51.200 kips 0 Vn > 46.080 kips- ------------------------- Footing reinforcement ------------ ,------------- Mu=(P net)*bl"2/2 > 1.251 ft-kips/ft Required Rn=(Mu/o)bd"2 > 21.718 psi Required p (bending moment) > .0005 . Required As (bending moment) > .052 in-2/ft = .131 in -2 Min. required p UBC 2610(f) > .0007 33o increase applied Min. required As UBC 2610(f) > .070 in^2/ft = .174 in^2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 1 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. 2� PT_FTG2 .9:56 AM --------------------------------------------------------------------- Rev 9-30793 Point footing 4/ 4/00 ------------------------------------------------------------------- Description >>F -6 -------------Load data ------------- --------------Soil data ------------- P > 4.131 kips. Soil.. brg .capacity>.. 1...200 ksf Uniform load > .000 kips/ft Live load o > 58.000 --------------Concrete-----------------------Reinforcing steel --------- FIc > 2.500 ksi Fy > 40.000 ksi M > 18.824. 0 > .900 ------------------------------Footing data ------------------------------ Footing size > 2.000 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > .600 kips Total P axial > 4.731 kips Total bearing pressure > 1.183 ksf <ok> Net bearing pressure > 1.033 ksf. Factored bearing pressure > 1.626 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 2.167 kips Vn=Vc=2(F'c)-.5*bw*d > 19.200 kips 0 Vn > 17.280 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 5.780 kips Vn=Vc=4(F'c)^.5*bo*d > 51.200 kips 0 Vn > 46.080 kips -------------------------Footing reinforcement --------------------------- Mu=(P net)*bl"2/2 > .813 ft-kips/ft Required Rn=(Mu/O)bd"2 > 14.111 psi _ Required p (bending moment) > .0004 Required As (bending moment) > .034 in^2/ft = .068 in -2 Min. required p UBC 2610(f) > .0005 33% increase applied Min. required As UBC 2610(f) > .045 in-2/ft = .090 in"2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 1 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. Z'p File >LATDATA3 Rev 8-8-95 Wind pressures on'structures Description >> Exposure > B Importance factor > 1.00 Basic wind speed > 75.00 mph qs > 14.50 psf Roof pitch > 6.00 in 12 6 > 26.57 degrees * * * P R I M A R Y F R A M E S A N D S Y ST E M S Direction Ht. <0'-151> <201> <25'> Assembly description Ce .62 .67 .72 Cq W A L L S Windward walls .80 .0072 .0078 .0084 Leeward walls .50 .0045 .0049 .0052 Total wall .0117 .01.26 .0136 R 0 0 F Wind perpendicular to ridge Leeward or flat roof - .70 .0063 .0068 .0073 Windward roof Slope 2:12 to less than 9:12 .90 .0081 .0087 .0094 Slope 2:12 to less than 9:12 .30 .0027 .0027 .0031 Roof total .0090 .009 5 .0104 Wind parallel to ridge and flat roofs .70 .0063 .0068 .0073 * * * E L E M E N T S A N D C O M P O N E N T S W A L L All structures 1.20 .0108 .0117 .0125 Enclosed structures 1.20 .0108 .0117 .0125 Open structures 1.60 .0144 .0155 .0167 Parapets 1.30 .0117 .0126 .0136 R 0 0 F Enclosed structures Slope less than 9:12 1.10 .0099 .0107 .0115 Open structures Slope less than 9:12 1.60 .0144 .0155 .0161 *** L O C A L A R E A S A T D I S C O N T I N U I T I E S Wall corners 2.00 .0180 .0194 .0209 Canopies or overhangs at eaves or rakes 2.80 .0252 .0272 .0292 Roof ridges at ends of buildings or eaves and roof edges at building corners 3.00 .0270 .0291 .0313 Eaves or rakes without overhangs away from building corners and ridges away from ends of building 2.00 .0180 .0194 .0209 *z� File >SHEARW 7:53 PM 3/29/00 ------------------------------------------------------------------------ REV. 6-17-99 Shearwall schedule Description >> Common nails ------------------------------------------------------------------------ >> (Box nails) Mark Description HF DF 1 3/8" cdx plywood with 8d nails .213 .260 at 611, 1211 o.c. (.173) (.211) 2 3/8" cdx plywood with 8d nails .3,12 .380 at 411, 12" o.c. (.253) (.308) 3 3/8" cdx plywood with 8d nails .402 .490 at 311, 1211 o.c. (.326) (.397) 