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Home My WebLink About064-280-013- ' --- --' ---- --- �"r----' ` --�� ----------- - 64-28-13 Gustaf Wolf 30 Stetson Ct., lot 119, PP#15, Maga. Permit #72.6-78B,P,E,M(new single � 064-280-013 PERMIT07-1835 WOLF, Marcia 13996 Stetson �t�,,-Magalia: Add 2nd Floor �o 6arage/SF / 9-2759� WOLF; MARCIE 41-,V '13996 STETSON COURT, MAGAL CONTR: ART STONE PLUNMING INSTALL NEW GAS PIPING / . . / . . ` | � ° 2 u m / 4 wt. sy w .. I PERMIT NO. 726-78B3,P,E31M r�I h?y PERMIT EXPIRES TOWNER Gustaf Wolf �CONTR. Jerry Everhard, Magalia t 64-28-13 LOCATION (A.P. ) } 30 Stetson Ct., lot 119, PP#15, Magalia +1 Fj c !f �e n s t. t Temp. Power Pole— oleCalled PG&E Calle ' d Temp. Elec. Serv. Cal PG&E Tem Gas Serv. ` Called PG&E 1 JOB FINALED ! =ate) R i 610, 1 '4--_ 7 �-Al—C��J t �0_�rI_Ld ®Aj� .It i-/ 707 ems! 40 I 1 ' s 36' 7<� r Q�) (NOTE: n fenUtryts'tdbe made on this form each time you vislt the job site.) �G COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUI ING (Cont'd) PLUMBING Setback 7-7 v- 7 1 Firewall :L Soil Pipin Forms S i o -7 Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings 6'-7 Windows 3rd Floor Stemwal l Siding To outl - 2 ' Slab Roof Sheathing Water Piping J Piers -/6"7q� Roofing Sewer Garage Fdn. Vents fjytqres 7 Footings Stemwall Garage Vents-' Insulation at r Htr. a2 Heaters Slab Carport Footings Prov. for ph s callp�—� handica edy Conformance of ex structure 2, Appliances ' Gas Piping & Test. Temp. Gas Slab Final Sanitation Patio FIREPLACE Final --//-9 Footings Footing ELECTRICAL Masonry Walls Throat Rou h V - ic'AV Reinf. Steel Final '1 1? Fixtures 2 /lam-? Bond Beam FIRE PRINKLERS Motors 111117 9C, Framing Test Water Htr. Stucco Final Subpanel L T Mesh MECHANICAL Grd. Fault Prot. Th Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground a -- Interior LathJA Ventilation 'j-7 Permanent Door Closer Final Final /ate /l? 81 MOBILEHOME UTILITIES ----------i-------Elec. Service Elec. Pedestal Watgr Piping Sewer Gas Piping 1 E 2ME INSTALLATION - - - - - - - - - - - - Support Elec. Continuit Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS ;7Cf R •e,4..o v 37�/5-wGA7-c o ..r SO ,X C.q+✓ Ghees k ® I r0 v- d e, P -%P S S., D--1 -0�_� TP/ D ✓ 1 1 e, lel 1" T.e.. r f N ter re s e VU Vt s 36' 7<� r Q�) (NOTE: n fenUtryts'tdbe made on this form each time you vislt the job site.) �G ;This is tot certify that .insulation has •been 'installed in conformance with the current energy regulations; California Administrative Code, Title 25, State of California,_ in the building located at: - Street.' LotNum er Tract -No. EXTERIOR 'WAILS O Manufacturer Dw' e.IS - Coy -till lG Thickness/Type 'zz. 'BATTS R Value l CEILINGS Batts: ManufacturerDkua ►%-CoyA1KLG Thickness moi. R Value (q Blown: Manufacturer Sq. Ft. Covered Thickness R Va lue R Va lue FLOORS Manufacturer Dwel'LS -0QP_t 1 UG Thickness/Type S=z B&TTS R Value !? SLAB ON GRADE Manufacturer Thickness/Type R Value Width -of= Insulation _ _ Inches FOUNDATION WALLS Manufacturer Y Thickness/Type GENERAL CONTRACTOR Cti, •EVCP_%A,&P.D LICENSE 7 R Va lue NO.B 3z 10i&3 BY`�C TITLE OPPICE MG,e- DATE 10- 3 -716 INSULATION CONTRACTOR G , �, EVEIZAAJ� _' D LICENSE No $ Z 193 TITLE DFP I C.E. MGP. D ATE 10-.3-76 War COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovi Ile, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT WME •'`'� "•Y- " �'�� UI LIM VUU11LY UI DUlle LU enrer upon me above-meryf' ned pert or inspe ron purposes. - Date $ignatur ermitee or Argent / Receipt No. ,/ C 6S-- Y. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF R)nLIC WORKS BY � Date -f — %— 7 P B i ding permit expires Date �— 7� BUILDING Owner i.0 S'_� Og SQ. FT. OCC. ILDI G VALUATION Mailing Address Telephone No. wq Fireplace `� e Contractor �� ( L 1 (:5 W' ` P4 re- - Total Valuation Mailing Address 3 GA. 0 � Lk �- Permit Fee `r, M - Plan Checking Fee&/or Penalty p'�}l; !,I T lh N e e �,-�u Permit Fee Building Address PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 �l~�� 0'n1 1 Each Trap 1.50 ?� / D 7- r-• I !. J Repair drainage or vent piping 1.50 f �� !!Lea un Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. _.�e��% Q,YZ1< Gas piping system 1 - 5 outlets 1.51) Each additional outlet .30 Fe li a Ion' Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration P cel M y 60' R/W Im provements Lawn sprinkler system 2.00 Bld Ions Recd Parcel A proval��ns Pla royal Permit Fee $ f NEW ADDITION ❑ UTILITIES F]OTHER 1:1ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00V r OR Main service 100 AMP ORSLESS 5.00 Main service EA. ADD'L 100 AMP 2.50 Single Family UrDuplex ❑ Mobil Home ❑ Others ❑ Main service °00 AMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW OR ADDNST ( ACCLBLDGSLING C UP. &\ 2¢sq ft J NEW CONST. MULTI.OU L T R BRANCH CIRCU2.50ea NON.RESID. ( ITS) - - NEW CONSTR. POWER APPARATUS &) NON.RESID. (SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Ex. Occup(OUTLETS OR FIXTURES) BAL 25 Ex. Occup. (OU LETS ((RESID )REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No...;?,2 (in Classification Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. = ❑I certify that in the performance of the work for. which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERM►T FILING FEE 1 $3.00 ' Heating Cooling , Ventilation Hood 2.00 Permit Fee $ ( $ �( 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 u Q TOTAL PERMIT FEE $Ja ��a •'`'� "•Y- " �'�� UI LIM VUU11LY UI DUlle LU enrer upon me above-meryf' ned pert or inspe ron purposes. - Date $ignatur ermitee or Argent / Receipt No. ,/ C 6S-- Y. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF R)nLIC WORKS BY � Date -f — %— 7 P B i ding permit expires Date �— 7� RESIDENTIAL PLAN CHECKING GUIDE (S.F. , DtTPLEX, & MISC. ONLY) 6Z4�rz��Z Bldg. OWNER p ".:.L. A. P. A. GENERAL oning requirements (sideyards and parking). Valuation. Signature by R.C.E.'or Architect (if required). B. PLOT PLAN Complete parcel, size and dimensions. Setba'ckq, sideyards, easements, etc. Other buildings or structures. Grading, fills,.drainage. C. FLOOR PLAN Permit # AZ*18 Carr' eq ,Z 27 f- ,Y. Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1405). Required windows for second exit (Sec. 1404). Allowable glazing for energy requirements (20% max. per State law). .�),J,?60 a Iffr" G �"a a5 R' Human impact glass (Sec. 5406). �s. Required room sizes, ceiling heights (Sec. 1407). G.F.C.I.'s in baths and exterior outlets (Sec. 210-.8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations of water heater, heating & cooling equipment, other electrical or gas equipment, and plumbing fixtures. Garage firewall, door size, and closer (Sec. 503(d)(4)). 1 - 3'0" exterior exit door (Sec. 3303d). Fireplace location. J Smoke detectors (Sec. 1413). D. STRUCTURAL DETAILS Foundation plan complete enough to construct building. Fikmconstruction details complete enough to construct building. F•.X Elevations and wall construction details complete enough to construct building. .! Roof construction details complete enough to construct building. / Fireplace construction details and calcs if over one-story in height. Sufficient data and details to satisfy energy insulation requirements (State law). E. MISCELLANEOUS ITEMS TO LOOK OUT FOR a2: CCX plywood on exposed locations and overhangs. Stairway details (Sec. 3305). Guardrail details (Sec. 1716). Brick or stone veneer (Chapter 30). Exterior plaster -.weep screeds (Sec. 4706 & 4708). Proper roof pitch for roof covering (Chapter 32). a� 2' Rafter ties or bearing ridge beam. 9' g Garage door or porch header sizes. Adequate bracing. 0 Living area over garage - complete 1 -hour separation required including supporting �walls and posts, etc. % . Two (2) exits on three-story dwellings (Sdc. 3302). 4y0 RESIDENTIAL �X064-280-013 PERMIT#97-1835 'WOLF, Marcia 13996 Stetson Ct., Magalia Add 2nd Floor to Garage/SF PERMIT NO.. PERMIT EXPIRES OWhER- 1. CONTR. ASSESSOR PARCEL t LOCATION R&4ArS SP, EVA, �OAI ,Temp. Power Pole Called PG&E ;Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) Signature COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES f 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE (D Lr OWNER r PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at ti- the above address and should be corrected. Please notify is this office when correction of work completed. If y6ahave any questions pertaining to this matter, or need additional explanation, please contact this office immediately. &eji L(/ L4e-L- %.0 Date 2- Inspector REV 10192 14 is c. rry E rw = t y Ve rtificates yob r on%rmance; , - t rNC •�.Yz e'�;"k,,, .. ` .,`.. �'..N: n -``. xty+; t:4 s,•,: wr C S <'; F Certificate ` k 1173 43 JHE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the structural wood products ''identified below and marked with a collective mark of 'American Wood Systems (AWS). were manufactured in accordance with the specifications indicated below. ? r. N ANSI _Standard A190.1-1992, for Structural Glue d. Laminated Timber -- - ?, Proof•loaded end joints0.: `+> WESTERN WOODS s Job Name .Uob Location N 5 € M 60641 0$ 18 97 5T-8556 ' 'Customer's Order No Date Mfgr's Order No a y Mike rt igh� Technical Director ' Signature _'Title Willamette Ind. Vaughn, `Ore:gon 08-18-9'7 Company Address Date ` c-_ . .._- .......' ; 7-, i .. ,: . / _%,.. ,__r ; .F •. C •. � _. .,..1 l,r ( � -• - y '-tet. 4, ` IT IS HEREBY`,CERTIFIED that the structural glued laminated timber production of the, above - parried manufacturer which carries a collective mark of American Wood Systems (AWS). is subject to regular audit. - by American Wood Systems, such' audit consisting of the inspection with •' . -_ • �k- 'reasonable frequency of the manufacturing' process, with adequate sampling to verify the quality of glulam construction and the adequacy of glue bond. W 000 x Cv -ti tl 1 A '., i/.. •' +e C F M:L,'"' s 1 ! NZ F _ yaThomas G. Williamson V fr+f 4C� . Executive Vice President' AS y ;y AMERICAN WOOD SYSTEMS - A RELATED CORPORATION OF APA V=OK ' ' 1 0 = Not OK lNoottReady _ MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/0 -Concrete - 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / PLtL MISCELLANEOUS Date / /Nat. or/ /Lt./ /LPG 7. Well Clearance 8 Disconnect 8. Utility Clearance .3. Dedra: Girders and/or Joists-Decidng-BracingStairs-Rails 4. Wood Awn.; Posts-Beam"ttrs.