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HomeMy WebLinkAbout017-090-116. - s RESIDENTIAL G` 2i i a r.44.(Vq raAO. 011-28-0-116 3-1386 B4O,E,M /c \ TRIMBOLI, Larry 2484 Honeyrun Road, Chico (add'l sq ftg/91-3114) S C L' L 9A/ Cs N o% A Z Q u5� i ;r � MZ JOPANALEp. (Dot*) q '` $tpnstwe. ` V= OK O = Not OK Not = Not Ready Applicable MOBILE HOMES Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements-Setbacks-Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location-Teat-Fell-C/O Concrete 4. Water; Location-Test-Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp-Concrete 6. Gas; Location-Test-Wrap: / /"L"ft. - / /"Net. or/ /'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3.. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval .8.' Gas and Electricity Tagged 9.' Exits; Insp.-Sketch 10. Cert. of Occupancy MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size=Depth-Spacing-Connectors-Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs: Connectors Shthg: Rfg.-Bracing v ' S. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials POOLS (Plans) OK except N's 1. Setbacks -Easements �, + 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test-Water'Supply Test V=OKE O=Not OK - = Not Applicable = Not Ready RESIDENTIAL. (Single & Duplex) Date/Initials UN FLOOR Plans OK except #'s V Z ning-Setbacks-Easements-Flood-Slope *"Ftg., Main; Soils-Elec. G d. -/j ' Ftg. Depth I -Ftgt, Garage; Soils-Steel-Elec. Grnd. / /" Ftg. Depth *4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth . Stemwalls, Main; Steel-Blockouts-Wrapped 0.. S emwalls, Garage; Steel-Blockouts-Wrapped Dowifs-and Special Anie<ors %,7 lab; Steel -Wrapped -Fireplace Ftg.-Steel Wb.W.V.; Fall -Fitting -Ted -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test �v1. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation I lqa U Date/Initials PLUMBING Permit OK exce Wafer Htr.; Vent-Acca-Combustfo Air -Baffle 1 1 a ipe; Test & Anchor -Nail Protection 1 .W.V.; Test -Fittings & Anchor -Nati Protection 19. S"wer Pan; Test, First Floor -Tub Access 2 est Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL Permit OK except #'s Fixture & Transformer Clearance -Ins. Protection 2T-Elec. Receptacles Spacing -Lights,& Switches at Doors ,24�Size Boxes & No. Conductors -Stapled 2 ._F1 max Installed Close�dgw-of� & C.J. aILK"'p. Ground made up w/Meth. Fastners-Bond Gas & Water 2 2 Appliance Circuts in Kitc en & Conductor Size/GFI 29. Subfeed Wire Size /age. Cu or A.C. Wire Size / / ga. Cu or Al Range Circ. /,'J ga. r A 0yWCirc`. / / ga. Cu or AI. Insulated Neutral ully—es ❑ No 36. Service -Riser Conductors & Ground -Main Disconnect 3 . Equip. Clearances Panels -Motors -Mach. Equip. 3 . Clothes Closet Light-Shower'Light-Spa Light 31t. moke Detector Date/Initials MECHANICAL Permit OK except #'s 34. A.C. Ducts Insulation & Support V nt Fan; Exhaust above insulation Condensate Drain & Overflow; Size & Grade 37. F nance-Vent; Access -Comb. Air -Return Air Vent -115 outlet Attic Access & Platform if Furnance in Attic Date/Initials FRAMING (Plans) OK except #'s 3p!�s, Proper Material & Anchors 4 . Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 4178earing Wells over Girders & Floor Nailing 4 . Draft Stop in Walls roof) 43 F Stops; FLSqed Ceilings- tai Cha ub Headers & Beam -Size & Bearing Date/Initials FRAMING (Continued) 45r."' Hangers -Post Caps -Anchors -Connectors %rte Cing. Joist-Rftr. ties- Puri in=roof Brac-Truss-Shthng.-Rfng. 4Zeo'Fireplace Ties or Type A Flue -Fireplace Throat clearance 48.'Attic Access; Size & Romex Protection -Draft StoD-Ins. Battles *( Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions —l3a.-ITIrage Fire Protection Framing roperty Line Firewall & Openings 5 t. Doors -One 3' -Check Garage -3rd Story, 2 Exits Stairs; Width-Headroom-Rlse-Run-Landina-Fire Protection 5&-151ywood on Roof Overhang -Attic Vents -Rafter Outrioaers '56-SWIng-Nalling Veneer S6-8tocco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic S ear Walls; Nailing -Bolts 7 J��S G >i nsulation-Walls-Ceilings 60. Infiltration -Wells -Windows qt Date/Initials FINAL Plans OK except #'a 6 . Ext. Steps -Door & Sidelight Protection -Landings 9`l Smoke Detector 85. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection Bedroom Exiting (3a G.F.I. & Bath Fixtures & Tub Access -Spa 6K. Elec�Trim & Subpanel; Breaker Sizes & Labels r87- Stairs & Rails Fireplace or Stove; Clearances -Hearth WElec. Outlets at Wood Panel; Int. & Ext. TC Kit.Fixt. & Appliance; Grnd :Alr Gap -Cooking Clearance �lec. Outlets & Receptacles at Kit. Counter P.?'Garege Fire Door, Swing -Landing -Closer .7T A.C,Duct in Garage -Damper ' ;A_`Wtr. Htr.; Vents-Clearance-Qmb. Air-Connector-P.R.V. In Garage; Above Floor-Mech­Protection 75-'Plb., Elec. & Mach. Equip. Listed for Location 7j)--Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77 -'Insulation -Foam -Looked in Attic ❑ Yes Z8' Guard Rails & Deck Construction -Post Caps VI-Fdn. Vents & Crawl Hole Door-Draina e & Wood -Earth Clearance Looked under oor Yes 80!Following instld.; Drive Yes ❑ No; Walks JZYes ❑ No; Planters ❑ Yes ._No �6ta o; Brown -Finish 8eA.C. Unit; Disconnect, Electrical, Plumbing Vents Above Roof; Plbg: Appliance -Fireplace. -Clearance to Openings 84, -Water Well; Disconnect, Electrical, Plumbing B§,,Exterior Elec. Trim; G.F.I. Receptacle -Underground 86 Ventilation Throughout House 87,61ass Protection 88_Porrections from Previous Inspections 80r -Gas Test -Meters Tagged; Gas -Electric 99 -Water & Sewer Connected -C/O to Grade -HD Approval RLiEnergy Compliance Certificate -Other Certificates Comments at Final: Z G aaf70 s OJ W eJ M-.1 J CxJ COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES r'► 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE Ir I Al PERMIT NO. A ffonfoe im pectioo iWdcates that the following violations of Butte County Ordinances exist at tine above address and should be corrected. Please notify this office when correction of work scow4deyedlfyouhave any questions pertaining to this matter, or need additional explanation, pig corset tih-s office immediately. Ito� a7 A' C .l (Z `,f% /• CJS ��rrN C I ru C G 17elC' VL /AJ Date ,` Inspector REVIM h COUNTY OF BUTTE - DEPARTMENT OF PUB IC WORKS PERMIT 7 County CEmter Drive - Oroville, California 95965 - Tele one: 16.538-7541 APPLICAT104:YAND41'ERMIT ASSESSOR PARCEL NUMBER 011-280-116 ZONIN FR -5 BUILDING PERMIT OW Larry & Sheri Trimboli TELEPHONE 342-3160 SO. FT. OCC. BUILDING VALUATION 870 R 46 980.00 OWNER'S MAILING ADDRESS 2484 Honey Run Rd., Chico 95928 CONTRACTOR'SNAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS ' Fireplace CONSTRUCTION LENDER None UNKNOWN Total Valuation 1 $ 46 980.00 LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ 353.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $734.50 Energy Plan Checking Fee $ 20.00 ARC I EC OR ENG NEER ; MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $1.122.50 PLUMBING PERMIT Filing Fee 15.00 2484 Haney Run Rd., Chico Each Trap 3 5.00 15.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF [I Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New 1' Addition Remodel❑ Utilities❑ Installation❑ Other F] Describe work: Additional Sq. Ftg. for B.P. #91-3114 Permit Fee $30.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service R LESS 200A OR LESS 18.50 Main service 20GATO 1000A) 37.50 CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): F-1 I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.a\ OR ACDNS. ACC. BLDGS. // 3.64 sq.ft. 1 30.4 NEW CONSTR ULTI.OUT LET NO N.RESID BRANCH CIRC ITS /� 5.00 l: POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 20 750 EX. OCCUp. OUTLETS FIXED P(RESID )REA.7 I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00Misc. Wiring g 15.00 Permit Fee $45.45 - WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate f Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating 2 16.50 33.00 Cooling 2 16.5 33.00 LHood 6.50 Ventilation 1 4.50 4.50 perrntt Fee $ $5.50 L_2 ontractor I certify that I have read this application and state that the above information is correct. I agree to comply to Ordinances and State Laws relating to building construction, an reby authorize representatives of the Countyot Butte to enter upon the a e-ment' n' d pro'erty for inspection purposes. 1 also agree to save, i rem n e armless the County of Butte against all liabilities, judgm nts, t expenses which may in any way accrue against said County n c ence of the granting of this permit. X Date_S I t'l k :- Signal a of plicant - Owner ❑ Contractor ❑ Agent ❑ An 05 permit is require cavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in e)g Mobile Home Installation Fee S Ener Inspection Fee $ 9Y P 40.00 r7oc� K COV T E V TOTAL EES 1.32 3.45 HAz OFEES IMP FLO CDF PARCEL PD °- H ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do `"fork indicated above for which fees have been paid. IR R OF P WORKS By Dat (•j PERMIT EXPIRES Date 141326 Receipt No. " WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT ed o h Gw� Asso'• Pi s ''T V r7:.v.. „ ..