4 1/2" cdx plywood with 10d nails ..254 .310 at 611, 1211 o.c. ( .206) ( .251) 5 1/211 cdx plywood with 10d nails .377 .460 at 411, 1211 o.c. (.305) (.373) 6 1/2" cdx plywood with 10d nails .492 .600 at 311, 1211 o.c. (.399) (.486) 7 1/2" gyp bd with 5d nails wind .082 .100 at 711 o.c. edge & field Unblocked seismic .041 .050 8 5/8" gyp bd with 6d nails wind .094 .115 at 711 o.c. edge & field Unblocked seismic .047 .058 9 7/8" cement plaster over expanded metal .148 .180 or woven wire lath with no. 16 gage staples, (7/8" leg). at 6" o.c. 10 3/8" plywood siding with 8d nails .131 .160 at 611, 1211 o.c. 11 Simplex "Thermo -Ply structural (red) .144 .175 sheathing (0.115 inch thickness) with no. 16 gage staples (7/16" crown. 1-1/411 legs) 22441 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS n Z. �. i N �� Il (�QB zl 17 CA 10 0 0 n N !J n 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS _ N,•. � N s N a R\ � � � /'n1 ► -}— � � � � S �/ .fid � . � � �..,.i ZZ 41 r1 N r11Qza N Fl $ � ,v �� fI? 0 J t!" i Ul N a � fi Cr if J t!" i cr- w N , s 00 fi Cr if `AN. Iza 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS i� � o :TJ _ `AN. Iza 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS I �s CP � 4Q� Z � N I �s 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS !� g w C lip tA } Q3 Y � s J I l 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS T, r i I Oa CP ki %Z --- 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS T, r i I 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS 22-141 50 SHEETS AMPAD 22-142 100 SHEETS 22-144 200 SHEETS ! ' 03 t..i c> r c f Ap � a9 �jI tjr \ LQ �0 f [1 t s � va t s 9d N I v 6p � F �W W �0 f [1 t s � va t s 9d 7� v 6p � F �W ! 5 t w 22.141 SO SHEETS 22-142 100 SHEETS 22-144 200 SHEETS f [1 t . va r� 9d 7� v [1 t . va r� CAJ 4- 11.0 00 lo!) K/I .... ...... blD (+S, ►,dl, Zoe ( is7-) 3. X13 ............... 4 -AA -10 35 O.M.B. NO. 3067.0077 ELEVATION CERTIFICATE E.iresMay 31,1996 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to. provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). Instructioris for completing this form can be found on the following pages. • SECTIONA PROPERTY INFORMATION FOR INSURANCE COMPANY USE BUILD[ G OWNER'S NAME ' POLICY NUMBER STREET ADDRESS (Including Apt., Unit, Suite and/or Bldg. Number) OR P.O. R TE AND NUMBER COMPANY NAIC NUMBER OTHER DESCRIPTION (Lot and Block Numbers, etc.) CITYSTATE ZIP CODE G,,AL ( C%r �►- SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): 1. COMMUNITY NUMBER 2. PANEL NUMBER 3. SUFFIX 4. DATE OF FIRM INDEX 5. FIRM ZONE 6. BASE FLOOD ELEVATION (n AO Zones, use depth) C)Gmo -J o3-xs G t0`va8 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): ❑ NGVD '29 Wther (describe on back) 8. For Zones A or V, where no BFE is provided on the.FIRM, andthe community has established a BFE f r this building site, indicate . the community's BFE:1 1 446161.3 feet NGVD (or other FIRM datum—see Section B, Item 7). *K.. SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and' 6 that best describes the subject building's reference level I_ . 2(a). FIRM' Z6nens'�Al-A30, AE, AH, and'A (with BFE). The top of the reference level floor from the selected diagram is at an elevation oil 11*101.L0 feet NGVD (or other FIRM datum—see Section B, Item 7). . (b). FIRM Zones V1 -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevatton of I I I I I.LJ feet NGVD (or other FIRM datum—see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is w.0 feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is I I I. LJ feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? U Yes F] No ❑Unknown 3.1ndicate the elevation datum system used in determining the above reference level elevations: LJ NGVD'29 ❑ Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM [see Section B, Item 7], then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: ❑ Yes )§ No (See Instructions on Page 4) 5. The reference level elevation is based on: ❑ actual construction Mconstruction'drawings (NOTE: Use of construction drawings is only valid if the building does not yei have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is: ; IIgI-- I . .feet NGVD (or other FIRM datum -see Section B. Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: LIIJ.0 feet NGVD (or other FIRM datum—see Section B, Item 7). 2. Date of the start of construction or'substantial improvement ak qA FEMA Form 81.31, MAY 93 REPLACES ALL PREVIOl1S EDITIONS SEE REVERSE SIDE FOR CONTINUATION SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al A30, AE, AH,'A (with BFE),Vt V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management Information, may also sign r, or e certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owne an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features -71f the certifier is unable to cert] fy to breakawa enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then included in the certification under Comments below. The diagram number, Section C, Item 1, must still be g ZOO I certify that the information In Sections 8 and C on this certificate represents my best efforts to I I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. CERTIFIER'S NAME MICHAEL D. Mc. TITLE PRINCIPAL ENG LICENSE NUMBER (or Affix Seal) COMPANY NAME wall, 1. IMM CIm, a -j ADDRESS CITY — 20 DECLARATION D CHICO CA 9'97 DATE PHONE SIGNATURE � ificate for: community off Insurance agent/company,,and•3) building owner. Copies should be made of this Cert COMMENTS: y. WITH ON PILES, ON BASEMENT PIERS, OR COLUMNS SLAB A A V A V ZONES ZONES ZONES ZONES ZONES REFERENCE REFERENCE • BASE LEVEL IEVEI REFERENCE FLOOD EVEL ELEVATION '1vYY :¢„'.'-,.'fi'9;tFf'' (S''Gi.+Fci"•`: ... .••• •: '?,�:. BASE FLOOD REFERENCE BASE • •�'+'i'%• •ADJACENT ''' LEVEL ELEVATION GRADE • ELEVATION REFERENCE ADJACENT LEVEL GRADE The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. Page 2 TECHNICAL MEMORANDUM ART QUIGLEY ELEVATION CERTFICATE . BUTTE CREEK NEAR STEEL BRIDGE Background The site is located upstream from the "steel bridge" near Centerville. Flood flows were taken from the FEMA Base maps and cross sections on file with the Butte County Department of Public Works. These flows are computed for a location upstream from the confluence with Little Butte Creek, several miles downstream from the site. Methodology Field cross sections were taken at five locations. One location was downstream from the steel bridge, one at the bridge and three in the area of the proposed building sites. Base flows (estimated to be approximately 800 c.f.s.) was disregarded as was the cross section below water line. Several computer runs were done. A conservative Mannings 'n" of -.05 was used for the entire channel section. The 100 -year Q of 20,000 cfs was :calculated, as this is also a conservative flow. The data was applied using HEC -RAS The'results are attached. Conclusions The proposed building sites are well above the 100 -year floodplain. Refer to the Elevation Certificates attached. NorthStar E N -G-1 N E E R I N G Michael Civil Engineers! Planners • Surveyors MCEnespy, P.E. R.C.E. 29465 20 DECLARATION DRIVE 530-893-1600 CHIC), CALIFORNIA 95973 FAX -893-2113 E -Mail: mmcenesp@dcs-chico.com HEC -RAS Plan: Imoorted Pla River RIVER -1 Rearh Rnarh_1 10- e�Cliiil� r: �F�ow��-eat #TopWidtts'Fmu�#;Clip 11.42 1763.79 173.23 0.62 Reac►S RIv"er Sta �4aTcta MKO EI ' M (S�, e'v nt�W ;SEG En REQ G. S dope F = Reachl}� 6 20000.00 453.72 466.30 468.32 0.006593 Rach4�1y 5 20000.00 450.89 465.25 466.50 0.003357 9.03 2269.07 195.711 0.45 Reach t 4' 20000.00 447.85 465.14 466.21 0.002553 8.45 2459.97 196.031 0.40 Reachl?�' 3 20000.00 444.22 461.32 464.44 0.006054 14.49 1475.05 99.68 0.63 Reach'1M 2n 20000.00 444.34 460.65 463.83 0.008432 14.31 1399.37 108.42 0.70 Reach 1", 20000.00 443.72 456.69 456.69 462.08 0.018473 18.63 ' 1073.72 99.39 1.00 ART QUIGLEY FLOOD CERTIFICATE Plan 02 6/8/99 RS =I Pine Street 475 .05 Legend EG PF#1 iWS PF#1 J 1 ! Crit PF#1 i 470 ; Ground • Bank Sta i a 1 I ' 465 I II i i 1 ------------------------ 460- i i 1 .