-Connectore Shthg.-Rfg.-Bracing 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 )emand-VaMeConnector 4. Electricity; MH Test-Crossowm-Breakers-Clearances 5. Drain; MH Test-FelWlex Connector 6. Water; MH Test -Regulator -Connector Date 7. Water and Sewer Connected -C/0 to Grade -HD Approval Date 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal 4. Elec.; Receptacles and Lighting, Distance-GFI Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plate) OK except #'s 1. Zoning RequinernentsSetbacks-Easements 2. Footings; Soils- iae-DeplhSpacing-ConnectorsSteel .3. Dedra: Girders and/or Joists-Decidng-BracingStairs-Rails 4. Wood Awn.; Posts-Beam"ttrs.-Connectore Shthg.-Rfg.-Bracing S. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fnng.; S®s-AnchorsStuds-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext; Stepa-Doors-Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 . Date Card B-1 Date Card B-1 Date POOLS Plans) OK except #'s 1.' Setbacke•Easements 2. Solis; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI S. Elec.; Pool Lighting; 15 Volts -GA 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-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 = O = NNoot OK RESIDENTIAL - = Not Applicable = Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. ZoningSetbacks-Easments-FloodSlope 2. Ftg., Main; Soils-Elec. Gmd. / C Ftg. Depth age; Soils-Steel-Elec. Gmd/ VFtg. Depth Ftg. Porches & Decks; SoilsSteel-/ N Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, SteelaMrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle ter Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection -�'" fhower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 D to Card B-1 Date. -ELECTRICAL SP it) OK except #'s re 8,7raoOd5mer Clearance -Ins. Protection 4. . R ptacles Spacing -Lights & Switches at Doors S' oyes & No. of Conductors Stapled Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral ❑ Yes n No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels-Motors-Mech. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 4-5- Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s . A.C. Ducts Insulation & Support Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air-Retum Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 CII -1 Date Card B-1 Date 1 Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #s 44 Sits Proper Materials & Anchors 4. Walls Studs -Nailing Spacing & Braces -Plates -Sound 49! Bearing Walls over Girders & Floor Nailing 40'Draft Stop in Walls (rat proof) 44- Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs -- Headers & Beams -Size & Bearing '?AT" (Single & Duplex) Date FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties-Purtin-roff Brac: TrussShting.-Rfng. --replace Ties or Type A Flue -Fireplace Throat clearance � ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles _59:-Bdrtn Windows or Exiting Doors -Sill Hgt. & Dimensions SV. -,"Garage Fire Protection Framing 5Z Property Line Firewall & Openings Ext. Doors-One_3_-Check Garage 3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection lywood on Roof Overhang -Attic Vents -Rafter Outriggers 5L,Siding-Nailing Veneer -5-r.�cco Mesh -Drip Screed -Fd. Vents-Underfir. Access lazing Area -Glass Protection -Skylights -Plastic gge'Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date l 3_ Card B-1 S Date Card B-1 Date Card B-1 Date Card B-1 Date _FINAL (Plans) OK except #'s 63.• Ext Steps -Door & Sidelight Protection -Landings 64! -Smoke Detector 65�Fumace; VentsClearance-Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection 697 Bedroom Exiting 67' & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels 69.�lairs & Rails 70. Fireplace or Stove, Clearance -Hearth 1.�Elec. Outlets at Wood Panel, Int. & Ext. `72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance lec. Outlets & Recepticales at Kit. Counter 74 -Garage Fire Door Swing -Landing -Closure 75-X'C. Duct in Garage -Damper --w-W H7.; ventsClearance-Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 7,7"Plb., Elec. & Mech. Equip. Listed for Location 78'-bec. Receptacles in Garage (G.F.I.)-Romex Protection a.>'Insulation-Foam-Looked in Attic 80. Guard rails & Deck Construction -Post Caps 8,1.-Edn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor p Yes 82rF6I1owing Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No _83, -Stucco Brown -Finish 84--A.C. Unit Disconnect, Electrical -Plumbing JIVVents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings __W --Water Well, Disconnect, Electrical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground 8p. ,entilation Throught House 89/Glass Protection 22. Qo ections from Previous Inspections 91. Gas Test -Meters Tagged, Gas-Electric Eater & Sewer Connected -C/O to Grade -HD Approval >` 93-friergy Compliance Certificate -Other Certificates ` Date 1 G Date l �1-Card B-1 v Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: �l T- COUNTY OF BUTTE- DEPARTMENT OF DLVELOP MENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12'/96) APPLICATION AND PERMIT -/8W ASSESSOR PARCEL NUMBER ZONINRI BUILDINGPERMIT OWNER MARCIA WOLF TELEPHONE 873-2594 SO: F7, OCC. BUILDING VALUATION 462 R 24,948. OWNER'S MAILING ADDRESS 13996 STETSON CT MA ALIA CA 95954 CONTRACTOR'S NAME UNKNOWN TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace I "A" 1,500. LENDER'S MAILING ADDRESS ' Total Valuation $ 26,448. ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 265.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 172.25 BUILDING ADDRESS 13996 STETSON CT., MA ALIA Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 480.25 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF CX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 3 7.00 21.00 Sola r'or heat *pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition )a Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: SECOND FLOOR ADDITION OVER EX GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15.00 Mobile Home I s I G I W 920.00 PERMIT FEE $ 71.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service io noA'ss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P 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 as their sole compensation, will do the work, and the structure is not intended or offered for sale. ,)?1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service To I000A 46. NEW CONST. DWELLIG UP. W N OR ADDNS. ( 8 ACC. BLDS. so SO 3.5aFT. 16.17 NEW CONST.MULTI.OUTLET NON•RESID. C CIRCUITS 97.50 OWER APPARATUS 8 SINGLE OUTLET CIR. Ex. OCCu OUTLET OR FIXTURES 2L@''0e BA L @ .SO Ex. Occup. oinELETS RNS IS o.DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 36.17 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and .will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 -of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling 15.00 Hood 6.50 ' Ventilation 4.50 PERMIT FEE $ 54.9 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) e�(AYFP I certify that in the performance of the work for which this permit is issued, 1 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 fo with c ply with thos provisio s. � � X Date � Z 2 �.__/ _ S nature of Applicant - ❑Owner ntractor� Agent An OSHA permit is required for excavati n over 5'0" eep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 co T. TOTAL FEE $ 687.92 HAZ. i D. FEES IMP _ 0 FLOOD �� COF pqq HD ISSUE 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 PERMITEXPIRES ON (Dae Receipt No. .2 zc 3�C%.� ;z S J$%• T�l WHITE-D.D.S.-B.D. CANARY ASSESSOR P •INSPECTOR GOLDENROD-APP vKtis.�d�:...:.:r+b�;;�iiw.��"""%"°�v.ff,,i�y�.7.�.!!�d'.y[, t��^,A7�'�is�;f�'7FM'"`'�",�+�'�v?�i�"�lf+�•'��i-r�y�.'i,.r�j. w...�r• CO,,''9NTY OF BUTTE '-DEPARTMENT OF DIVE-46PMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET 0 OWNER: Wo C r ASSESSOR PARCEL NUMBER: Q 6 �% Z190 -y 13 Proposed Building Use: S Building Inspector: Date: a 7 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted.----------------------------------------------:-------------------------------------- � 3 Plot plans, ans, 3/4 sets, signed by theP eParer of plans ans. ------ ------- 1= M ------------------------------ -------------- ------------- Z.= ------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. El 4. Engineered plans, 3/4 sets, with wet signature on plans. All engineeenng, must be shown on plans. -------- t ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ----------------- ❑ 6. Energy Design Compliance and supporting documentation. ----------------- ------------------------------------ ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. -------------------- - �' ---------------------------------- 118. --------------------------------- ❑8. Hazardous Material Form. -------------------------- ----------------------- --------------------------------------- ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications.------------------ Feesof $ 7 . ci Z..r------------------------j(-_------------'-------------=-------------------------- /U Impact fees as shown on the attached schedule. Y�-'Q��---------------------------------- =-------- ?j ❑ 12. California Department of Forestry plan approvaUfees. ----- ----------------------------------------- 0 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- 4. Sanitation and plot plan approval e ( e0 Health Department. ------------------------7------------------ O 15. City of Chico plumbing permit. -------------------------------------------------------------- --------------------- El 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: __________________________ ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway construction approval prior to occupancy) - ---------------------------- ?' ❑20. Pre -inspection for required Request to Building Inspector on (Date);s'� ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 0 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- j"V caner-Builder Verification (Given to owner ❑, Mailed to owner ❑).