- ,. ..-•-...-..,�-..ti-rn.-..-. -rte- �, .-x').. ti,�.,,, .,, '+-�. -..._ ... .... ��� t�,lC. .Y � � � v....^\..� ��.-_T �« . •. ,.,,�iy .yam.._ .. �a:.A..-tea I COUNTYOF BUTTE - DEPARTMENTOF D SOI LNTSE S -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CAfIF.4RMA95965 - E b NE (916) 538-7541 PERMIT APPLICATION DATA SHEET O•NNER4c' Y- r T y' i ..V �*- ,` A. P. No. OI Proposed Building Use Building Inspector Date 6-// f Z9 3 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECENED BY 1. All items ha a been submitted . .................................... . ... 2. Plot planso/4 sets, signed by preparer of plans . .........::.........:...... . 3, Complete plans, 3/4 sets, sig ed by preparer of plans. ......................... ................. .4. Engineered plans and calcs 4 sets, with wet s_i e . ............ 5. Hazardous Material Form . ............................................. 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. .......... . 10. Fees of $ 11. Impact fees as shown on attached schedule. .�. �� 1. CJis tr i.Cf : Y 12. California Department of Forestry plan approval/fees. ........ . 13. Flood elevation letter (100 year flood) by California. Engineer .:.:.......:...'.. . 14. Sanitation and plot plan approval Lh ' ' Health Department. :...... ZZ 3 15. City of Chico plumbing permit. ..........:...:::.......... ............... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ......... 18. Contact Land Development about (A) Improvements (B) Drainage. ........... 19. Driveway permit (construction approval required prior to occupancy). .. .. ... . 20. Pre -inspection for required. .. o Build 9 i�specto (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .........:............... . 23. Owner -Builder Verification (Given to owner , Mail to owner _). .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ , 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ....................................... . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expir dermits. / t9 Plan check list......LE�TE..%�$.I.�.�.................... . 33. 34. When you issue the permit, process as follows: Mail too ner. Mail t ;con;t�raae Telephone - and hold for pickup at t^ offs a eliver with inspector. Other Parcel Creation Acreage Applicant Date 5 1 ) `[ Copy of Haz-Mat form sent Health Dept. Fire Dept. �i it Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior top rmit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail o�I ter by _ Date Plans checked by Date Plans approved by �S Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works F.H. usr ONLY Sent to TO: Building Department r FROM: Environmental Health SUBJECT: Sanitation Clearance Y, Owner Location AP# Plan Approved for: Sewage Disposal _1,,,-- Water Supply: Public Private Well./---- Clearance ell Clearance for S bedroom Thome. Other &-AeXW Idso" DiNLapwi hQm-b&o 1=,4 r- A fk—�Cks \o_� Hold final for: Final clearance O.K. for: NOTE: 6- Envird'h/mental . -:�u � 4-).) ki. ealth Specialist 8/92 Date COUNTY OF BUTTE - Department.of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been.applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and•materials for construction of the proposed property improvement (yes or no) 2. I (have/have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License -No-.- 4. '1 No:4.I plan to provide portions of.this work, but I have hired the following person. to coordinate, supervise, and provide the major work: Name Address City Phone Contractors-tic-een 5. I will provide some of the work but I have contracted".(hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed:lr _I Property Owner LLNP � ' \ Vyy;3>o � Social Security Number Date S ( `( 4 NOTE: This Ow6er-Builder Verification is sent to you as required by Sections 19831 and 1983.2 of the California Health and Safety Co.de. _ This verification must be completed and returned to our office before we are per- mitted to issue the permit. yu5+`Yr =, + 9 f .,"}yrs�p.n: l t v/t T: yl "wrt vl. ^. 'm >:'RRa7; ;►r! t r:"`+L =,yC':+l��iY7; tsar :.* r e"�1 k "V 7krw}, u+r e, s. "u(r r t - r =S ! BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) ,mow School District ► coup) + t C Building Department No. ' A.P. Number Jurisdiction 0 City County Property Owner Lo r r v 4- r 1 7_6' M Property Location/Address o` hR14 V1 Ad Subdivison Lot No. Residential Development6 0 Sq. Footage No. of Lnnng MHI Addition (Group R) Units Commercial/Industrial 0 0 New Addition (Floor Plans reviewed by School District Personnel) Sq. Footage (Including Exterior Roofed Areas) s-li 3 Date District Identification No. School District certifies that C Let (Applicant) (Street Address) (Phone Number) (City) (States) (Zip Code) has complied with the requirements of Resolution No. by payment of $ 'representing 0 t square feet. School District Representative Date Paid by Check Number Remarks: Bank Number 3 / Paid by Cash 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 Y� , additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) •J feeformmkl (4/92) RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX &1 MISC. ONLY) moi/ � i�l^��2��/ y Bldg. Permit # OWNER �/ A.P. # - - Plan Checker GENERAL ning requirements: (sideyards and number of permitted living units). -2-.'Valuation. `a' --Plans signed by designer. 4--Pr.oper description of work on application. existing violations on property. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). --7" Recorded notice of violation. PLOT PLAN mplete parcel size and dimensions. Vu.Building tbacks, sideyards, easements, etc. her buildings or structures. ading, fills, drainage. ood hazard. ecial conditions on creation map, (noise, CDF, fire sprinklers, non-comb- tible, and foundations). U & FAS road setback. or utilities across lot lines (Record form). FLOOR PLAN omplete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). --;22'__Skylights (Chapter 34 & Sec. 5207). (,51*'Human impact glass (Sec. 5406). `6�/-Required room sizes, ceiling heights (Sec. 1207). U! FCIs in baths, garage, kitchen, and exterior outlets (Article Light fixtures, switches, receptacles, and exterior receptacles tenance of mechanical equipment. 9. Locations of water heater, a ing and cooling equipment, or gas equipment. 1<Garage .firewall, door size, and closer (Sec. 503(d)(3)). 1T-- 3'0" exterior exit door (sec. 3304 (f). 2 at: Fireplace and wood stove location, alcoves, and clearance. -+T. -Smoke detectors (Sec. 1210). .1 -4 -r -Plumbing fixtures, water closet clearances and shower size. 210-8). for main - electrical STRUCTURAL DETAILS Standard bracing or engineered design (Table 25V) Unusual shape, size, or split level house requiring lateral design. Clerestory requiring balloon framing and/or engineering. .4! Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. 7. vations and wall construction details complete enough to construct 8. Roof construction details complete enough to construct building. -91 Fireplace construction details and calcs if necessary. 10. Rafter ties or bearing ridge beam. 11. Garage door or porch header sizes. 12. Stud heights. �ffAdobe soils - special foundation design. Retaining walls requiring design. 15. Special Inspection required. . building 8/91 RESIDENTIAL PLAN CHECKING GUIDE TO LOOK OUT FOR S airway details: landings, rise and run, head clearance, handrails Sec. 3306). • • rdrail details (Sec. 1711 & 3306(j). Brick or stone veneer (Chapter 30). erior plaster - weep screeds (Sec. 4706). oper roof pitch for roof convering (Chapter 32). Roof covering type - (fire hazard). F insulation - protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). V.Flashing c access and ventilation (Sec. 3205). rfloor access and ventilation (Sec. 2516). ustion air for fuel burning appliances - L.P.G. requirements. e requirements on duplexes. gy design. at all exterior openings. responsible area requirements. y� (1cj1V 3 60,E (4e.-.5 9 r,.c N 4-o 6,.y &14 Butte County BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 Larry Trimboli DATE: July 8, 1993 2484 Honey Run Rd. Chico, CA 95928 RE: Proposed'LoQ Residence Dear Mr. Trimboli: A.P: 011-280-116 B.P.