� i 4551 4501 1 1i 4451 i 1 1 440 o zo o 6o ao 100 1i0Tido Station (ft) k1 ART QUIGLEY FLOOD CERTIFICATE Plan 02 6/8/99 RS = 2 Pine Street 475-+.05-4( .05 (—.05 egen i EG PF#1 WS PF#1 Ground 0 Bank Sta 470 465 ■ ■ 460 c 0 d W 455- 55450445440 450- 445- 440 0 20 40 60 80 100 120 140 Station (ft) ART QUIGLEY FLOOD CERTIFICATE Plan 02 . 6/8/99 RS = 3 Pine Street 470-<—.05 �+E .05 .05 egen EG PF#1 WS PF#1 Ground s Bank Sta 465 — — — — — — — — — — — — — — — — — — — — — — — 460 c 455 m ami w 450- 50445440 445- 440- 0 20 40 60 80 100 120 Station (ft) ART QUIGLEY,FLOOD CERTIFICATE Plan 02 6/8/99 RS = 4 Pine Street 480 .05 .05 —Legend— EG PF#1 WS PF#1 Ground BanOk Sta 475- 470- - 75470— — — — — — — — — — — — — — — — — — — — — — 465 c 0 m m W 460- 455- 450- 445 60455450.445 0 50 100 150 200 250 Station (ft) Station (ft) ART QUIGLEY FLOOD CERTIFICATE Plan 02 6/8/99 RS = 5 Pine Street 480 .05 —f 05 egen EG PF#1 WS PF#1 T •— Ground .• Bank Sta 475 470 • — — — — — ---— — — — — .— — — — — c 465 a� w 460 455- ■ 4750-11 0 50 100 150 200 250 Station (ft) Et C 0 m W ART QUIGLEY FLOOD CER TI ICATE Plan 02 6/8/99 RS = 6 Pine Street 500-' .05--- I I i J I I 490- I 1 i 4601 1 I 1 J 1 1 I � � I 470 ; �— — — — — — — — — — — — I i J I I j 460 1 f J. i i 1 I 1. 450. 0 50 100 150 200 Station (ft) 250 egen � EG PF#1 ! WS Fill Ground • i Bank Sta J ❑ APPROVED CONDITIONALLY APPROVED , : ` . ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit #: O d I 6 �-� Date: (j " Genera/Information Ap#: O 11- 3 0- O I b Owners Name: LLQ Parcel Acreage: 2' r0 A e Owners Address: -,z , 7,lV CA c") IS B L Building Site Address: r � �1 b , C C— PrODel tY Information Permit Type: ❑Agriculture Building ❑ Commerdal❑ Wustrial ❑ Mobile Home SFD ❑Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well ❑ Other Zone District: !— `� — 0 Date of Zoning Ordinance: General Plan: A r7�> Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement Mj No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan fKNo ❑ Yes Violation Area No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone No ❑ Yes, check use Floodplain No❑ Yes Zone: � x Panel Number: - � � ❑ Watershed Protection Zone No Yes Proposed Use Complies With: General Plan Zoning Proposed Use Reauires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Drainage Improvements Required: ❑ No ❑ Yes colicable Setbacks: ❑ Other [—I Other T Zcninq Code Street & Highways Fre Prevention Subdivision Ma Front O Side (D O Side street Rear Heioht T Septic Permit Review: Well Permit Review: Land Development Review: r. el Created by. Deeds ❑ Map Permit C/earance _ - • -- • - Agriculture Affidavit Required ❑ No ❑ Yes Designated well Site ❑ No ❑ Yes Drainage Plan (CbnVW/Muitl) ❑ No ❑ Yes Date of Creation: `ZG v Deed Reference: / Sl 4 Parcel frontage on Publicly Maintained Road: Compiles with County Standards for Deed Creation: Comments: Date of Recording: Legal Access Provided: ❑ No QYes Legal Access Required: ❑ No ❑ Yes ❑ No [& Yes, Road Name: C'�n� Q,-wI L Y ❑ No ❑ Yes Lot: Block: Book: page: :onditions That Must Met 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 Merger Applicatlon/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps. Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet anent EHO requirements. ❑ Other .eneral Comments: All , N3wd0l3n�a aNM 3 -Ung JO uN1100 _n(jf17 1 f1 its n r ---- . V 1, WARM I\ COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 0 j/.... �� f APPLICATION AID EERMIT .� n ASSESSOR PARCEL NUMBER 'X (-? — ..7j/ – CSU Q ZONING BUILDING PERMIT OWNER TELEPHCN SO. FT. OCC. BUILDING VALUATION OWNER'S_MAIL�NG ADDRESS 34/ ( ?