------,% etter of signature authorization. -------W- -------� °-='--`L - _`------------------------ ----- —6_7 �c ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance.-------------------------------------------------------------------{ ------ 028. Existing violations and/or expired permits. --------------------------------------------- I ------------------------ ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ --------------- 030. Other: When you issue the permit, process as follows 11 Mail to owner, ❑ r1 to contractor. CSZTelephone fj % 3 - 24J'S/ , and hold for pickup at CM.tl C.,_> offs Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: _ with i I 1. Index pen -nit application for the above items numbered:- % �Kl ❑ Plan 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 r' n counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. E.H. USE ONLY Plot Plan Attached Floor Plan Attached e Sent to B.D. 2•-3- 9i / TO: Building Department i FROM: Environmental Health SUBJECT: Sanitation Clearance Alarrti2 0- Ere 1•/D/F 1-31i(4 S�t 6Lm C -t ��OA, �'4 - 2-5 - 06.3— Owner Location AP# Plan Approved for: Sewage Disposal V' Water Supply: Public Private Well Clearance for dwelling. Other ffec�� Tor 4awe- rem as _s"wet e -i, OnnrOVa Htmrr Place. Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 9-3-97 Date d -11 COUNTY OF BUTTE -DEPARTMENT OF JQEVELOPMENT SERVICES -BUILDING DIVISION ' 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 97— x—s-- ASSESSOR PARCEL NUMBER 28�� 13 ZONING BUILDING PERMIT OWNER TELEPHONE C( WOLF 73- SO, �, OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS l3196 Sner-SCAJ CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Soo Do Total Valuation $ q8 ARCHITECT OR ENGINEER A' I�p{� QW O rJN AwKeds LICENSE NO. Filing Fee $ 20.00 Permit Fee $Lm rz5 ARCHITECT OR ENGINEERS MATING ADDRESS ,20 $'i• H -r I0,1 (lu Plan Checking Fee $ BUILDING ADDRESS Q /. 1 to $ �3_ Energy Plan Checking Fee CD $ PERMIT FEE $ 41,86.� LOTNO. SUBDIVISION'S NAME PARCEL MW PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SIX Duplex ❑ Mobilehome ❑ Other SPECIFYEach Each Trap .3 7.00 _ Solar or heat pump water heater 23.00 Water piping 15.00 Is-- LV gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition V Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: SfXodl l FLOOR /�� 1 T'lan/ (-y_02 Ki Sf w G 649AG`- Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15-60 Mobile Home I S I G I W 1@20.00 PERMIT FEE S 71_ Od ELECTRICAL PERMIT Fling Fee 20.00 Main Service 20OA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER 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 as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. . ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the- performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shallTOTAL not employ any person in any manner so as to become subject to workers' 1 compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X - _ Date Signature of Applicant • ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO Zoom 46.00NEW CONST. DwELrJNG OCCUP. 3.S¢so' - OR ADONS. a ACC. BLOCS. ZN.AES.D MULTI.OUTLtT @7.50 APPARATUS a SINGLE ounET CIR. Ex. Occup. OUTLET OR FIXTURES 30 °' 00 BALL o .w Ex. Occup. OuxT rs q� D.o� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 36-11 MECHANICAL PERMIT Fling Fee 20.00 Heating 1.5- OO Cooling 30 Hood 6.50 Ventilation q _50 PERMIT FEE S _50 Mobile Home Installation Fee $ Energy Inspection Fee $ y(V - c� occ CONST TYPE FEE $ S �- 2 I I IHAZ. 10. FEES IMP FLOOD I coF PARCEL I PD Ho I ssuE 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. �D 8y PERMIT EXPIRES ON (Dual Receipt No. Z_ -.—q a 2_7 IREt1 'JHIrE 0 D S -0 J. CANAR -ASSESSOR PI -INSPECTOR GOLDENROD -APPLICANT .... :ir.� liJ .•, •�-:*1'y�i l�.r'-~"'��11T\t�r'^j�•��i 7`.ti.rY-.�Cv4arr3rrKRr-...-.�r+v.+r.'«r"'.�'cy`7rf`^'.,o^.,,�; f•,'s.,.�,yv'.y*. •..y,,,,��•r. -.••....-^war•,7,�gr.y,�.l •,�,....--.:.,.a...,�..>r,-...».n.•-,.r..�..•.;�,.r—..-t,... ,,,,. _ r • �` . t � r.'�; r.�n,��. rr.i•..'f•. •Sf ' • M n.rrt'•' r Z BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (%` 1 (One form per Building) School District OA gM bi,5 j Building Department No. _ A.P. Number (.J fA 9-29Q%(� �� Jurisdiction: City /t'rAkGA RI`s ,' FICf Wo &F -Property.Owner: ►Property Location/Address" 3 /, ( W "f� 'f'Slit/1 0 Subdivision •fA Lot No. . Residential Development No of Living Mobile Home Addition Units Installation Commercial/Industrial County Sq. Footage (Group R) Sq. Footage New Addition (Including Exterior -AV Roofed Areas) z7zt&,,� 8-,F,6-97 Building Department Representative Date - u-ioor runs reviewea Dy bcnooi uistnct versonneii District Identification No. �� ✓ZQ � ,¢�/ ,✓`,• %School District certifies that -] � 6(A�p-�plicAvn� ..135 (Street Address) (Phone Number) (City) has complied with the requirements of Resolution No. representing '/& Z , square feet. School District Representative Paid by Check # --ter Remarks: '5,7. Code) by payment of $ 0 B 2926 $ ULL MITIGATION $ 4Z4 � 2 Z /Sy Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), 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 (2/97)dmm Job number >> 8/20/97 9:33 AM 9727 Structural Calculations for Project >ROOM ADDITION Plan Name >WOLF RESIDENCE Address >.nAGALIA,CA. Bruno & Hawkins Architects 20 Constitution Dr. Ste. A Chico, Ca. 95973 (916) 895-1125 (916) 893-0532 Fax !;ALCDAI. ---------------------------------------------------------------- r:30 PM 4/20/93 -- ---- Re.v 4-20-94 Calculation data ------------------------------------------------------------------------ Description >> ------------------------------------------------------------------------ Jurisdiction Butte County Code referenced. 1994 UBC Wind loading Basic wind speed 80 MPH Exposure 8 Seismic loading Seismic Zone 3 Gravity loading Roof live load 20 PSF Floor live load 40 PSF Balcony.live load: n/a . Soil data Allowable bearing: 1200 PSF y 2 LOAD -S 4:28 PM --------------------------- ------------------------------------ REV 8-13-92 LOAD SUMMARY MODULE 8/19/91 ---------- =------------------------------------------------------------- DESCRIPTIOPI >>WOLF RESIDENCE >> - ---------------------------------------------------------------------- ASSEMBLY >ROOF SLOPE > 4.00iP1 i2 p 16.43 DEGREES NOS. DESCRIPTION 12 COMP ROOFING 22 1/2" PLYWOOD 43 2X8-14" 43 2 X 8- 24" 59 INSULATION 64 MISC. 83 1/2" GYPSUM BD UNIT WT. PITCH? ADJ. WT. 2.00 2.00 1.50 1.50 1.50 1.50 1.50 1.50 1.00 1.00 2.00 2.00 2.50 2.50 ------------------------------------------------------------------------ DL 12.00 USE:' 12.00 PSF LL 20.00 PSF ------------------------------------------------------------------------ TL 32.00 PSF ASSEMBLY >FLOOR 1 SLOPE > IN 11 > DEGREES 'N0: DESCRIPTION 64 MISC. 24. 3/4" PLYWOOD 50 1X12-16" 59 INSULATION 64 MISC. 84 5/8" GYPSUM BO UNIT WT. PITCH? ADJ. WT. 2.00 2.00 2.30 2.30 3.30 3.30 1.00 1.00 2.00 2.00 2.80 2.80 ------------------------------------------------------------------------ OL 13.40 USE: 14.00 PSF LL 40.00 PSF ------------------------------------------------------------------------ TL 54:00 PSF . c: LOAD -S 4:23 PM =-------------------------------=--------------------------------------- REV 8-13-92 LOAD SUMMARY MODULE 8/19/97 ------------------------------------------------ : >>WOLF RESIDENCE ------------------------------------------------------------------------- ASSEMBLY' >WALL 1 SLOPE > IN 12 o > DEGREES NO, DESCRIPTION 23 5/8" PLYWOOD 34 2X4-16" 59 INSULATION 64 MISC. 84 5/8"GYPSUM BO UNIT WT. PITCH? ADJ. WT 1.80 1.80 I.10 1.10 1.00 1.00 2.00 2.00 2.80 2.80 ------------------------------------------------------------------------ OL 8.70 USE: 9.00 PSF LL PSF ------------------------------------------------------------------------ TL 9.00 PSF ASSEMBLY > SLOPE > IN 12 o NO. DESCRIPTION > DEGREES UNIT WT. PITCH? ADJ. WT. ------------------------------------•----------------------------------- OL USE: PSF LL PSF ------------------------------------------------------------------------ TL PSF MAXSPAN2 4:30 PM ------------------------------------------------------------------------ Rev 9i-28-93 Wood joists - span capacity 8/19/97 Description >>RAFTERS ------------LOADING DATA ----------- ;------------ GENERAL DATA ------------- Dead load > .012 ksf ;Load duration factor > 1.000 Live load > .020 ksf ;Joist spacing > 24.000 inches Total load > .032 ksf ;Repetitive (Y/N)?