# 93-1386 With reference to the above subject, attached is: [XXXJ Plan check list [ J Red marked calculations [ ] Red marked plans Other: ACTION REQUIRED: [XXg]. Comply with plan check list [XXX] Resubmit plans with revisions as required [ ] Resubmit calculations with revisions as required. Remarks: If you should have any questions, please call (916) 538-7541, between 3:00 & 5:00. cc: Gregory Peitz Very truly yours, John . Henry Plan Check Engineer Permit Applicant: Trimboli Permit # 93-1386 A.P. No. 011-280-116 The above referenced plans were reviewed by this office. Provide additional information and/or make revisions to plans,. specifications,. and. calculations as follows: Date: July 8, 1993 Detail 1/11 should show edge nailing of roof plywood and connection of roof diaphragm to log wall. Specify anchor bolt spacing on detail 13/10. %. Note typical roof plywood nailing on plan. Provide complete structural material specifications on plan., including species and grade -of logs. )� Details 5/11 and 13/11 show a cold.joint at footing/slab. _Specify embed- ment requirements of anchor and holdown bolts. Clarify allowable stresses used on sheet 45 of calculations. Calculate and specify camber requirement at 6 3/4 x 19.5 glulam beam at great room floor. Specify bolt size and spacing at porte cochere log beams. XFloor -plywood nailing should be 10" O.C. in field. Note support post at 6 3/4 x 19.5 glulam beam at deck. Note ledger nailing at detail 4/10 per calculation sheet 78. Note purlin beam over bedroom #3 on roof framing plan per calculations. The bolt calculation on sheet 128 is incorrect. The principle involved is providing a connection which resists horizontal shear at the neutral axis (VQ/I). ,,_t ...... - - - - - --- CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The Trimboli Residence Date........ 07/09/93 Project Address........ Honeyrun Road Chico ; q3 - %31?& Documentation Author... Marty Runnells Building Permi-t-79 Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 / 246-9522 Plan Check Date Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check Date MICROPAS4 v4.01 File -93191B Wth-CTZ11S92 Program -FORM CF -1R User##-MP1333 User -Energy Calculation Svcs. Run -6497 SF Log Home - Base GENERAL INFORMATION Conditioned Floor Area..... 6594 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 1 Number of Stories... ...... 2 Floor Construction Type.... Slab On Grade (Package D) BUILDING SHELL INSULATION Component Insulation Assembly Area Type R -value U -Value Location/Comments Wall R-0 0.094 FRONT, LEFT, BACK, RIGHT Door R-0 0.330 FRONT, SEPERATION DOOR Roof R-30 0.031 ATTIC, VAULT, TO ATTIC S1abEdge R-0 0.720 TO EXTERIOR S1abEdge R-0 0.900 TO EXTERIOR Wall R-13 0.089 SEPERATION WALL Floor R-19 0.037 SEPERATION FLOOR Wall R-0 0.000 SEPERATION LOG WALL FENESTRATION FILE COPY, Over - Area U- # of Orientation Framing (sf) Value Panes Window Front (SW) 33.0 0.470 2 Window Front (SW) 10.0 0.500 2 Window Front (W) 47.1 0.470 2 Window Front (W) 149.0 0.500 2 Window Right (SW) 65.0 0.470 2 Door Front (W) 66.8 0.450 2 Window Front (NW) 54.0 0.470 2 Window Front (W) 14.1 0.470 2 Door Front (W) 40.0 0.450 2 Window Left (NW) 22.0 0.470 2 Window Left (N) 70.0 0.500 2 Door Left (N) 48.0 0.450 2 Window Left (N) 8.0 0.470 2 Window Left (N) 19.2 0.500 2 Window Back (E) 203.9 0.500 2 Window Back (E) 35.0 0.470 2 Door Back (E) 80.0 0.450 2 FILE COPY, Over - Interior Exterior hang/ Framing Shading Shading Fins Type Drapes.Std None None Wood Drapes.Std None None Wood Drapes.Std None None Wood Drapes.Std None None Wood Drapes.Std None None Wood Drapes.Std None Yes Wood Drapes.Std None None Wood Drapes.Std None Yes Wood Drapes.Std None None Wood Drapes.Std None None Wood Drapes.Std None None Wood Drapes.Std None None Wood Drapes.Std None ,None Wood Drapes.Std None Yes Wood Drapes.Std None None Wood Drapes.Std None Yes Wood Drapes.Std None Yes Wood FILE COPY, i CERTIFICATE OF COMPLIANCE: RESIDENTIAL , Page 2 CF -1R Project Title.......... The Trimboli Residence Date........ 07/09/93 MICROPAS4 v4.01 File -93191B Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -6497 SF Log Home - Base FENESTRATION Tank Type WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 2 .56 EF 40 R- 12 Over - Area U- # of Interior Exterior hang/ Framing Orientation (sf) Value Panes Shading Shading Fins Type Window Left (NE) 38.4 0.500 2 Drapes.Std None None Wood Window Back (SE) 38.4 0.500 2 Drapes.Std None None Wood Door Back (E) 40.0 0.450 2 Drapes.Std None None Wood Window Back (E) 33.0 0.470 2 Drapes.Std None None Wood Window Back (E) 18.0 0.500 2 Drapes.Std None Yes Wood Window Right (SE) 33.0 0.470 2 Drapes.Std None None Wood Window Right (SE) 10.0 0.500 2 Drapes.Std None None Wood Window Right (S) 109.0 0.470 2 Drapes.Std None None Wood Window Right (S) 16.7 0.500 2 Drapes.Std None None Wood Window Right (SW) 10.0 0.500 2 Drapes.Std None None Wood Window Right (S) 19.2 0.500 2 Drapes.Std None Yes Wood Door Right (S) 40.0 0.450 2 Drapes.Std None None Wood THERMAL MASS Area Thickness Type Exposed (sf) (in) Location/Comments SlabOnGrade Yes 1056 4.0 KIT./BATHS/ENTRY/GALLERY S1abOnGrade Yes 52 4.0 GUEST BATHROOM SlabOnGrade No 523 4.0 TYPICAL SlabOnGrade No 2350 4.0 GUEST BEDROOM ExteriorVert Yes 2486 8.0 EXTERIOR WALLS TYPICAL ExteriorVert Yes 1924 8.0 EXTERIOR WALLS TYPICAL InteriorVert Yes 175 1.0 TUB/SHOWER ENCLOSURES InteriorHorz Yes 294 1.0 SHOWER/LAUNDRY/BATHES InteriorHorz Yes 950 4.0 INTERIOR LOG WALLS InteriorHorz Yes 669 4.0 INTERIOR LOG WALLS HVAC SYSTEMS Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type Gas 0.800 AFUE Attic R-4.2 LivingStat AirCond 10.00 SEER Attic R-4.2 LivingStat Gas 0.800 AFUE Attic R-4.2 SleepingStat AirCond 10.00 SEER Attic R-4.2 SleepingStat Tank Type WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 2 .56 EF 40 R- 12 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... The Trimboli Residence Date........ 07/09/93 MICR0PAS4 v4.01 File -93191B Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -6497 SF Log Home - Base SPECIAL FEATURES/REMARKS This building incorporates a Zonally Controlled HVAC System. All windows and Patio doors shall be Wood framed, with Low -E glass and half inch spacers minimum. Living and Sleeping zones shall seperated by no more than 40 square feet of open area. The 2nd floor Return air for BR's 2, 3, & 4 shall have the return airs located near the -entrances of Bedroom #4 and Bathroom #3. The Master Bedroom and Guest Bed- room shall have seperate return and supply airs. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name.... Greg Peitz Company. Architect Address. 1907 Mangrove Ave. Ste E Chico, CA 95926 Phone... (916) 894-5719 License. GZ(ZB3 Signed.. -2115- -1 ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. date DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Svcs. Address. 1907 Mangrove Ave. Ste D Chico, California 95926. Phone..: (916) 894-8466 / 246-9522 Signed.. p .3 4(date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... The Trimboli Residence Date........ 07/09/93 Project Address........ Hone -run Road Chico Documentation Author... Marty Runnells Company ................ Energy Calculation Svcs. Telephone ............... (916) 894-8466 / 246-9522 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check Date MICROPAS4 v4.01 File -93191B Wth-CTZllS92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Svcs. Run -6497 SF Log Home - Base 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 in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce - *150(a): Minimum R-19 ceiling insulation. er ment 150(b): Loose fill insulation manufacturers labeled R -Value. *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-8 in concrete raised floors. 150(1): Slab edge insulation - water absorption rate no greaterGyC1 than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. A11.4 118: Insulation specified or installed meets CEC quality 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 certification. 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 barrier 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 fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... The Trimboli Residence Date........ 07/09/93 MICROPAS4 v4.01 File -93191B Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Svcs. Run -6497 SF Log Home - Base SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. ✓ 150(1): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (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 water tank. ✓ *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. V_ 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. -�� 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling. fixtures IC (insulation cover) approved. ✓ COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... The Trimboli Residence Project Address........ Honeyrun Road Date........ 07/09/93 Documentation Author... Marty Runnells Company ............... Energy Calculation Svcs. Building Permit Telephone......... (916) 894-8466 / 246-9522 P an C ec Date Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check Date MICROPAS4 v4.01 File -93191B Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -6497 SF Log Home - Base Zone Type LIVING Living >LEEPING Sleeping MICROPAS4 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Standard Proposed Compliance 75438 cf Design 9 Design Margin Space Heating.....:... Space Cooling 10.67 .90 1.77 ........... Water Heating6.71 .......... 8.78 3.96 6 2.07 43015 0.58 4.65 -0.69 Total 23.41 20.26 3.15 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type.... Construction Type•......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area.... Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Ceiling Height..... 6594 sf Single Family Detached New Front Facing 270 deg (W) 1 2 ReducedYear Slab On Grade 2 Vent Area 75438 cf 3981 sf 3981 sf 3981 sf 20.8 % of FA 11.4 ft BUILDING ZONE INFORMATION (Package D) Floor Special # of Vent Area (ft) Area (sf) Volume (cf) Dwell Units Cond- Thermostat itioned Type 3743 43015 0.58 Yes LivingStat 2851 32423 0.42 Yes SleepingStat Vent Special Height Vent Area (ft) (sf) 2.0 n/a 2.0 n/a COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... The Trimboli Residence Date........ 07/09/93 MICROPAS4 v4.01 File -93191B Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -6497 SF Log Home - Base Surface LIVING OPAQUE SURFACES Area U- Insul Act Solar Form 3 (sf) value R-val Azm Tilt Gains Reference 9 Door 40 0.330 R-0 24 Roof 1468 0.031 R-30 25 Roof 176 0.031 R-30 26 Roof 85 0.031 R-30 SLEEPING 0 Yes None 27 Roof 1267 0.031 R-30 28 Roof 303 0.031 R-30 29 Roof 348 0.031 R-30 30 Roof 368 0.031 R-30 31 Roof 141 0.031 R-30 6 ExteriorVert (Thermal Mass) 1 Wall 792 0.094 R-0 2 Wall 41 0.094 R-0 3 Wall 20 0.094 R-0 4 Wall 20 0.094 R-0 5 Wall 27 0.094 R-0 10 Wall 300 0.094 R-0 11 Wall 24 0.094 R-0 13 Wall 804 0.094 R-0 14 Wall 21 0.094 R-0 15 Wall 21 0.094 R-0 16 Wall 41 0.094 R-0 20 Wall 293 0.094 R-0 21 Wall 41 0.094 R-0 22 Wall 41 0.094 R-0 7 ExteriorVert (Thermal Mass) 6 Wall 388 0.094 R-0 7 Wall 20 0.094 R-0 8 Wall 20 0.094 R-0 12 Wall 447 0.094 R-0 17 Wall 509 0.094 R-0 18 Wall 17 0.094 R-0 19 Wall 17 0.094 R-0 23 Wall 506 0.094 R-0 Surface LIVING 32 S1abEdge 33 SlabEdge Location/ Comments 270 90 Yes None FRONT 0 0 Yes None ATTIC 270 29 Yes None VAULT 180 29 Yes None VAULT 0 0 Yes None TO ATTIC 270 29 Yes None VAULT 90 29 Yes None VAULT 0 29 Yes None VAULT 180 29 Yes None VAULT 270 90 Yes None FRONT 240 90 Yes None FRONT 225 90 Yes None FRONT 315 90 Yes None FRONT 300 90 Yes None FRONT 0 90 Yes None LEFT 330 90 Yes None LEFT 90 90 Yes None BACK 45 90 Yes None BACK 135 90 Yes None BACK 120 90 Yes None BACK 180 90 Yes None RIGHT 150 90 Yes None RIGHT 210 90 Yes None RIGHT 270 90 Yes None FRONT 225 90 Yes None FRONT 315 90 Yes None FRONT 0 90 Yes None LEFT 90 90 Yes None BACK 45 90 Yes None BACK 315 90 Yes None BACK 180 90 Yes None RIGHT PERIMETER LOSSES Length F2 (ft) Factor Insul R-val Location/Comments. 10 0.720 R-0 TO EXTERIOR 116 0.900 R-0 TO EXTERIOR COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The Trimboli Residence Date........ 07/09/93 MICROPAS4 v4.01 File -93191B Wth-CTZllS92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -6497 SF Log Home - Base FENESTRATION SURFACES Sc Sc Interior Area # of Frame Open U- Act Glass Int Shade Surface (sf) Panes Type Type value Azm Tilt Only Shade Description LIVING 1 Window 33.0 2 Wood Fixed 0.47 240 90 0.88 0.78 Drapes.Std 2 Window 10.0 2 Wood Hinged 0.50 240 90 0.88 0.78 Drapes.Std 3 Window 33.0 2 Wood Fixed 0.47 270 90 0.88 0.78 Drapes.Std 4 Window 10.0 2 Wood Hinged 0.50 270 90 0.88 0.78 Drapes.Std 5 Window 16.0 2 Wood Fixed 0.47 225 90 0.88 0.78 Drapes.Std 6 Door 33.4 2 Wood Hinged 0.45 270 90 0.88 0.78 Drapes.Std 7 Window 16.0 2 Wood Fixed 0.47 315 90 0.88 0.78 Drapes.Std 8 Window 57.0 2 Wood Hinged 0.50 270 90 0.88 0.78 Drapes.Std 9 Window 14.1 2 Wood Fixed 0.47 270 90 0.88 0.78 Drapes.Std 10 Window 57.0 2 Wood Hinged 0.50 270 90 0.88 0.78 Drapes.Std 11 Window 22.0 2 Wood Fixed 0.47 300 90 0.88 0.78 Drapes.Std 18 Window 22.0 2 Wood Fixed 0.47 330 90 0.88 0.78 Drapes.Std 19 Window 30.0 2 Wood Hinged 0.50 0 90 0.88 0.78 Drapes.Std 20 Door 20.0 2 Wood Hinged 0.45 0 90 0.88 0.78 Drapes.Std 21 Door 28.0 2 Wood Hinged 0.45 0 90 0.88 0.78 Drapes.Std 25 Window 42.8 2 Wood Hinged 0.50 90 90 0.88 0.78 Drapes.Std 26 Window 42.8 2 Wood Hinged 0.50 90 90 0.88 0.78 Drapes.Std 27 Window 10.0 2 Wood Fixed 0.47 90 90 0.88 0.78 Drapes.Std 28 Door 40.0 2 Wood Hinged 0.45 90 90 0.88 0.78 Drapes.Std 29 Window 10.0 2 Wood Fixed 0.47 90 90 0.88 0.78 Drapes.Std 30 Window 37.4 2 Wood Hinged 0.50 90 90 0.88 0.78 Drapes.Std 31 Window 19.2 2 Wood Hinged 0.50 45 90 0.88 0.78 Drapes.Std 32 Window 19.2 2 Wood Hinged 0.50 90 90 0.88 0.78 Drapes.Std 33 Window 19.2 2 Wood Hinged 0.50 135 90 0.88 0.78 Drapes.Std 34 Door 40.0 2 Wood Hinged 0.45 90 90 0.88 0.78 Drapes.Std 35 Window 15.0 2 Wood Fixed 0.47 90 90 0.88 0.78 Drapes.Std 36 Window 33.0 2 Wood Fixed 0.47 90 90 0.88 0.78 Drapes.Std 37 Window 10.0 2 Wood Hinged 0.50 90 90 0.88 0.78 Drapes.Std 39 Door 40.0 2 Wood Hinged 0.45 90 90 0.88 0.78 Drapes.Std 45 Window 33.0 2 Wood Fixed 0.47 150 90 0.88 0.78 Drapes.Std 46 Window 10.0 2 Wood Hinged 0.50 150 90 0.88 0.78 Drapes.Std 47 Window 55.0 2 Wood Fixed 0.47 180 90 0.88 0.78 Drapes.Std 48 Window 16.7 2 Wood Hinged 0.50 180 90 0.88 0.78 Drapes.Std 49 Window 33.0 2 Wood Fixed 0.47 210 90 0.88 0.78 Drapes.Std 50 Window 10.0 2 Wood Hinged 0.50 210 90 0.88 0.78 Drapes.Std SLEEPING 12 Window 16.0 2 Wood Fixed 0.47 225 90 0.88 0.78 Drapes.Std 13 Door 33.4 2 Wood Hinged 0.45 270 90 0.88 0.78 Drapes.Std 14 Window 16.0 2 Wood Fixed 0.47 315 90 0.88 0.78 Drapes.Std 15 Door 40.0 2 Wood Hinged 0.45 270 90 0.88 0.78 Drapes.Std 16 Window 14.1 2 Wood Fixed 0.47 270 90 0.88 0.78 Drapes.Std 17 Window 25.0 2 Wood Hinged 0.50 270 90 0.88 0.78 Drapes.Std 22 Window 40.0 2 Wood Hinged 0.50 0 90 0.88 0.78 Drapes.Std 23 Window 8.0 2 Wood Fixed 0.47 0 90 0.88 0.78 Drapes.Std 24 Window 19.2 2 Wood Hinged 0.50 0 90 0.88 0.78 Drapes.Std 38 Window 32.5 2 Wood Hinged 0.50 90 90 0.88 0.78 Drapes.Std 40 Window 9.0 2 Wood Hinged 0.50 90 90 0.88 0.78 Drapes.Std 41 Window 9.0 2 Wood Hinged 0.50 90 90 0.88 0.78 Drapes.Std 42 Window 19.2 2 Wood Hinged 0.50 45 90 0.88 0.78 Drapes.Std COMPUTER METHOD SUMMARY Page 4 9 C -2R Project Title.......... The Trimboli Residence Date........ 07/09/93 User#CMP1333 v4.01 User-Energy93191CalculationCSvcsS92Runr6497mSF0 ogogra-FRMCHome - Bas e Surface 43 Window 44 Window 51 Window 52 Window 53 Door 54 Window 55 Window Surface LIVING 6 Door 9 Window 27 Window 28 Door 29 Window 35 Window 39 Door SLEEPING 13 Door 24 Window 40 Window 41 Window 51 Window Surface FENESTRATION SURFACES Area # of Frame Open U_ Sc SC Interior P Act Glass Int Shade (s,f) Panes Type Type value Azm Tilt Only Shade Description . 19.2 2 Wood Hinged 0.50 90 90 0.88 0.78 Drapes.Std 19.2 2 Wood Hinged 0.50 135 90 0.88 0.78 Drapes.Std 19.2 2 Wood Hinged 0.50 180 90 0.88 0.78 Drapes.Std 18.0 2 Wood Fixed 0.47 180 90 0.88 0.78 Drapes.Std 40.0 2 Wood Hinged 0.45 180 90 0.88 0.78 Drapes.Std 18.0 2 Wood Fixed 0.47 180 90 0.88 0.78 Drapes.Std 18.0 2 Wood Fixed 0.47 180 90 0.88 0.78 Drapes.Std OVERHANGS AND SIDE FINS Area Window- Overhang Left Fin Right Fin - Left Rght (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 33.4 6.67 n/a 3.5 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 14.1 3 n/a 29.5 8 n/a n/a n/a n/a n/a n/a n/a n/a 10.0 5 n/a 11 2 n/a n/a n/a n/a n/a n/a n/a n/a 40.0 6.67 n/a 11 2 n/a n/a n/a n/a n/a n/a n/a n/a 10.0 5 n/a 11 2 n/a n/a n/a n/a n/a n/a n/a n/a. 15.0 2.5 n/a 4 1 n/a n/a n/a n/a n/a n/a n/a n/a 40.0 6.67 n/a 14 4 n/a n/a n/a n/a n/a n/a n/a n/a 33.4 6.67 n/a 7 4.5 n/a n/a n/a n/a n/a n/a n/a n/a 19.2 5 n/a 3 0 n/a n/a n/a n/a n/a n/a n/a n/a 9.0 4 n/a 3 0 n/a n/a n/a n/a n/a n/a n/a n/a 9.0 4 n/a 3 0 n/a n/a n/a n/a n/a n/a n/a n/a 19.2 5 n/a 3 0 n/a n/a n/a n/a n/a n/a n/a n/a INTER -ZONE SURFACES Area (sf) LIVING/SLEEPING 1 Wall 742 2 Floor 1701 3 Door 60 4 Wall 766 Mass Type LIVING 1 S1abOnGrade 3 S1abOnGrade 5 ExteriorVert 9 InteriorHorz Insul Form 3 U -value R-val Reference Location/Comments 0.089 0.037 R-13 None SEPERATION WALL 0.330 R-19 R-0 None None SEPERATION FLOOR 0.000 R-0 None SEPERATION DOOR SEPERATION LOG WALL THERMAL MASS Area Thick Heat Conduct- Surface (sf) (in) Cap ivity R -value Location/Comments 1056 4.0 28.0 0.98 R-0.0 KIT./BATHS/ENTRY/GALLERY 523 4.0 28.0 0.98 R-2.0 TYPICAL 2486 8.0 11.0 0.07 R-0 EXTERIOR WALLS TYPICAL 950 4.0 11.0 0.07 R-0 INTERIOR LOG WALLS COMPUTER METHOD SUMMARY Page 5 C -2R Project Title.......... The Trimboli Residence Date........ 07/09/93 MICROPAS4 v4.01 File -93191B Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -6497 SF Log Home - Base Mass Type SLEEPING 2 S1abOnGrade 4 SlabOnGrade 6 ExteriorVert 7 InteriorVert 8 InteriorHorz 10 InteriorHorz THERMAL MASS Area Thick Heat Conduct- Surface (sf) (in) Cap ivity R -value Location/Comments 52 4.0 28.0 0.98 R-0.0 GUEST BATHROOM 2350 4.0 28.0 0.98 R-2.0 GUEST BEDROOM 1924 8.0 11.0 0.07 R-0 EXTERIOR WALLS TYPICAL 175 1.0 24.0 0.67 R-0.0 TUB/SHOWER ENCLOSURES 294 1.0 24.0 0.67 R-0.0 SHOWER/LAUNDRY/BATHES 669 4.0 11.0 0.07 R-0 INTERIOR LOG WALLS 10.00 SEER Attic R-4.2 HVAC SYSTEMS Tank Type WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 2 .56 40 R-12 SPECIAL FEATURES/REMARKS This building incorporates a Zonally Controlled HVAC System. All windows and Patio doors shall be Wood framed, with Low -E glass and half inch spacers minimum. Living and Sleeping zones shall seperated by no more than 40 square feet of open area. The 2nd floor Return air for BR's 2, 31 & 4 shall have the return airs located near the entrances of Bedroom #4 and Bathroom #3. The Master Bedroom and Guest Bed- room shall have seperate return and supply airs. Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency LIVING Gas 0.800 AFUE Attic R-4.2 0.880 AirCond 10.00 SEER Attic R-4.2 0.870 SLEEPING Gas' 0.800 AFUE Attic R-4.2 0.880 AirCond 10.00 SEER Attic R-4.2 0.870 Tank Type WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 2 .56 40 R-12 SPECIAL FEATURES/REMARKS This building incorporates a Zonally Controlled HVAC System. All windows and Patio doors shall be Wood framed, with Low -E glass and half inch spacers minimum. Living and Sleeping zones shall seperated by no more than 40 square feet of open area. The 2nd floor Return air for BR's 2, 31 & 4 shall have the return airs located near the entrances of Bedroom #4 and Bathroom #3. The Master Bedroom and Guest Bed- room shall have seperate return and supply airs. HVAC SIZING Pagel HVAC Project Title.......... The Trimboli Residence Date:....... 07/09/93 Project Address........ Honeyrun Road Chico Documentation Author... Marty.Runnells Company.......... ...... Energy Calculation Svcs. Telephone .............. (916) 894-8466 / 246-9522 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Plan Check Date Field Check Date MICROPAS4 v4.01 File -93191B Wth-CTZ11S92 Program -HVAC ­SIZING User#-MP1333 User -Energy. Calcul at ion Svcs. 'Run -6497 SF Log:.Home - Base GENERAL INFORMATION Floor Area ................. Volume.. ........... Front Orientation.......... Sizing Location............ Latitude... ... ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... SummerRange........ ..... Interior Shading Used...... Exterior Shading Used....... Overhang Shading Used...... Latent Load Fraction....... Description 6594 sf 75438 cf Front Facing 270 deg (W) CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 28823 15255 Glazing Conduction ............... 28211 15746 Glazing Solar .................... n/a 39093 Infiltration ..................... 47704 15675 Internal Gain .................... n/a 1218 Ducts............................ 10474 8699 Sensible Load .................... 115212 95686 Latent Load ...................... n/a 19137 Minimum Total Load 115212 114823 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, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. HVAC SIZING Page 2' HVAC Proiect Title- .. - . _ _ _ _ _ Tha Trimhro i Pno 4Ao--- MICROPAS4 v4.01 File -93191E Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Svcs. Run -6497 SF Log Home - Base HEATING AND COOLING LOAD SUMMAkY BY ZONE' ZONE 'LIVING' Floor Area ....................... 3743 sf Volume ........................... 43015 cf Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 17771 7912 Glazing Conduction ..... e_ ...... 19285 10763 Glazing Solar .................... n/a 27671 Infiltration ..................... 27201 8938 Internal Gain, ......... o ......... n/a 1218 Ducts. ...... o ........... o ........ 6426 5650 Sensible Load... .......... o ...... 70682 62153 Latent Load ...................... n/a 12431 Minimum Zone Load 70682 74583 ZONE 'SLEEPING' Floor Area ...................... o 2851 sf Volume,........ .................. 32423 cf Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 11052 7344 Glazing Conduction ............... Glazing Solar. 8926 4982 ................... Infiltration, n/a 11422 .................... InternalGain 20503 6737 .................... Ducts n/a 0 ............................ 4048 3048 Sensible Load .................... 44529 33533 Latent Load ...................... n/a 6707 Minimum Zone Load 44529 40240 � / r at rle- ho�' Con.�p(L+\y revtewc� 4:: we +0 occ✓ �A.. -A-�Me. ��a�•e rvo� n( NL,. -ti.evv— w. l l b e cz N e.w J ,cc. C,kc INa YcL4-- cue -S „--cuesCu(( �k� S < eA- BUTTE COUNTY BUILDING DIVISION ' TIME SHEET A. P. NO. C//- 2 Fo - //G PERMIT NO. �`3 �`r NAME DATE TIME ON TIME OFF DIFFERENCE TOTAL all& i OD /V cSb cro Jl2f� G ! P ob Zi s : civ ! s ov �Z-� �'► oa 1 �, o0 G�2� �o 6b Ick', 6-0 t o 0. 3 ', co (9. So fo = 7 0 ocre VSE faleOlS 'p&V1" &-C gR5622 WroA) � U4Z GfA-710/✓ - 70 -70-14-e E 1' -735-1 F = /0 " /Ps / 5°�xs" e6-ftece/x, - Pte. /(o Fip Ft F✓ FC -4 //o -o 650 65 � ZS7753 / o -a r ✓,eN 6f93 SHT J of 1. S--R6u(;;-T74 P s d fr MErHDD: ,qb = 0.4¢2 s-4, W. As = -M r 3,14!6x /2vx 12 �o sa tN- S 'TMCNJ G TK 13 L6PrST o f 5 -, 0.1 x 0.442x 60 = 23,q le - Ps= Pr- - 04 1 2.?AS+44.,,� Pc = o• 6Sx 1.o x 2Soo 2•7x 640 + 4-x462J = 117.0 l w 2 . SotUlcE C4An ®&-Sr6AJ P672- T -26-E 31� rig , 4. 66L7 S -6x I1 c Gotio -3000 Le S Z e---- Ig 1 75-0 tg s MA �/, . mA�< — 4�t 7Eit/SioA) WL Y toe4 066 566. '6,63 T13-gGE 4.0 �5 3 Ta Coz y S�I�UICE L04DS �..... g, go. 11= L. 56 56Z. ?(.Z4- 7v cic c . M IN. of . Ps -- o. 9 Ab s (2-2As J-�t) 56011E loin r=rte. B.So � a� P� -2x i •3 x � .go � 22. �8k- -, (G,r7/NO lO.fv/A/G> ------------- 94P�iFY 4-r 4 W-5 . 14T = 9X O- 112- 2- EC /N. I '`S=2xZk17)< l3Gs&�N• JV/ e7 d. it a F'5 = o -� � o • ¢¢2 x CO = 23.1 k Cry G o s p = C o,GSelxx 2�0� 2- `k13G -� �x lRz S — �? 3 �S 3 = SR6" OAILY O.?o < <q• IC O x Z Sod 3. Z� 9�vc = o, 6 5 x ft o. 4¢2 k I. a X �S6= Gl • q k LOG HOME INSPECTION AND 6RADESTAMPING SUPERVISION In the mid -1970's, Timber Products Inspection, Inc. (TP), was asked by the log home industry and regulatory bodies to extend its expertise in lumber and timber grading to building logs for residential and commercial log structures. In response to this request, TP developed and now provides a nationwide grading and gradestamping program to log home manufacturers. The TP grading rules and design values are based on the nationally recognized standard ASTM D3957 "Standard Methods for Establishing Stress Grades -for Structural Members Used in Log Buildings". In order to design with logs, one must have log design values. To obtain safe design values, logs must be structurally graded. TP's log grading program is, and always has been the leader in the industry, accepted under all three of the National Building Codes and by the U.S. Department of Housing and Urban Development. Under the current TP log grading program, the manufacturer's personnel are trained and qualified to grade and gradestamp their logs in accordance with the TP log grading rules. The TP rules and licensing agreement require that the manufacturer maintain a high conformance rating (95% or better - on average) when monitored by unannounced inspections by TP personnel. Failure to maintain that high rating would result in the loss of gradestamping privileges. The companies listed in this Buyer's Guide are currently approved to grade and gradestamp their logs under the TP program. The TP log gradestamp provides the buyer with the assurance of receiving building logs from a quality -oriented. company who is manufacturing his product under a meaningful quality audit program. TP also provides "lot inspection" grading services for individuals building their own homes, or for small manufacturers or hand crafters whose production is too small for an on-goi program. ng monitoring 116 - ^rm�. 2\ Council of American Building SECRETARMT -• • �, ..,�...� ,..,.r ar.aa.�,Z swrAm KXD1t+K; CODE OF t3tJLDWG OrFFICW.s CONGAESs WTEANAnoNAt~ u4G ADUR418UTORS kATO� ttVC. MW South Workman Mill Road 900 Montclair Rodd Whittier. Calitorttia 906o1 Elirnw+9ham. Alabam;t 35213 4051 West Flossinoor Road Country Club Hills. Mnois W478 NATIONAL EVALUATION SERVICE COMMITTEE REPORT NO. NER-QA27S Reissued January 1. 