�er.i: f(f �4 CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS 1464- nI.1015 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee- .. $ - Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap,. ;K 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 US OF STRUCTURE SF [:1 Duplex[]Mobilehome Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S G W 0.00ea TYPE OF WORK New ❑ Addition,�❑Remodel /❑ Utilities ❑ In IIat' ❑ Other E] Describe work: I' , n %ta l 0,,0,40 r 0 at' 7 v (KA�ar� ^� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 e00V OR LESS Main service 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check•one): © I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect.SINGLE License No. ��i,2!i Classification 4C - /C� ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason i NEW CONST. DWELLING OCCUP.. OR ADDNS. ACC. BLDGS. 2,/20sgft NEW CONSTR. ULTI.OUTLET 2,50 ea NON.RESID BRANCH CIRC ITS POWER APPARATUS &) OUTLET CIR. Ex. Occu BAL030 p OUTLETS OR FIXTURES 200030 )FIXED APPLNS. REA.) 2.00 Ex. Occup. OUTLETS (RE SID Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee e $ dp Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): Q"�The permit is for $100.00 (valuation) or less. ❑I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this -statement, should -you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County.irTcohsequence of the granting of this permit. X (, !�� r_ I r / C � t Date �' /_ r Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit isrequired for excavations over S'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ d? S, 010 Occup. CONST,TYPEJ FLOOD PARCEL PD I HD 139UE This permit is hereby issued under sions of the Butte County. Code and/or work indicated above for which DIRECTOR F PUBLIC ,/J By IDate PERMIT EXPIRES Date i the applicable provi- resolutions to do fees have been paid. WORKS a kq Receipt No. .2 / 9.�-o WHITE-O.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Colifornia 95965 - Telephone: 916/538-7541 � APPLICATIN AND PERMIT PERMIT `ASSESSOR PARCEL NU BERG C-)^ D ZONING BUILDING PERMIT OWNER / Lam! TELEPH N E - I. SQ. FT. OCC. BUILDING VALUATION OWNER'S MAIL NG ADDRESS i 3 f� (le C ;c,o CONTRACTOR'S NAME r& — TELEPHONE 3 yS - 7 CONTRACTOR'S MAILING ADDRESS i� a6- � �►; L v Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee .$ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 US r�F STRUCTURE SF [:1Duplex[]Mobilehome Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S G JW I10.00ea TYPE OF WORK New ❑ Addition�❑7 Remodel ❑ Utilities ❑ Installatii n❑ Other ❑ Describe work: _'/Censft;, U6wer Dae.• 0231' miab.lP (KI30,16 e4t3u, Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 . Main service 100 OR LESS 100 OROR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW of perjury I declare under penalty p jy (check one): 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Co and my license is in full force and effect. License No. -V Classification �D ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors.(Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OCCUP.y{) OR ACDNS. \ACC. BLDGS. I/22sgft NEW UL OUTLET 2.50 ea NON-RESISIDD. BRANCH CIRC ITS (POWER APPARATUS Q\ SINGLE OUTLET CIR.1 Ex. OCCUp(OUTLETS OR FIXTURES eALO 120 030 LNS Ex. Occup. OUTLETS FIXED P(RESID IREA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 i I Permit Fee G $ , 0 Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): The permit is for $100.00 (valuation) or less. have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said Coun!W 96sequence of the granting. of this permit. .� Date l —�� GCS Signature of Applicant-- Owner E) Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ occuP. CONST.TYPc I FLOOD PARCEL PD ND 1590E This permit is hereby issued under sions of the Butte County. Code and/or work indicated above for which DIREO F PUBLIC Ot By PER ITE S Date the applicable resolutions to do to do fees have been paid. WORKS Date 9` ��/�� Receipt No.�l 9 �% WHITE-D.P.W.. •ELLOW-A9DCS90R, PINK -INSPECTOR. GOLDENROD -APPLICANT