> Y Tributary load > .064 klf ------------------------------------ Concentrated load> .000 kips Eq uniform load' > .000 klf ' ---------------------------SECTION PROPERTIES --------------------------- Member thickness > 1.500 inches Member width > 7.150 inches Section modulus > , 13.141 in"3 Area > 10.815 in"2 Moment of inertia > 47.635 in"4 --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft FV Fcl Fc° E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.200 (APPLY TO Fb) 6LL > .470 inches Size factor Cf > 1.200 (APPLY TO Ft) Check uniform OL additive with concentrated Size factor Cf > n > 1.050 (APPLY TO Fcu) Check stresses due to concentrated loading.... Repetitive member factor Cr > 1.150 > .000 kips Adjusted values > .000 kips V cap of joist > .689 Species Grade Fb Ft Fv Fcl Fc, E DFL NO2 1208 690 95 625 1365 1600000 -----------------------------MAXIMUM 1.322 SPANS ------------------------------ % of allowable Max. span as limited by: Bending > 12.856 feet Shear > 21.523 feet Total load deflection (L/240) > 13.832 feet 6TL > .691 inches Live load deflection (L/360) > 14.128 feet 6LL > .470 inches -------------------------CONCENTRATED LOAD CHECK ------------------------ Check uniform OL additive with concentrated load? > n Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading.... V uniform OL > .000 kips V concen'tra'ted load > .000 kips V cap of joist > .689 kips <ok> % of allowable > 100 M uniform DL .. > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > 1.322 ft -kips <ok> % of allowable > .000 ---Deflection--- Uniform Dl deflection > .000 inches Concentrated load deflection > .000 inches Total load deflection > .000 in. L/ 0 1 Ott - ('j, 1.) i-( 1ti1�C10,S/z,J(, 10 C5/v' -A OLAE:l 4- P(0 7 Pte, SSBM 6 4:36 PM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 8/19/97 --------------= -------------------= -------------------------------------- Description >) FB -1 --------------------------------- GENERAL -------------------------------- Span (L). ),;11.610 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (YIN) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 12.210 --------------------------------ACTIONS--------------------------------- Uniform dead load > .226 kips/ft 34 % TL Uniform live load > .440 kips/ft 66 % TL Uniform total load > .666 kips/ft End reactions ........................... DL > 1.997 laps LL > 3.891 kips TL > 5.884 kips Design loads ................ :...... :;... Total load moment (M) > 25.993 ft-k.ips Total load shear (V) > 5.884 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv FcL Fcll E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > .965 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size. factor Cf > 1.000 Apply to Fca Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 a Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc'- Fcll E DFGL 14F -V4..; 231.7 1150 165 650 1650 1800000 --------------------------------BEAM DATA------------------------------ Member width > 3.125 inches Member depth > 16.500 inches Required Actual. Comment S (in"3) > 134.646 141.197 <ok> A (in"2) > 45.167 51.563 <ok> I (in"4) > 1169.824 ------------------------------DEFLECTIONS------------------------------- Total load deflection > '694 inches L/ 306 <00 Live load deflection > .458 inches L/ 463 <00 Dead load deflection > .235 inches Minimum camber (glu-lams) > .353 inches (1.5*DL deflection) Standard 2000'R camber. > .234 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area ) 9.052 in"2 Minimum length > 2.897 inches Assuming full width bearing Mr SSBM-6 4:39 PM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM.LOAD 8/19/97 Description >> FB -I » --------------------------------=GENERAL-------------------------------- Span (L) > 17.670 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 > .226 kips/ft 34 % TL Uniform live load > .440 kips/ft , 66 % TL Uniform total loaf > .666 kips/ft End reactions ........................... OL > 1.997 kips LL > 3.881 kips Tl > 5.884 kips Design loads ............................ Total load moment (M) > 25.993 ft -kips Total load shear (V) > 5.884 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 > .987 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fc' Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 R Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft FV FcL Fc° E DFGL 24F -V4 2369 1150 165 650 1650 1800000 --------------------------------BEAM DATA ------------------------------- Member width > 5.125 inches Member depth > 13.500 inches Required Actual Comment S (in"3) > 131.671 155.67Z <ok> A (in"2) >. 46.681 69.188 <ok> I (in"4) > - 1050.785 ------------------------------DEFLECTIONS------------------------------- Total load deflection > ,112 inches L/ 275 <00 Live load deflection > ' .510 inches L/ 416 <06 Dead load deflection > .262 inches Minimum camber (glu-lams) > .393 inches <1.5*DL deflection> Standard 2000'R camber > .234 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 9.052 in'2 Minimum length > 1.766 inches Assuming full width bearing L' SSBM-6 8:52 AM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 8/20/97 Description >> FB -2 ---------------------------------GENERAL------------------------ Span (L) > 21.000 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 > .194 kips/ft 40 % TL Uniform live load > .290 kips/ft 60 % Tl Uniform total load > .484 kips/ft End reactions ............................ OL > 2.037 kips LL > 3.045 kips TL > 5.082 kips Design loads ............................ Total load moment (M) > 16.681 ft -kips Total load shear (V) > 5.082 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values .Species Grade Fb Ft Fv Fc -1 Fel E DFGL 14F -V4 ' 2400 1150 165 650 1650 1800000 Size factor Cf > .965 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 Fcl Fc° E DFGL 24F -V4 2317 1150 165 650 1650 1800000 --------------------------------BEAM DATA ------------------------------- Member width > 3.125 inches Member depth > 16.500 inches Required Actual Comment S (in'13) > 138.207 141.191 <ok> A (in"2) > 40.150 51.563 <ok> I (in'4) > 1169.824 ------------------------------DEFLECTIONS------------------------------- Total load deflection > 1,006 inches L/ 251 <OK> Live load deflection > .603 inches L/ 418 <00 Dead load deflection > .403 inches Minimum camber (glu-lams) > .605 inches <1.5xD1 deflection> Standard 2000'R camber > .331 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 7.818 in"2 Minimum length > 2.502 inches Assuming full width bearing V Z SSBM 6. 8:52 AM, ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 8/10/91 ---------------------------------------------------- -------------------- Description >> FB -2 GENERAL Span (L) . > 21.000 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 > ..194 ,kips/ft 40 % TL Uniform live load > .290 kips/ft 60 % TL Uniform total load, > .484 kips/ft End reactions ........................... OL > 2.037 kips LL > 3.045 kips TL > 5.082 kips Design loads ............................ Total load moment (M) > 26.681 ft -kips Total load shear (V) > 5.082 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade. Fb Ft Fv Fri Fc° E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Site factor Cf > .916 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fc' 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 F0 E. DFGL 24F -V4 1341 1150 . 165 650 1650 1800000 --------------------------------BEAM DATA ------------------------------- Member width > 5.125 inches Member depth > 15.000 inches Required Actual Comment S (in'3) > 136.151 192.188 <ok> A (in"1) > 40.100 16.815 <ok> I (in"4) > 1441.406 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .816 inches L/ 309 <00 Live load deflection > .489 inches L/ 515 <DK> Dead load deflection > .321 inches Minimum camber (glu-lams) > .491 inches <1.5*DL deflection> Standard 2000'R camber > .331 inches --------------------------CHECK MIN. BRG. AREA --------------------------- Minimum area > 1.81$ in'2 Minimum length- > 1.526 inches Assuming full width bearing 'rpm ►�:� w $ loc4�t�►w�C,O��C2�� tz��,oa2� _ ,5�� k�► IZ IS Y- F,:!? - F,:j 1p- F u- It PT FT02 9:19 AM ------------------=----------------------------------------------------- Rev 4-30-93 Point footing 8/20/91 ------------------------------------------------------------------------ Description >>F-1 --------Load data -------------;-------------- Soil data ------------- P >- 5.884 kips ;Soil brq capacity) 1.200 ksf Uniform load > .580 kips/ft Live load % > .500 --------------Concrete --=---------;----------- Reinforcing steel --------- F'c > 2.500 ksi ;Fy > 40.000 ksi M > 18.824 0 > .900 ------------------------------Footing data ------------------------------ Footing size > 2.610 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > 1.069 kips Total P axial > 8.502 kips Total bearinq pressure > 1.193 ksf <ok> Net bearing pressure > 1.043. ksf Factored bearing pressure > 1.461 ksf (1.1*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored V loads - one way action <ok> Vu=(P net)*(effective area) > 3.908 kips Vn=Vc=1(F'c)".5*bw*d > 15.632 kips 0 Vn > 23.069 kips Diagonal tension -.factored loads - two way action <ok> Vu=(P.net)*(effective area) > 9.161 kips Vn=Vc=4(F'c)".S*bo*d > 51.200 kips 0 Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl"2/2 > 1.302 ft-kips/ft Required Rn=(Mu/0)bd"2 > 12.606 psi Required p (bending moment) > .0006 Required As (bending moment) >' 055 1N"2/FT = .146 in"2 Min. required p UBC 2610(f) > .0008 33% increase applied Min. required As UBC 2610(f) > .013 in"2/ft = .194 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. 1 bars e.w. c.:: 1155 PT F1G2 9:20 AM ------------------------------------------------------------------------ Rev 9-30-93 Point footing 8/20/97 Description >>F -2 -------------Load data ------------- ; -------------- Soil data ------------- p > 5.884 laps ;Soil brg' capacity> 1.200 ksf Uniform load 'Y .108 kips/ft Live load % > .500 --------------Concrete----------- ;----------Reinforcing steel --------- F'c > 2.500 ksi ;Fy > 40.000 ksi m > 18.824 0 > .900 ------------------------------Footing data ------------------------------ Footing size > 2.500 feet Footing thickness (t) > Q .000•inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > .938 kips Total P axial > 7.092 kips Total bearing pressure > 1.135 ksf <ok> Net bearing pressure > .985 ksf Factored bearing pressure > 1.380 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu:(P net)*(effective area) > . 3.162 kips Vn:Vc=2(F'c)".5*bw*d > 24.000 kips D Vn > 21.600 kips Diagonal tension -.factored loads - two way action <ok> Vu:(P net)*(effective area) > 8.012 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 > 1.078 ft-kips/ft Required Rn=(Mu/o)bd"2 > 18.717 psi Required p (bending moment) > .0005 Required As (bending moment) > .045 IN"2/FT = .113 in"2 Min. required p UBC 2610(f) > .0006 33% increase applied Min. required As UBC 2610(f) > .060 in"2/ft = .150 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. PT FTG? 9:22 AM ------------------------------------------------------------------------ Rev 9-30-93 Point footing 8/20/97 Description >>F -3 -------------Load data ----- - ------- ; -------------- Soil data ------------- P > 5.082 kips ;Soil brg capacity> 1.200 ksf Uniform load > .580 kips/ft Live load % > .500 -------------- Concrete -------------;---- ------ Reinforcing steel-------- F'c > 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 > 7.470 kips Total bearing pressure > 1.195 ksf <ok> Net bearing pressure > 1.045 ksf Factored bearing pressure > 1.465 ksf (1.7*LL+1.4*DL) -----=----------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action • <ok> Vu=(P net)*(effective area) > 3.357 kips Vn=Vc=2(F'c)".5*bw*d > 24.000 kips 0 Vn > 21.600 kips Diagonal tension - factored Toads -,two way action <ok> Vu=(P net)*(effective area) > 6.504 kips V6=Vc=4(F'c)".5*bo*d > 51.200 kips o Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl'2/2 > 1.144 ft-kips/ft Required Rn=(Mu/o)bd"2 > 19.867 psi Required p (bending moment) > ,.0005 Required As (bending moment) > .048 1N"2/FT = .120 in"2 Min. required p UBC 2610(f) > .0007 33% increase applied Min. required As UBC 2610(f) > .064 in"2/ft = .159 in"2 Minimum reinforcement as governed by: ---Minimum reinfoct ement-- 1 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. I4� ir-2 PT FT62 9:21 AM ------------------------------------------------------------------------ Rev 9-30-93 Point footing 8/20/97 Description »F-4 --------:---aLoad data-------=-----r--------------Soil data ------------- P > 5.082 kips ;Soil brg capacity> 1.200 ksf Uniform load > .580 kips/ft Live load % > .500 --------------Concrete-------------;----------Reinforcing steel --------- F'c > 2.500 ksi ;Fy > 40.000 ksi m > 18.824 e > ..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 > 7.410 kips Total bearing pressure > 1.195 ksf <ok> Net bearing pressure > 1.045 ksf Factored bearing pressure > 1.465 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > •3.357 kips Vn=Vc=2(F'c)".5*bw*d > 24.000 kips 4 Vn > 21.600 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 8.504 kips Vn=Vc=4(F'c)".5*bo*d > 51.200 kips 4 Vn > 46.080,kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl"2/2 > 1.144 ft-kips/ft Required Rn=(Mu/o)bd"2 > 19.867 psi Required p (bending moment) > .0005 Required As (bending moment)' > 048 IN-2/FT = .120 in -2 Min. required p UBC 2610(f) > .0007 33% increase applied Min. required As UBC 2610(f) > .064 in"?/ft = .159 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. ':; i(.a File >LATDATA3 Rev 8-8-95 Wind pressures on structures Descr•iption,)>WOLF RESIDENCE Exposure ,,' 8 C 0 N T I N U ITIES Importance factor > 1.00 2.00 .0203 Basic wind speed > 80.00 mph qs > 16.40 psf Roof pitch > 4.00 in 12 6 > 18.43 degrees * * * PRIMARY FRAMES AHD SYSTEMS .0059 Total wall Direction .0143 .0154 Ht. <0'-15'> <20'> <25'> Assembly description Ce .62 .61 .12 * * * LOCAL AP, EAS AT Cq C 0 N T I N U ITIES WALLS 2.00 .0203 .0220 .0236 Windward walls .80 .0081 .0088 .0094 Leeward walls .50 .0051 .0055 .0059 Total wall .0132 .0143 .0154 ROOF Wind perpendicular to ridge 3.00 .0305 .0330 .0354 Leeward or flat roof .10 .0011 .0011 .0083 Windward roof Slope 2:12 to less than 9:12 .90 .0092 .0099 .0106 Slope 2:12 to less than 9:12 .30 .0031 .0031 .0035 Roof total .0102 .0101 .0118 Wind parallel to ridge and flat roofs .10 .0011 .0011 .0083 * * ELEMENTS ANO COMPONENTS WALL All structures 1.20 .0122 .0132 .0142 Enclosed structures 1.20 .0122 .0132 .0142 Open structures 1.60 .0163 .0116 .0189 Parapets 1.30- .0132 .0143 .0154 ROOF ...; Enclosed structures Slope less than 9:12 1.10 .0112 .0121 .0130 Open structures Slope less than 9:12 1.60 .0163 .0116 .0189 * * * LOCAL AP, EAS AT 01 C 0 N T I N U ITIES Wall corners 2.00 .0203 .0220 .0236 Canopies or.overhangs at eaves or rakes 2.30 .0235 .0308 .0331 Roof ridges at ends of buildings or eaves and roof edges at building corners 3.00 .0305 .0330 .0354 Eaves or rakes without overhangs away from building corners and ridges away from ends of building 2.00 .0203 .0220 .0236 �1 �1 I Y, ez— "-Orr. St M. COLLCTR2 10:40 AM 8/20197 ----------------------------------------------------------------------'--- Rev 2-13-94 Collector design Description » WOLF RESIDENCE ---------------------------------SUMMARY-------------------------------- V1 > 2.670 kips V2 > kips Length subject to V1 > 21.000 feet Diaphragm shear due to VI > .127 kips/ft Length subject to V2 > feet Diaphragm shear due to V2 > kips/ft Shear per foot - shearwalls (v) > .890 kips/ft <Shearwall v> Segment W/O Wall Opng. V1 V2 Force 3.000 W 3.000 Y .000 18.000 0 18.000 Y 2.289 ti ADDITION WORKSHEET - COMPUTER PERFQRMANCE ----------------------------------------- EXISTING - File Name..,.................... WOLFEX Run Title .................. EXISTING Conditioned Floor Area...... 1 274 s;f Standard Design Energy Use. 28.57 kBtu/sf-yr Proposed Design Energy Use. 79.80 kBtu/•f-yr NEW (EXISTING PLUS ADDITION) ` 'File Name .................. . WOL.FA.DD Run Title .................. REMODEL Conditioned Floor Area..... 1701 sf Standard Design Energy Ilse.' 29.99 kBtu/sf-yr- Proposed Design Energy Use. 67.93 kBtU/Sf--yr FLOOR AREA RATIO Floor Existing New Area Floor Area Floor Area Ratio 1274 / 1701 - 0.749 ADDITION DESIGN ENERGY USE FOR NEW (EXISTING PI_U`ti ADDITION) F1 oor• New Area Existing Existing Addition Standard Ratio Proposed Standard De:- i g 29.99 + 0.749 x ( 79.80 -- 28.57). 68.36 ' Note:: If (Existing Proposed - Exist ing Standard) is negative, this difference -is get to zero. IVA . � Y SE- UMMARY- - - Energy Use '03 P Addition Proposed Compliance - (kBtu/sf-yr) Des i g n Des i g Marg i n --- ----------- New .................... 68.36 67.9 0..43 �.. Addition complies with'Corriputer Perforn•ancr� �** _ ADDITION WORKSHEET 1 ADD Project Title.......... WOLF RESIDENCE Date......... 08/21/97 Project Address.......... STET SON (;Ol)RT MAGAI_. I A ,' CA. *v4. 51:� ----- ; (7 (`Id"55 Documentation Aut.hor... GARY HAWK.INS Bruno & Hawkins Buil . in P_erm'i t # '- � 20 Constitution Drive, Ste 1 ^� -- - Plan Check /Date Chico, C A 95973 F (916) 895-1125 ___ _ Field Check/ Date Climate Zone ........... 11 Compliance Method....... MICROPAS4 x4.51 -for 1995 Standards by Enercomp, Inc. M I CROPA54 v4.51 F i l e-WOLFEX Program -ADDITIONS --------- - --- _- - Useri#-MP0666 User -Bruno & Hawkins Ruti-REMODEL ADDITION WORKSHEET - COMPUTER PERFQRMANCE ----------------------------------------- EXISTING - File Name..,.................... WOLFEX Run Title .................. EXISTING Conditioned Floor Area...... 1 274 s;f Standard Design Energy Use. 28.57 kBtu/sf-yr Proposed Design Energy Use. 79.80 kBtu/•f-yr NEW (EXISTING PLUS ADDITION) ` 'File Name .................. . WOL.FA.DD Run Title .................. REMODEL Conditioned Floor Area..... 1701 sf Standard Design Energy Ilse.' 29.99 kBtu/sf-yr- Proposed Design Energy Use. 67.93 kBtU/Sf--yr FLOOR AREA RATIO Floor Existing New Area Floor Area Floor Area Ratio 1274 / 1701 - 0.749 ADDITION DESIGN ENERGY USE FOR NEW (EXISTING PI_U`ti ADDITION) F1 oor• New Area Existing Existing Addition Standard Ratio Proposed Standard De:- i g 29.99 + 0.749 x ( 79.80 -- 28.57). 68.36 ' Note:: If (Existing Proposed - Exist ing Standard) is negative, this difference -is get to zero. IVA . � Y SE- UMMARY- - - Energy Use '03 P Addition Proposed Compliance - (kBtu/sf-yr) Des i g n Des i g Marg i n --- ----------- New .................... 68.36 67.9 0..43 �.. Addition complies with'Corriputer Perforn•ancr� �** _ CERTIFICATE OF COMPLIANCE: RESIDENTIAL. Page 1 CF -1R Project Title........... WOL-F RESIDENCE Dat.e........ 08/21/97 Project Address ........ STETSON COURT MA.GALIA, CA. *v4.51*Documentation Author ... GARY. HAWK INS Eau i-1 d -i ng^Permit #. Bruno & Hawkins _- _ _ 20 Constitution Drive, Ste 1 ; Plan __ -Ch_eck _-/-Da-D te _ Chico, CA. 95973 (916) 895-1125 ield Check/ Date Climate Zone............ 11 --------------------_-- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.51 File--WOI_.FEX Wth-CTZ.1 1592 Program -FORM CF--1R-��--- -�-, User#4-MP0666 User ---Bruno & Hawk -ins Run -EXISTING GENERAL INFORMATION Conditioned Floor Area...... 1274 sf Building Type ..............: Single Family Detached , Construction Type ....... Existing Building Front Orientation. Front Facing 307 deg (NW) Number of Dwelling Units ... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 16.4 % of floor ar�;a Aver -age Glazing U -value.... 0.96 Btu/hr-sf-F BUILDING SHELL INSULATION Component Frame Cavity Shetath-ing ---------------- Insul Assembly Type Type R -value R -value R -value U -value Location/Comments Wall Wood R-11 R-0 R-11 0.098Arront, LEFT, B,QCK r- i g l••i t Door n/a R-0 R-n/a R•--0 0.330 FRONT, GARAGE Roof Wood R-19 R.-0 R-19 0.053 CEILING Floor- Wood R-0 R-0 R-0 0.097 CRAWL FENESTRATION # of Interior Over - Area U- Pari- Shad'i ng/ Exterior- Hang/ Framing, Orientation (sf) Value e -s Description Shading Fins Type Window Front (NW) 50.0 0.940 2 Drapes.Std None None Metal_____ Door Left (NE) 33.3 0.940 2 Drape.. Std 1\lonr None Meta 1 Window Back; (SE) 12.0 0.940 2 Drapes.Std None None Meta I Window Back (SE) 18.0 0.940 .2. Drapes.Std Nora.c None Metal Window Back (SE) 15..0 1.190 1 Drapes.Std None None Metal W -i ndow R g h t (SW) 30.0 0.940 2.. Drapes . Std Norge None Meta •1 Door- Right (SW) 40.0 0.940 2. Drapes.Std None None Metal CERTIFICATE OF COMPLIANCE_: RESIDENTIAL Page 2 CF -1R Project Title.......... WOLF RESIDENCE Date ........ 08/21/97 MICROPAS4 v4.51 File-WOLFEX Wth-00 11592 Program -FORM CF -1R - - - User#-MP0666 User -Bruno & Hawkins Run -EXISTING THERMA.L MASS Area Thickness Type Exposed (sf). (in) Location/Comments Inter•iorHorr Yes 25 2.5 HEARTH Inte.riorVert Yes 40 4.0 VENEE=R FIREPLACE HVAC SYSTEMS Minimum DuctDuct Thermostat .Equipment Type Efficiency Location R -value. Type HeatPump 5.60 HSPF Attic R-2.1 Setback. AirCond 8.00 SEER Attic R-2.1 Setback SPECIAL FEATURES/REMARKS ------------------------- ---._.---_..---_------_------.....---_.-------------------- r - .- CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page S CF -1R:,. Project Title.......... WOLF RESIDENCE Date........ 08/21/97 MICROPAS4 v4.51 File-WOLFEX Wth-CTZ11S92 Program --FORM CF-1R- Userl#--MP0666 User -Bruno & Hawkins Run -EXISTING ------------------------------------------------------------------------------- COMPLIANCE STATEMENT This certificate of compl -i ince 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 build-ing plan to be built in multiple orientations, yny shading feature that -is varied is indicated in the Special Features/ Remarks Section. DESIGNER or OWNER. Name .... _----------- Company. ________._._____._________ Address. Phone ... _--._..----------------.----- Signed.. _070- ENFORCEMENT ___ENFORCEMENT AGENCY Name.... Title .. - - -------- Agency.. Phone - - - ------------------------- --------------------------- Signed .. DOCUMENTATION AUTHOR. Name:... GARY HAWKINS Company. Bruno & Hawk -ins Address. 20 Constitution Drive, Ste 1 Chico, CA. 95978. Phone... (916) 895•-1125 Signed. C4 (date) A is COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... WOLF RESIDENCE Date........ 08/21/97 Project Address........ STETSON COURT --_-_-_ MAGALIA- CA. *v4.534 _ _- Documentation AuthorA. GARY H,'KINS Building')?ermit # Bruno & Hawkins 20 Constitution Drive, Ste 1 ; Plan �Check �/Date Chico, CA 95973 ------------------ (916) ____(916) 89'S-112.5 ; Field Check/ Date Climate Zone ........... 11 Compliance Method...... MICROPAS4 x4.51 for 1995 standards by Enercomp, Inc. MICROPAS4 v4.51 F-ile--WOLFEX Wth-C1'Z11S92 Program -FORM C -2R. -'----y User#-MP0666 User --Bruno & Hawkins Run -EXISTING MICROPAS4 ENERGY USE SUMMARY. ---------------------------- - Energy Use Standard Proposed "Compliance - - (kBtu/sf-yr) Design Design Margin - Space Heating.......... 13.85 32.66 -18.81 = Space Cooling........... 14.72 47.14 -32.42 - Total 28.57 79.80 -51.23 - - * Water Heating not calculated GENERAL INFORMATION Conditioned Floor Area ..... 1 274 sf Building Type..... Single Family Detached Construntion Type Existing Building Front Orientation. Front Facing 307 deg (NW) Number of Dwelling Units ... 1 Number of Building Stories. '1 Weather Data Type.,.... .... . ReducedYear _ Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area............... Glazing Percentage......... Average:: Glazing U -value..... Average Ceiling Height ..... Raised Floor 1 10192 of 1274 s 1274 sf 0 sf 16.4 % of floor area 0.96 Btu/hr-sf-F 8 ft COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... WOLF RESIDENCE Date......... 08/21/97 MICROPAS4 v4.51 File---WOI...FEX Wth-CTZ11S92 Program -FORM C -2R User#-MP0666 User -Bruno- & Hawk.ins Run --EXISTING ----------------------------------------------------------------------------------------- OPAQUE. SURFACES ---------------- Area U- Insul Act Solar Si..,rface (s -f value R-val A.zm Tilt Gains HOUSE - Existing BUILDING ZONE INFORMATION' - Door - 3 Floor ------------------------- # of 5 Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (S'F) (cf) Units itioned Type (.Ft-) (sf) HOUSE 0.098 11 ------- ------- --------- --- Residence 1274 10192 1.00 Yes Setback 2.0 n/a OPAQUE. SURFACES ---------------- Area U- Insul Act Solar Si..,rface (s -f value R-val A.zm Tilt Gains HOUSE - Existing 1 Wall 2 Door - 3 Door 4 Wall 5 Wall u` Wall 7 Wall 8 Roof 9 F 1 oor~ Form 3 Location/ Reference Comments 2.84. 0..098 11 307 90 Yes 6+1.11.2X4.16 front 20 0.330 0 307 90 Yes None FRONT 18 0.330 .0 37 90 No None GARAGE 75 0.098 11 37 90 Yes W.11.2X4.16 LEFT 94 0.098 11 37 90 Yes W.11_2X4..16 LEFT 319 0.0981 11 127 90 Yes W.11:2X4.16 BACK 154 0..098 11 217 90 Yes W.11,2X4,16 right 1274 0.053 19' n/a 0 Yes R.19.2X4.24 CEILING 1274 0.097 0 n/a 0 Yes FC.0.2X6.16 CRAWL_ Area Sur••frace (s•F) HOUSE - Existing •I Window 60.0 2 Door- 33.3 3 Window 12.0 4 W n d o w 1 8.. 0 5 Window 15.0 6 Window 30.0 7 Door 40.0 Mass Type ----------------- F'OUSE - Existing 1 Interior -Hort 2 Interior Vert Location/Comments iiEA2.Tit VENEER FIREPLACE FENESTRATION SURFACES THERMAL MASS Area Thi ck Heat # of Surface -------------------- Vent (-in) Cap i v i t y Sc SC Interior Pan- Frame Open U- Act 21.0 Gjas.s Int Shading/ eS Type Type value Azm Tlt Only Sliade Description 2 Metal Slider 0.940 307 90 0.88 0..78 Drapes.Std 2 Metal Slider 0.940 37 90 0.88 0.78 Drapes.Std 2 Metal Slider 0.940 127 90 0.88 0.78 Drapes.Std 2 Metal 'lider 0.940 127 90 0.88 0.78 Drapes .S-L:d 1 Metal Slider 1.190 127 90 0.88 0.78 Drapes.Std 2 Metal Slider 0.940 217 90 0.88 0.78 Drapes.Std 2 Meta 1 S 1 •i der 0.940 217 90 0.88-0.7.8 Drupes .. F4 -d - Location/Comments iiEA2.Tit VENEER FIREPLACE THERMAL MASS Area Thi ck Heat Conduct- Surface (s'f} (-in) Cap i v i t y R -value 25 2.5 21.0 0.59 R�0.0 40 4.0 21.0 0.59 R-.0.0 Location/Comments iiEA2.Tit VENEER FIREPLACE COMPUTER METHOD SUMMARY Page 3 C -2R Project Title........... WOLF RESIDENCE Date........ 08/21/97 MICROPAS4 v4.51 File--WOI._FEX Wth-CTZ11S92 Program -FORM C -2R User#--MP0666 User -Bruno & Hawkins Run -EXISTING ----------------------------------------------------------------------- HVAC SYSTEMS ------------ Minimum Duct Duck, Duct System Type Efficiency Location R -value E'f'ficiency HOUSE HeatPump 5.60 HSPF Attic R.-2.1 0.780 AirCond 8.O . SEER- Attic, T -k^2.1 0.740,:. SPECIAL FEATURES/REMARKS.- ------------------------- A EATURES>/REMARKS.. HVAC SI7_ING Page 1 HVAC Project Title .......... WOLF RESIDENCE _ Date........ 08/21/97 Project Address.......... STETSON COUNT *:*W ------------------------- MAGAL I A I CA . *v4.511 Documentation Author ... GARY HAWK INS Building Permit # .Bruno & Hawkins 20 Constitution Drive, Ste 1 ----------------- ; PlanCheck/.Date Chico, CA 95973 � (916) 895-1125 _ _ --------------- Field Check:/ Date Climate Zone .......... 1 11 ---....._-_.-._.._--.--_.-__._--.-- Compl•iance Method........ MICROPA.S4 v4.51 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.51 File-WO1._FEX Wth-CTZ11S92 Program -HVAC SIZING User#--MP0666 . User --Bruno. & Hawkins Run --EXISTING ------------------------------------------------ GENERAL INFORMATION Floor Area. ......... 1274 sf Volume ..... 1..................... 10192 cf Front_ Orientation .......... Front Facing 307 deg (NW) Sizing Location............ MAGALIA Latitude ................... 37 .degrees Winter Outside Design...... 18 F Winter Inside Design....... 70 F Summer Outside Design ....... 94 F Summer Inside Design ....... 78 F :summer Range........,,...,.. 35 F Interior Shading Used...... No Exterior Shading Used....... No Overhang Shading Used...... No Latent Load Fraction.,...... 0.2.0 HEATING AND COOLING LOAD SUMMARY Heating Cooling Description (Btuh)- (Btuh)- Opaque Conduction and Solar ...... 15265 3798 Glazing Conduction ............... 10377 319-3 Glazing*Solar-.................... n/a 8895 Infiltration ..................... 8567 1201 Internal Gain .................... n/a 2100 Ducts ........................... 3421 1919 Sensible Load .................... 376aO . 21105 ' Latent Load......,................ n/a 4221 ----------•-- ._--------._----......_ Minimum Total Load 37630 25 326 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, outdoor- design temperatures, coil sizing, availability of equipment, oversi z -i ng safety margin, etc., must also be c ons::i dered . Int i s the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R. Pr-.ojeict Title........... WOLF RESIDENCE Date........ 08/21/97 Project Address ........ STETSON COURT MAG,AL I A , C A . *v4. 51.E —U __ _ Documentat`i on Author- ... GARY HAWK INS * �'**�' �'* ; Bui 1 d i n_g P_____er~mit # Bruno & Hawkins _ _ 20 Consti l.ut•i on Drive, Ste 1 F'.l an—Chr-.:+ck / Date Chico, CA 95973 (916) 895•-1125 ; f= field Check/ Date Climate Zone ............ 11 Compliance Metl-•iod...... MICROP.AS4 v4.51 for 1995 Standards by E.nercornp, Inc. MICROPAS4 v4.51 F-ile--•WOLFADD Wth-CTZ.11S92 Program --FORM CF-1R User#: MP0666 User Bri..rno & Hawkins Run -REMODEL GENERAL INFORMATION Conditioned Floor Area ... .. 1701 s•f Build-irig Type .............. Single Family Detacf-ie_-d Construction Type .......... Existing Plus Addition Building Front Orientation. Front Facing 307 deg (NW) Number of Dwel ling Units .. 1 A n Number of Stories ........... 1 Fl nor Con.strurct-i on . Type. . . . Ra•i sed Fl oc.);~ Glazing Per~centage......... 15.7 % of floor area Average Glazing U -value...... 0.88 Btr_r/hr-sf-F BUILDING SHELL. INSULATION Component Frame Cavity Sheath irig Insul Assembly Type Type R-val ue R-va l r.re. R -value U -value Locat-i on/Comments Wall Wood R--11 R-0 R-11 0-.098 front, 'LEFT, ^----_._ -BACK right Door R-0 R•-n/a R-0 0:330 FRONT, GARAGE—RIGHT Roof Wood R-•19 R-0 R-19 0.053 CEILING Floor Wood R-0 R. --- 0 R-0 0.097 CRAWL Wall Wood R-13 R-0 R-13 0.088 FRONT, LEFT, BACK RIGHT Roof Wood R-38 R•-0 R--38 0.033 ATTIC FloorExt Wood R-19 R-0 R-19 0..048 GARAGE FENESTRATION # of Interior Over - Ar -ea U- Pan- Shading/ Exterior hang/ Framing Orientation (S f) Value es Description Shading Fins Type Window Front (NW) 60.0 0.940 2 Drapes.Std Nor•ie Pone Metal Door Le f•t (NE) 33.3 0 . 940: 2 Drapes . Std None None Metal Window Back. (SE) 12.0 0.940 2 Drapes.Std None None Metal Window Back (SE) 18.0 0.940 2. Drapes.Std None None Metal Window Back (SE) 15.0 1.190 1. Drapes.Std Norre None Metal Window Right (SW) 30.0 0.940 2 Drapes.Std None None Metal Door Ri ght (SW) 40.0 0.940 2_. Drapes. Std Norse Norse Metal Window Front (NW)" 32.0 0.600 2 Drapes . Std Ni ne None Vinyl W•i ndow Left (NE) 70.0 0 . 600 2 Drapes . Std None � Yes Vii riyI Window Back (SE) 6.0 0.600 2 Drapes.. Std None None Vinyl CERTIFICATE OF COMPLIANCE_: RESIDENTIAL_ Page 2 CF -1R 'Project Title.......... WOLF RESIDENCE Date........ 08/21/97 MICROPAS4 v4.51 File-WOLFADD Wth-CTZ.11S92-^Program-FORM -CF-IR --_-._____-_' User#-MP0666 User -Bruno & Hawkins Run -REMODEL Type InteriorHorz InteriorVert InteriorHorz InteriorVert Exposed Yes - 77 -Yes Yes Yes THERMAL MASS Area Thickness (sf) (in) 25 2.5 40... 4.0 25 1.0 30 -1 .0 HVAC SYSTEMS Location/Comments HEARTH VENESN FIREPLACE HEARTH VENEER FIREPLACE Duct Minimum Duct Equipment Type Efficiency Location HeatPump 5.60 HSPF Attic AirCond 8.00 SEER Attic HeatPump 6.60 H SPF None - AirCond 10.00 SEER None Location/Comments HEARTH VENESN FIREPLACE HEARTH VENEER FIREPLACE Duct Thermostat R -value Type R-2..1 Setback, R-2.1 Setback R-0 Setback R-0 Setback SPECIAL FEATURES/REMARKS CERT117ICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... WOLF RESIDENCE Date........ 08/2'1/97 MICROPAs4 v4.51 File--WOLFADD Wti-i--CTZ11s92 _Program -FORM CF-1R-- Use.r#--MP0666 User -Bruno & Hawkins Ri..in-REMODEL COMPLIANCE STATEMENT This certificate of comp l i a ce lists the building features and performance specifications needed to comply with Title --24, Parts 1 and 6 of tl•ae California Code of Regulations, and the admin-istrative regulations to implement them. This certificate has been signed by the -individual with overall design respons•ibiIity. When this certificate of compliance is submitted for a single building plan to be built in multiple orientation: -s, any shading 'feature that is varied -is indicated in,thF„ Special Features/ Remarks section. DESIGNER or OWNER Name.... Company. Address. Phone.. . License. signed.. ENFORCEMENT' AGENCY Name.... Title... Agency.. Phone.. . signed.. (da•te) (date) DOCUMENTATION AUTHOR Name.... GARY HAWKINS Company. Bruno & Hawkins Address. 20 Constitution Drive, Ste 1 Chico, CA 95973 Phone... (916) 895-1125 Signed (date) A H A - ._ •.; MANDATORY MEASURES CHECKLIST: RESIbENTIAL. Page 1 MF -1R Project Title.......... WOLF RESIDENCE Date........ 08/21/97 Project Address........ STETSON COURT : **** ----•--------------_.-- MAGAL.IA, CA. *v4.51* Documentation Author ... GARY HAWK INS I Building E?ermi t # Bruno & Hawkins ----------------- 20 Const'itut'ion Drive, Ste 1 ; Plan Check /Dat.e Chico, CA 95973 - ---------------- (916) 89S-1125 ; Field Check./ Date Climate Zone........... 11 __-_-.--...-.-7- Compliance Method.....,. MICROPAS4 v4..51 for 1995 Standards by Ener comp, Inc. MICROPAS4 v4.51 File-WOl_FADD Wi_h-CT7-11S92 Program -FORM MF-1R User##-MP0666 User -Bruno & Hawkins Run•-REMODEL_. -.-...-------------------- 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 binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere •. i n the documents or ori this checkl i sAt only . BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er ment *150(x): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R--13 wall insulation in framed walls (does not apply to exterior mass walls) . *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R --B in concrete raised 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 qual-it.y - standards. Indicate type and form. ✓ 116-17: Fenestration Products, Exterior Doors and Infiltration/ - exfiltration controls a.. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b .. Manufactured fenestration products have label with certified U -•value, .and •infiltration.certif-ication. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f•): Special infiltration bar~r.ier 'installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built f0eplaces have: a. Closeable metal or glass door b . Outside a i r intake with damper and control . c. Flue damper and control 2. No continuous burning gas pilots allowed. - ✓.' - .- MANDATORY MEASURES CHECKLIST: RESIDENTIAL. Pace^2 MF -'IR Project Title.......... WOLF RESIDENCE Date........ 08/21/97 MICROPAS4 v4.51 F-ile•-WOLFADD Wth--CT2.11S92 Prograrn-FORM-MF-1R.------_-- User#-MP0666 User --Bruno & Hawkins Rlrn-R.EMODEI... SPACE CONDITIONING, WATER. HEATING AND PLUMBING SYSTEM MEASURES Design- Enforee- er ment 1 1 0-13 : HVAC equipment, water heaters, si-rowerheads arid faucets certified by the CEC . 1 50 (h) : Heating and/or cool.i ng loads calculated in accordance- with ccordance^with A.SHRAE, SMA.CNA or ACCA.. 150(1) : Setback thermostat on all applicable hea"t-ing systems. (J) : Pipe and Tank. insulation 1. Indirect hot water- -tanks (e. g . , unfired storage tanks or- backr..rp solar~ hot water tanks) have -insulation blanket' (R.-12 or greater-) or cornb-ir•1ed irlter-ior"-/ex,ter-ior- irrsulatiorl (R.-16 or greater) . 2.. First 5 feet of pipes; closest to water heater tank, non - recirculating systems, insulated (R--4 or greater) . 3:. All buried or exposed piping -insulated in recirculating sections of hot water system. 4.. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot wa-• er "tank. W 15 0 (m) : Ducts arid Faris 1 .. Ducts constructed, -installed and sealed to comply with UMC sections 601 ;arid 603; ducts insulated -to a minimum installed value of R--4.2 or ducts enclosed entirely within conditioned space. 2.. Exhaust fan systems have or automatic dampers. 3. Gravity ventilating systems serving conditioned space hve either automatic or readily accessible, manually operated dampers. _- 1 14: Pool and Spa Heating Systems and Equipment 1 System .is cert -ifi ed with 78% "thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2.. System -installed a.. At least 36 inches pipe. between filter and he fifer- for r, future solar heat -i rig . b.. Cover- for or_rtdoor pools or or..rtdoor spa.. 3. Pool system has, directiorial inlets and a c-irculat ior..i p r..r m p t -i m e switch. '1 1 5 : Gas --fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burn-ing pilot light (Excep-tion: Non --electrical cooking appliance with pilot "< 150 Bt•r_r/hr .) . LIGHTING MEASURES Design- Enforce - e r in e n t 150(k): 40 lurnens/watt or greater- for general lighting in kitchens and rooms with water c l ose•ts ; and recessed c.:ei ;1'i ng fixtures I,C (insulation cover~) approved. COMPUTER METHOD SUMMARY Page 1 C -2R Project Title...... .......... WOLF RESIDENCE --�_-----Date ........ 08/21/97 Project Address ........ STETSON COURT MArAL 1 A , CA.. *v4.51* Documentation Author- ... GARY HAWK INS ui l d -i _ ng-____Permi t- Bruno & Hawkins ---- _------------- 20 _______20 Constitution Drive, Ste 1 Plan Check. / Date. Chico, CA 95973 (916) 895--1125' Fie'ld�Cl-leck/Date Climate Zone ........... 11 ---------------------- Compliance Method....... MICROPAS4 x4.51 for 1995 Standards by Ener comp, Inc. MICROPAS4 v4.51 File._-WOLFADD Wth--CT2.1 1592 Program -FORM C --2R User-#-MP0666 User --Bruno & Hawk -ins Run -REMODEL ; - MICROPAS4 ENERGY USE SUMMARY - - Energy Use Standard Proposed Compliance - - (kBtu/sf-yr) Design Design Mar -gin - Space Heating.......... 15.43 29.68 -14.25 - = Space Cooling.......... 14.56 38.25 - Total 2.9.99 67.93 -37.94 - Water Heating not calculated GENERAL INFORMATION _••___----------------- A h Conditioned Floor Area..... 1701 sf '= Building Type............... Single F;rm-il•y Detached Cons tr••uction Type ......... Existing Plus Addition Building Fronf- Orientation. Front Facing 307 deg (NW) Number- of Dwelling Units ... 1 Number of Building Stories. 1 Weather Data Type.......... Reduced Year Floor Con t.rUCtion Type.... Number of Building Zones .. . C(;)ndi ti oned Volume., ......... . . Footprint Area ............. Ground Floor Area. . .. . .. . . .. . . Slab -On -Grade Area......... Glazing Percentage.............. Average Glazing U -value.... Average Ceiling He•i gh•t:..... . Raised Floor 2_ 13608 cf 1701 s 1274 sf - - 0 's f 15.7 n of floor .area 0.88 Btu/hr--sf'--F " 8 f •L COMPUTER METHOD SUMMARY Page 2 C -2R Project Tit.le.......... WOLF RESIDENCE Date........ 08/21/97 MICROPAS4 v4.51 File-WOLFADD Wthr CT7._1 1592 Prograrrr-FORM C-2R User#-MP0666 User --Bruno & Hawkins Run -REMODEL ' BUILDING, ZONE INFORMATION Floor 1I of y Vc,nt Special Area Volume Dwell Cond•- Thermostat Height Vent Area Zone Type (sf) (cf) Units it~ioned Type (ft) (sf) HOUSE 1 ..... _...... Resider -ice 1274 10192 0.75 Yes Setback; 2:0 n/a HOUSE 2. Residence 427 3416 0.25 Yes Setback 8.0 n/a OPAQUE SURFACES Area U- Irr auI Act Solar Form 3 Location/ Sr_rrface (Sf) VaILre R-val A.zm Tilt Gains Reference Comments HOUSE 1 Existing 1 Wall 284 0.098 11 307 90 Yes W.11.2X4.16 front. 2 Door 20 0.330 0 307 90 Yes None FRONT 3 Door 18 0.330 0 37 90 No None- GARAGE 4 Wall 75 '0.098 11 37 90 Yes W.11.2X4.16 LETT 5 Wal1 94 0.098 11 37 90 Yes W.11.2X4..16- LEFT 6 Wall 319 0.098 11 127 90 Yes. W.11.2.X4.16 BACK 7 Wall 154 0.098 11 217 90 Yes W.11.2X4.16 right 8 Roof 1274 0.053 19 n/a 0 Yes R.19.2X4.24 CEILING 9 F1 oor 1 274 0.097 '0 n/a 0 Yes FC . 0 . 2X6. 16 CRAWL HOUSE_ 2 - Existing 10 Wall 109 0.088 13 307 90 Yes W. 13. ?.X4.16 FRONT 11 Wall 156 0.088 13 37 90 Yes W. 1'3.'2X4'. 16 L..EFT 12 Wall 135 0.088 13 '127 90 Yes W.13.2X4.16 BACK 13 Wall 158 0.088 13 2.17 90 No W.13.2X4.16 RIGHT 14 Door 18 0..3.30 0 217_ 90 No None RIGHT 15 Roof 427 0.033 38 n/a 0 Yes R.38.2X4.24 ATTIC 16 FloorCx•t 427 0..048 19' n/a 0 Yes FX.19.2X8.16 GARAGE= FENESTRATION SURFACES it of Vent SC. SC I n ter i <u - Area Pan- Frame Open U- Act Glass Int� Shad•i ng/ Surface (s,f) es Type Type value Azm Tlt Only Shade Des, cription I-fOUSE. 1 - Existing 1 Window 60.0 2 Metal Slider 0.940 307 90 0.88 0-.78 Dr,_.pes . S+d 2 Door- 33.S 2 Metal Slider 0.940 37 90 0.88 0.78 Drapes .Std Wi ndow 12.0 .2 Me +; 1 'Slider 0.940 1 27 90 0 .. 88 0 .. 78 Drapes . Std 4 Window 18.0 2 Metal Slider 0.940 127 90 0."83 0.78 DrapeF,.St:d 5 Window 15.0 1 Metal Slider 1.190 127 90 0.38 0.78 Dr,-pes.w,t:.d 6 Wi ndow 30.0 2 Metal Sl i der 0.940 217 90 •0.38 0.78 Dr<: pes• . S•t.d 7 Door 40..0 2 Me•t:aI Slider 0.940 217 90 0.88 0.78 D•r,_,pes. S + d HOUSE 2 •- F_xis+ing 8 Window 32.0 2 Vinyl Slider 0.600 307 90 0.88 0..78 Drapes -Std 9 Window 20.0 2 Vinyl Slider - 0.600 37 90 0.88 0.78 Drapes. Std 10 Windcaw 6.,0 2 Vinyl Slider 0.600 127 90 0.88 0. 78 Drape- .Std COMPUTER METHOD SUMMARY Page.^3 C -2R Project Title.......... WOLF RESIDENCE Date........ 08/21/97 MICROPAS4 v4.51 Fi le-WOLFADD Wth-CT2.1 1S92 Program -FORM C-2R-��---�___ j User#-MP0666 User -Bruno & Hawk -ins Run -REMODEL. OVERHANGS AND SIDE FINS Y ----Window---------Overhang-------- Left Fin--- ----Right Fin -- Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 2 - Existing N 9 Window. 20.0 4 n/a 2 .5 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 R -value Location/Comments HOUSE 1 - Existing 1 InteriorHorz 2.5 2.5 21.0 0..59 R-0-0 HEARTH 2. Inter•ivrVert 40 4.0 21.0 0.59 R-0.0 VENEER FIREPLACE HOUSE. 2 - Existing 3 InteriorHor-z 25 1.0 2.4.0 0.67 R-0.0 HEARTH 4 Inter--iorVert 30 1.0 24.0 0.67 R-0.0 VENEER FIREPLACE HVAC SYSTEMS Minimum Duct - Duct Dust System Type Efficiency Location R. -value Efficiency HOUSE 1 HeatPump 5.60 HSPF Attic R-2.1 -0.780 AirCond 8.00 SEER Attic R.-2.1 0.740 HOUSE 2 HeatPump 6.60 HSPF None R-0 1..000 AirCond 10.00 SEER None R-0 1.000 SPECIAL FEATURES/REMARKS ------------------------ n M HVAC SIZING Page 1 HVAC Project Title.......... WOLF" RESIDENCE.Da•te........ 08/21/97 Project Address ...... _ . STETSON COURT ------------ e,---------- MAGAL:IA, CA. ___ __ _ __ Documentati on Author .. GARY HAWK INS �:� �**w � � E?------------------ _ri l di ng -Permit # Bruno & Hawkins 2.0 Constitution Drive, Ste 1 Plan-Chec�;ry/YDate Chico, CA 95973 (916) 895-1125 Field Check/ Date Climate Zone........... 11 Compliance Method....... MICROPAS4 v4.51 -for 1995 Standar-ds by Enercornp, Inc. MICROPAS4 v4.51, File-WOLFADD Wth-CTZ11S92 Program -HVAC SIZING User-#--MP0666 User.. -Bruno *& Hawkins Run -REMODEL ----------------------------------------------- --___-_T - =T__------------ .--------- GENERAL INFORMATION Floor Area ................. 1701 sf Volume ..... .................. 13608 cf Front Orientation.......... Fronk Facing 307 deg (NW) Sizing Location. _ .......... MAGAI_IA Lati•tude................... 37 degree---, lAinter Outside Design...... 18 F Winter Inside Design....... 70 F Summer Outside Design...... 94 F Summer- Inside Design....... 78 F Summer Range................. 35 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used ...., No Latent Load Fraction....... 0.20 IN HEATING AND COOLING LOAD SUMMARY Heating Cooling Description (Btuh) (Dtuh) Opaque Conduction and Solar-...... ------ ------------ 19949 5054 Glazing CondLlr_t'ion................ 121861 3750 Glazing Solar .................... I"1/a 10849 Infilt:.r,at`ion......."...".............. 11438 1503 Interi"1al Gain . . . . . . . . . . . . . . . . . . . . I"1/a 2p100 D1..ic•ts . .. . . . . . . .. . .. . . . . . _ . . . . . . .. 3421 1 a66 Sensible Load .................... 46994 252.21 Latent Load.................:...... n/a 5044 Min-imum Total Load 46994 30265 -� Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment, Other- relevant design -factors suct•I as a it flow requirements, outdoor design temperatures, coil siz`il-Ig; equipment, oversizing safety margin, etc. , must also be considered. It i.= the HVAC designer's responsibility to consider all factcars whel•'i selecting 'the HVAC; equipment. HVAC SIZING Page 2 HVAC Projects Title............ WOLF RESIDENCE Date........ 08/21/97 MICROPAS4 v4.51 File-WOLFADD Wth-YCTZ11S92 Program -HVAC SIZING User#--.MP0666 User -Bruno & Hawkins Run -REMODEL ---------------------------------------------------- _ ._------------ ------. -- HEATING AND COOLING LOAD SUMMARY 8Y.ZONE --------------------------- ZONE 'HOUSE 1' Floor~ Area ........................ 1274 of Volume ..........................: 10192 c -f ZONE 'HOUSE 2' Floor Area........................... 427 sf Volume ............................. 3416 cf Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 4683 1256 Glazing Conduction................ 1810 557 Glazing Solar .................... n/a 1953 Inf•iltrat•ion............. .... ..... 2871 402 Internal Ga -in .................... n/a 527 Ducts................................. 0 - 0 Sensible Load .................... 9364 4695 Latent Load.....`.................... n/a 939 Minimum Zone Load 9364 5634 t Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 15265 3798 Glazing Conduction ...... .......... 10377 3193 Glazing Solar....... ............. n/a 8895 Infiltration.....................7 8567 1201 Internal Gain .................... n/a 1573 Ducts ............................... 3421 1566 Sensible Load .................... 37630 20525 Latent Load........ ......... n/a 4105 Minimum Zone Load 37630 2.4630 ZONE 'HOUSE 2' Floor Area........................... 427 sf Volume ............................. 3416 cf Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 4683 1256 Glazing Conduction................ 1810 557 Glazing Solar .................... n/a 1953 Inf•iltrat•ion............. .... ..... 2871 402 Internal Ga -in .................... n/a 527 Ducts................................. 0 - 0 Sensible Load .................... 9364 4695 Latent Load.....`.................... n/a 939 Minimum Zone Load 9364 5634 t 064-280-013 99-2759 WOLF, MARCIE 13996 STETSON COURT, MAGALM. CONTR: ART STONE PLUMBING INSTALL NEW GAS PIPING 1 t f COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT — = •'� y ASSESSOR PARCEL NUMBER a it ZONING BUILDING PERMIT OWNER TELEPHONE 73 —; 5rfq SQ. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS I 4 9 jo 54-,-_4,,;0A1 CONTRACTOR'S NAME r. t TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS + Energy Plan Checking Fee $ $ e Oda 4cr t i C, PERMIT FEE $ LAT NO. SUBDIVISIONS NAME J PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE ' SF p�plex ❑ Mobilehome ❑ Other I SPECIFY I Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 -"" Each as water heater or vent 15.00 r►"p TYPE OF WORK // New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation �'Other ❑ Describe Work: Z nJ,a /� itl t r:,1 dr ^S /? ; N P t.eJ ffJl3 4-e/' G►✓ ��✓/ �- Gas piping stem 1 - 5 outlets 15.00 S&-0pe Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE 1 ELECTRICAL PERMIT Filing Fee 20.00 r aaov oR IFss Main Service zo.A OR LESS 23.00 I LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class 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 as their sole compensation, will do the work, and the structure is not intended or offered for sale. ..• C�7� I, as owner of the property, am exclusively contracting with licensed contractors j to construct the project. " ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will 'maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier % Policy Number (The above sections need not be completed if'the permit is for work of a valuation of one hundred dollars ($100) or less.) , .. I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and'agree that if I should become subject to the workers' compensation provisions of tion 3700 of the Labor Code, I shall forthwith cornpely with those rovisi ns. X Date �� 4 % Sighature of Applican - ❑ Owner 9 Contractorgent AnfOSHA permit is required for excavations over 5'0" deep and demolition or construction of structures overe 3 stories in height. Main Service 200A To 1000A 46.00 NEW CONST. DWELLING UP. OOCSO OR ADDNS. ( a ACC. BLDS. 3.5QFT; NEW CONST. mu NON•RESID. @7.50 POWERNGLE APPARATTLET US a SI OUCIR. Ex. Occup. OUTLET OR FDRURES BAL p 1 .50 Ex. Occup. OFuc: EE-DTSA A.Io.DeA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. WiringI 23.00 L PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee Is Energy Inspection Fee Is occ corer. TYPE TOTAL FEE $ HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSU This permit is hereby issued under in the Butte County Code and/or indicated above for which fees have By EZ PERMIT EXPIRES ON o� the applicable provisions Resolutions to do work been paid. -- _ Date S{ — Dy Dale Receipt No. e; 9 -7 (� % WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT In COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION z {° 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT O. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT > OWNER TE 73—,5,7q SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS oN a CONTRACTOR'S NAME /J D iU <_ TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LFireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 3 _ 4 e + 5 c> Energy Plan Checking Fee $ yo,zq La C, $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF 9 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation 12` Other ❑ j� Q n i Describe Work: N e u% 4 S i N� _ �nJ S •�'--1,�- //-- N e � c-4 fir h=e is Gas piping system 1 - 5 outlets 15.00 5, Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o0AORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class 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 as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. OR ADONS. ( & ACC. BUDS. SO 3.5¢FT. NON.RESI�. T. BRANCH CIRCUITS MULTI -OUTLET @7,50 POWER APPARATUS 8 SINGLE OUTLET CSI R. Ex. OCCU OUTLET OR FIXTURES 20 @ 1.00 BAL @ .50 Ex. Occup. OFIXEDTSR� ) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number (The above sections need not be completed If the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' com ensation provisions of tion 3700 of the Labor Code, I shall fo ith co ly with those rovi ' 9 X Date / �W Si tura of Applican - ❑ Owner ff Contractor gent An OSHA permit is required for excavations over 60" eep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ HAZ D FEES IMP I FLOOD I CDF PARCEL PD HD ISSU iv This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRE ON d- the applicable provisions Resolutions to do work been paid. Date ` 8 — Z— G' U Date Receipt No. cR 1T 67 l;2 (e / I WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT f MRS. GUSTAF F. 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