1991 This report is subject to rcecmmination in 2 yearn Copyrighted o 1991 SBCCI TIMBER PRODUCTS INSPECTION, ENC. dba GENERAL, TESTING AND TIMBER PRODUCTS INSPECTION P.O. BOX 204SS PORTLAND, OREGON 97220 Listing Timber Products Inspection, Inc. dba General Testing and Timber Products Inspection P.O. Box 919 Conyers, Georgia 30207 L SUBJECT Structural edge glued and end and/or finger jointed lumber - applicable national standards. 2- Particleboard - ANSI A208 1.1979, or Performance Standards and Policies for Structural -Use Panels by APA, PRP -108, December 1986. RKPtVgL QENQ1Trussm - Truss Plate Institute Standard TPI48 and IMS n 0'17145. Compliance Assurance and/or Inspection Agency for Structural Glued -Laminated Timber, Particleboards, Trusses, Preservative and Fire -Retardant Treatment by Pressure Process;' Lumber, Plywood, Structural Logs, and Structural, Mechanical, Electrical, and Plumbing Inspection for Prefabricated C-onun ction. IL PROPERTY FOR WHICIi EVALUATION IS SOUGHT Compliance Assurance and/or Inspection Agency IIL DESCRIPTION A Timber Products Inspection, Inn provides compliance assurance and/or inspection agency services for the following in accordance with recognized national standards: 1. Structural glued -laminated timber of species covered by the model codes and graded in accordance with applicable recognized standard grading rules - applicable national standards and applicable technical reports. 4. Preservative treatment of wood by the pressure Process - Standards of the American Wood Preservers Association and the American Wood Preservers Bureau. Flame *cad characteristics of fire -retardant pressure. treated wood specificailY recognized by the National Evaluation Service Committee. S. Lumber grading - Applicable national standards. Machine stress-related Southern Pine and other soh wood species wbdose grading rules provide for machine stress -rated lumber. 6. Plywood grading - Applicable national standards. 7. Wall -log and structural round timber beam inspection services based on specific grading rules contained in NES reports and model codes. 8. Wood Shakes and Shingles - UBC Standard No. 32-8, Part I, Part H, and 32-11. Note: The following labels are inserted so as to satisfy requirements of users of the Uniform Building Code only.. REPORT NO. NER-QA27S PAGE 1 OF 2 This rWait is bated to the sptcijtc product and daro and test npoRa suberteted by the appicmtt in its independent tests woo perA m+ed. by the Notiaw! Euokrotion Seruict Conunifte. and the committee cotton > r+9 the 'wort No tither wwressd or irpird, as to any fin&V or othermatter it this r%=1 a m to any product covered does not Hist any ttnarranm but is not bnited to. merchauabity. Thi neon s afro subject to the Imitation ltd herwL �' "'�01t 'l0i"er i"ck'des F',t1AL aE1 (GRADE) (SPECIES) (PRODUCT TYPE) (DIMENSIONS) ' M&MUrAM40 AMC CUND IM A00040ANCt MTM Aro uxirD+r wino■c coot sruouo no. QUALITY AUDITED 8Y II. TIMBER PRODUCTS INSPECTION NER-OA275 (Mill NAME) (CITY, STATE) JAN FCB NAR APR WAY JUN JUL AUG SEP OCT Nov DEC C3 O »: Cl M PAGE 2 OF 2 EL Genera! Testing aced Timber Products Iaspectiao Provides c=Pklm aauraooe andlar msp== agency services lin Pmfabr MW aonstrucYim spocAWIY reeogttiaed by the Nsucaal Evaluation Service. The scope of inspection iadudes structural, mechanical, electrical, and Plumbing. Iv. EVIDENCE SUBMrr ED 1. TP Manual of Descriptive Services, as submitted with the initial aPPlicatioo dated October 24, 1983, which included the responsible DIE= and address, facsimile of IO APs. and 0enfxates+ description and rules regulating quality control, quality control manuals and inspection forms, additional inspectiO0.and testing programs, overview, tcy Personnel, laboratory facilities, and equipment, and interest discloser. 2 TP letter dated July 16, 1984, which included additional information from the March 9, .1983, Log Horne Grading Rules Quality Control 3. TP letter dated October 17, 1984, which included revised facsimiles of stamps, labels, and certificates. 4. TP letter dated December 16, 1985, which included an updated TP Manual for Structural ,Glue Lam Timbers and an updated TP Manual fpr Preservative and Fire -Retardant Treatment. 5. Timber Products Manual for Structural -Use Panels Submitted under cover letter dated May 20, 1986. 6. TP Manual of Descriptive Services Southern Yellow Pine Taper -Sawn Shakes; Grade and Treatment, dated February 1, 1988. V CONDITIONS OF USE The National Evaluation Service Committee finds that Tunber Products Inspection, Inn and General Testing and Timber Produce Inspection may be recognized as a compliance assurance and/or inspection agency for services noted in Section IM DESCRIPTION of this report when such services are for Products wbicb are spr� recognized by the National Evaluation Service Committee in a current NES or individual model code agency evaluation report. This report is subject to rumination in 2 years WALL LOG DESIG` VALUES (PSI)' SPECIE GRADE Fb•' Ft Fv FcT Fc,, MOE 10(61 I`CENSE CEDAR ' DESIGN VALUES CALCULATED IN ACCORDANCE WITH ASTM STANDARDS Fb VALUES CALCULATED FOR 12 in. DEPTH, MULTIPLY Fb VALUE BY FACTOR F=(12 d)'c1-91 FOR DEPTHS GREATER THAN 12 in. PREMIUM 1250 825 8.0 565 875 0.9 SELECT 1100 725 80 565 775 0.9 RLSTIC 950 625 80 565 675 0.8 WALL LOG 40 725 475 80 565 325 0.7 ------LE ----- WALL LOG 30 525 350 80 565 375 0.7 L PIE - --------------------------------------------------------------- CM "J "� SELECT 1100 975 723 650 65 65 395 725 1.1 395 650 1.1 RUSTIC 825 550 65 395 575 1.0 WALL LOG 40 625 425 65 395 425 0.9 WALL LOG 30 475 325 6-5 395 325 0.9 MIXED SOUTHERN PINE --------------------- PREMIUM 1450 975 85 ;95 950 1.3 SELECT 1300 350 85 595 850 1.3 RUSTIC 1100 'z0 85 593- 750 1.2 WALL LOG 40 850 575 85 595 550 1.0 --------------------- WALL LOG 30 625 415 83 595 425 1.0 NORTHERN PINE ----------- PREMIUM' 1150 775 65 405 775 1.1 SELECT 1000 675 65 405 675 1.1 RUSTIC 875 600 65 405 600 1.0 WALL LOG 40 675 450 65 405 450. 0.9 ------4rALL LOG ---------------------------------------------------------- 30 X00 ;'S 65 405 3'5 0.9 `. :SHITE CEDAR PREMIUM :7: 60 370 550 0.7 SELECT 750 :;0(1 60 370 :00 0.7 RUSTIC: 050 425 60 370 425 0.6 HALL LOG 40 500 ;23 60 ;70 325 .0.5 -------------------;BALL -LOG --O--- ---------------------------------------------- --0 00 370 250 0.= .'�NCIEROs.a PINE PREMIUM .Jij%a c5 44u 7U0 :.1 nE:ECT )uu : J1) %= 44u 600 RCSTIC 7'; = '= :5 44U WALL LOG 40 6C0 400 65 440 400 U.8 WALL LOG ------------------------------------------------------------- 30 4!!U ,00 cis 430 300 0.5 PP - LP PREMIUM 1100 075 65 39.3 700 1.1 SELECT 900 c00 65 X93 600 1.1 RUSTIC 77= "'S 65 393 X325 1.0 WALL LOG 40 600 400 65 395 400 0'.8 ------------------------------------------------------------------------------- WALLLOG 30 350 '300 65 395 300 0.8 ' DESIGN VALUES CALCULATED IN ACCORDANCE WITH ASTM STANDARDS Fb VALUES CALCULATED FOR 12 in. DEPTH, MULTIPLY Fb VALUE BY FACTOR F=(12 d)'c1-91 FOR DEPTHS GREATER THAN 12 in. RESIDENTIAL �r •;011=28=0=116 93-2268- BPE - TRIMBOLI, LARRY 2484 HONEY RUN RD, CHICO DETACHED GARAGE L JOB FINALED (natal Signature V=OK O = Not OK -=NotReadyApplicable MOBILE HOMES ' =Not Ready Date/Initials •MOBILE HOME UTILITIES (Plana) OK except #'a 1. Zoning Requirements-Setbacks•Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fell -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'a 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3.. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fell -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy MISCELLANEOUS Date/I1 EC OVERS CARPORTS, GARAGES Plans OK except #'a o •ng'Requirements-Setbacks-Easements Z Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rig: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9Aiding; Nailing -Veneer -Stucco -Mash 16. Roof; Shthg-Roofing J)e'Ext.; Steps -Doors -Landings Date/Initials POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Mein in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test V=OK O=Not OK - = Not Applicable RESIDENTIAL = Not Ready , Date/Initials UNDERFLOOR (Plans) OK except #'a 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd. / /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fell -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Teat -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Material -Support -Ina. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16, Insulation Date/Initials PLUMBING(Permit) OK t #'a ( ) except 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'a 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27.2 Appliance Circuta in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels -Motors -Meth. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date/Initials MECHANICAL (Permit) OK except #'a 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date/Initials FRAMING (Plans) OK except #'a 39. Sils, Proper Material & Anchors 40. Wells Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (ret proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Single & Duplex) Date/Initials ' FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Ong. Joist-Rftr. ties-Purlin=roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Wells; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date/Initials FINAL (Plane) OK except #'a 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. KIt.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Mach. Protection 75. Plb., Elec. & Mach. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yea 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instid.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown-Flnish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg: Appliance -Fireplace. -Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916.538-7541 • APPLICATION AND PERMIT PERMIT NO ASSESS PARCEL NUMBER 11-280-116 ZO NG BUILDING PERMIT O VUq ER LarrV Trimboli TELEPHONE 342-3160 SQ. FT. OCC. BUILDING VALUATION 2 146 M 38 628.00 OWNER'S MAILING ADDRESS 2483 Honey Run Rd., Chico 95928 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ _38,628.00 LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee J-HII, 00 ARCHITECT OR ENGINEER Gre� Peitz LICENSE NO. Plan Checking Fee $ .50 Energy Plan Checking Fee $ ARCHITE OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 15.00 9484 HanpV Run Rd Chico Each Trap 2 5.00 10.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping I 7.00 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other Garage SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 11 15.00 15.00 Mobile Home S I G I W 615.00 TYPE OF WORK New,'X AdditionE] Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Garage Permit Fee $ 47.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600VORLESS 18.50 200A OR LESS CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200ATO1o0OA) 37.50 NEW CONST. / DWELLING OCCUP.�� V OR ACDNS. 3.60 sq.ft. 75.10 l ACC. BLDGS. f1 NEW CONSTR ULTI.OUT LET NON•RESID BRANCH CIRC ITS ` 5.00 POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 00 760 FIXED APPLINIS Ex. Occup. OUTLETS (RESID )REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 90.10 - WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. CPS I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FilingFee 1 15.00 Heating 1 Cooling g Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read th' I n and state that the above information is correct. I agree to co y to all Coun y Ordinances and State Laws relating to building constructi and hereby aut or)ze representatives of the Countyot Butte to enter upon a above- do property for inspection purposes. I also agree to sa e, ind ify keep harmless the County of Butte against all liabilities, ju gm s, s, and expenses which may in any way accrue against said Cou t equence of the granting of this permit. X Date 7 _j _-t 3 5 g nat of Applicant Owner Contractor ❑ Agent ❑ ❑ An OSHA permit is require excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in ght. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST TYPE TOTAL F E $ 603.60 HAz DFEES IMP FLOG CDj� PARCEL PO HD Issu This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work in ed above fo which fees have been paid. DI CT ELIC WORKS BY Date .- PERMIT EX IRE Date 143622 Receipt No. WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT ...'� ,� ...---r-.�-.-�,........-�-. _..y..V�^r.�--'1�,�J'�:.Ff...,..✓'t-�.•,..�r.-v-`�L.-'�.�...--'^'1�r1^'.,.{4..... �.�L,��� v.•� _,� y. A � �00UNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES - BUILDING DIVISION . ` 7COUNTY CENTER DRIVE - OROVILLE, CAtLIFCYR�NIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATASHEET OWNER /-0 r r r I t A. P. No. Proposed Building Use r Cq 12 Building Inspector Date 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 . ....................................... 2. Plot plans, 3/4 sets, signed by preparer of plans. ....... �. ....... 3. Complete plans, 3/4 sets . i ned by preparer of plans. .... i . ,4. Engineered plans an calcs /4 sets, with wet signature on plans Cc,�. �5�.... . .5. Hazardous Material Form . ........ ................. ! ;. 6. Energy Design Compliance and supporting documentation . .. ................ . 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's .installation instructions, 2 sets. ........... 10. Fees of $..................................... 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ....................... . Flood elevation letter (100 year flooCalifornia Engineer. .. �. Sanitation and plot plan approval M Health Department. ............. 15. City of Chico plumbing permit.................................� ...... . 16. Plot plan and business license approval from City of Biggs/Gridley. ............ . 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. ........... 19. Driveway permit (construction approval required prior to occupancy). .. . . uea 20. Pre -inspection for required. .. a n;la g Inspectors (Date) 21. Contractor's license information. (No., Name Style, Classification) . ............. . 22. Certificate of Workmans Compensation Insurance. ......................... . 23. Owner -Builder Verification (Given to owner , Mail to owner _ ) ............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . Letter of intent on building use . .......................................:. 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :............... ... .- 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ..................................... . 32. Plan check list . .................................................. . 33. .34. When you issue the permit, process as follows: Mail to owner. Mail t ontr ctor. _ Telephone nd hold for pickup at 1 o ce. eliver with inspector. Other s // . Parcel Creation Acreage Applicant Date ) —� – � 3 Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollutiorl\,Date. Copy of plans sent Health Dept. Fire Dept. Date By The following data must be submitted 1. Index permit for above items No. 2. Additional items required: new item not checked above). Contractor, designer, ower, was advised of above required data by phone _ mail Counter by 4Wdate V Contractor, designer, owner, was advised of above required data by _ phone _ mail CouDter by _ Date Plans checked by Date Plans approved by �G9/ Date 2 Sets of plans on hold in File cabinet AP folder /L#'GLO Qin^Z� - Copy - Department of Public Works JAN -11-94 TUE 9:03 En'„' Hea_I th~- � 9168956512 TO: Building Department 1=ROM: Enviroil ment'd Health SUBIECT: sarlitatiort Cic�Irance Owner Locati rr, Plan Approved for: Sewa e Disposal _ water Sup ly: Public Clearance for bedroom mobile home. Other _ P.01 F. 14. 1181: nsI.Y S.nl iii 11.1) AP# Private Well Fold final for:Final clearance clearance O.K. for: NOTE: ul- Date COUNTY OF BUTTE - Department of Public Works 7.County.Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to.provide the ma', labor and materials for construction of the proposed property improvement yes or no)' 2. I(have/have not) signed an application for a building permit fo a proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone 'Contractors License No. 4: I plan to provide portions of this work,.but I have hired -the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors' License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide .the work indicated: Name Address Phone Type of Work Sign NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. ,.. "I .. .: �+ • NYIAfih� -tom .- 1K"g4U01t STa.UWArL&S 11-28-13 � 3_Zo-yd Ge.vv r1M �� G��A�� IFRda- eri- TRIMBOLI, Larry d SChico � J� l 2484 Honey Run R , I&ICcchD,NG - P &A5 t s T eA., w4 Lc S -nZ•— (new sf) , w- 30 -� 2 _ �Z G A 2�G� S rte, 0.✓' A-tti •-- --- -� � qz .R� � asp ��cA,, matt a� �C- o k. 1 ,)�- Senn t�J►�w GathP�rc�l�b� W2AGE 3%3 4- 9.,Cm 'la "it- �1 �C,(t5 giNy CR%�K,s Ibtt f- M"L jA/ VADT R.Q%f%e� l'��. �'�at�►Nrai�l'1W�/ •. t�w�� cV 14- 440T %% Carvell,( � -5 -q?- f p o o,, VA'6 I - �'W LAG LI Fr: 5T, r-� : "�;,�.,,..� . On -9LA v0,01 e s,4 OFFICE COPY .'to Address il:-w 1L Lo.0 LI ffT . /��l er-+r�. GAS Date Meter By -' — ELECTRIC Meter By Da are JOB FINALED (Date) Signature A I r v=OK ' O = Not OK Not =NotReadya' 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/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date - Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3, Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts -Bea ms- Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -C closures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses v 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -landings • _ Date N Card B-1 . Date Card B-1 .° Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements Date Card B-1"*+ Date Card B-1 2. Footings; Size -Spacing -Marriage Line Date Card B-1 Date Card. B-1. 3. Gas; MH Test -Demand -Valve -Connector Date POOLS (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances 1. Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector H 2. Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector 3. Pool Structure; Steel -Connections -Thickness 'Dead Men -Lining 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 4. Elec.; Receptacles and Lighting, Distances-GFI 9. Exits; Insp.-Sketch 5. Elec.; Pool Lighting; 15 volts-GFI s 10. Cert. of Occupancy 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater ' 8. Elec.; Grounding; Equiprw/5' Circulating Equip. -Pool Lghtg. Date Card B-1 Date Card B-1 _ Boxes -Enclosures -Panel boari s -Ins. to Main in Conduit Date Card B-1 Date Card B-1 9. Health Department Approvalt , 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date . Card B-1 Date Card B-1 Date < •f Card B-1 , i91 KA Im J=OK O=Not OK = Not Applicable = Not Ready RESIDENTfAL (Single & Duplex) Date UN FLOOR (Plans) OK except N's ning-Setbacks-Ease is -Flood -Slope W tg., Main; Soils-Elec. jr2d /Z/" Ftg. Depth Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth . Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 1 tStemwalls, Stemwalls, Main; Steel -Bloc kouts-Wrapped Garage; Steel-Blockouts-Wrapped Hold Downs and ecial Anchor 7. Slab; Steel -Wrapped 6.4'ers-Fireplace Ftg.-Steel . D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. F. Gas Pipe; Size -Anchors - yard gas piping: size -test Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground nAIV Pienums & Ducts; Clearance-MAteria l -Support -ins. 9'4. GirdVrs-$rf(s-AncAefgolts-JOstskVent�-Cripples A" I V Insulation Date7-/0-j'L Card B-1 Date Card B-1 Date q A=a&Card B-1 Date ��� , �}t-A_Card B-1 �ts Date PLUMBING (Permit),OK except a's 16. Water Htr.: Vent -Access -Combustion Air -Baffle F Y 17. Water Pipe: Test & Anchor -Nail Protection - 18. D.W _est -Fittings &Anchor -Nail Protection-------- --- - �- t -� 0-4, - 1 hower Pan: Test. First Floor -Tub Access >_ 20. Test Tub & Shower. Second Floor -Tub Access__ --_-- !� -� 21. Gas Pipe: Size & Anchors 7 1 ---- - - -- -- - - ---- - ------------------ ate Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ft's 22. Fixture _& Transformer Clearance -Ins. Protection S ---- 23. Elec. Receptacles es -Spacing- & Switches at Doors --------- - --------------------------- --------- --- -- 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water i �i-- --- -- ----------------- -------- ---------------- ------ ------ -- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size ! r ga. Cu or AI-A.C. Wire Size / ga. __ Cu or AI 29. Range Circ ! r ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No --------------------------------------------------------------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect ------- - -- --------------------------------- 31. Equip Clearances Panels-Motors-Mech. Equip. ------------ --------------------------------------------------------- 32. Clothes Closet Light -Shower Light -Spa Light ------- -------------------------- ---------------------------------- ­ ------------- 33. --- - - 33. Smoke Detector ---------------------------------------------------------------------------------' -Date Card B_1 Date Card B-1 ---------------- ------------ ----------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except a's 34. A.C. Ducts Insulation & Support ----- ---------------------------------------------------------- 35. Vent Fan: Exhaust above insulation ---------- - ------------------------------------------------------------ 36. Condensate Drain & Overflow: Size & Grade 37 Furnance-Vent: Access -Comb Air -Return Air Vent -115 outlet -------- ------------------- ---------------------------- - i 38. Attic Access & Platform if Furnance in Attic -------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 -------------------------- --- ------ --------------------------------------------- Date ----------------- ----------------- ------ Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except P's 39. Sils. Proper Material & Anchors ------- ----------------------------------------------------------------------- \.- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound -------------------------------------- ------------------------------------------ ------ -� 41. Bearing Walls over Girders & Floor Nailing 42.--Draft-Stop-in- Walls (rat proof) 43. Fire Stops Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Date FRAMING (Continued) ___45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr, ties- Purlin-roof Brac-Truss-Shthng.-Ring. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits -------- 53. Stairs; Width-Headroom-Rise,Run-LandingFire Protection _54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers ......... -- 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic �r _ 58. She ails; Nailing -Bolts A 7­58. nsulation-Walls-Ceilings I ( 60. Infiltration -Walls -Windows ---- ---- --------------------------- Date _ ___Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except k's 61. Ext. Steps -Door & Sidelight Protection -Landings -------------- 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor-Ducts-Mech. Protection ------------ 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec_ Trim -& Sub_panel; Breaker Sizes & Labels --------------- 67. Stairs & Rails (�68. Fireplace or Stove: Clearances -Hearth 3� 69. Elec. Outlets at Wood Panel: Int. & Ext. ----------------------------- 70. Kit.Fixt & Appliance: Grnd.-Air Gap -Cooking Clearance - -- 71. Elea Outlets & Receptacles at Kit. Counter ---- �� 72. Garage Fire Door: Swing -Landing -Closer --------------------------- 73. A.C. Duct in Garage -Damper 74. Wtr. Hlr Vents -Clearance -Comb. Air-Connector-P.R.V. \' ) In Garage: Above Floor-Mech. Protection 75. Plb.. Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection ---------------------------------- ---- 77. Insulation -Foam -Looked in Attic ❑ Yes --------------------=---------------------- - 78. Guard Rails & Deck -Co ristruction -Post Caps \1 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Lam\ Clearance Looked under Floor ❑ Yes 1 Following instld. Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No _ d1. Stucco: Brown -Finish ----------- 82. ----- 82. A.C. Unit: Disconnect. Electrical, Plumbing -------------------------------------- 83. -----------------------------------83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 84 Water Well: Disconnect, Electrical, Plumbing ---------------------------------- -- -- - 85. Exterior Elec. Trim: G.F.I. Receptacle -Underground -- - -- - - - ----------- ---- 86. Ventilation Throughout House ----------------------------------- 87. --------• -----------87. Glass Protection -------------------------------------- 88. -----------•----------------------88. Corrections from Previous Inspections ------...--------------------------------------- 89. Gas Test -Meters Tagged; Gas -Electric ---------------------------------- 90. Water & Sewer Connected -C/O to Grade -HD Approval -------------------------------- 91. Energy Compliance Certificate'Other Certificates -------------------------------------- Date ------------------------------------Date Card B-1 Date Card B-1 ------------------------------------------- -- -- Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDINADIVION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 53PER T NO. APPLICATION AND PERMIT ASSESSOR PARCELNUMBER ZONING FR5 BUILDING PERMIT OWNER LARRY & SHERI TRIMBOLI TELEPHONE 342-3160 SO, FT, OCC. BUILDING VALUATION OWNER'S MAILING ADORES 2484 HONEY RUN ROAD CHICO 95928 2ND RENEWAL CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADORES Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 494.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 2484 HONEY RUN ROAD CHICO PERMIT FEE $ 514.00 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF IN Duplex ❑ Mobilehome ❑ Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other 6 Describe Work: 2ND RENEWAL/91-3114) PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 (1ST RENEWAL/93-301) Main Service ( 200A OR LES ) 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( &ACC. BLDS. ) S 3.50 FTD.. CONTRACTORS LICENSE LAW( I declare under penalty of perjury (check one) ❑ 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification It I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ 1, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ I am exempt under Sec. Business and Professions Code forthis reason NEWCONST. MULTI.OUTLET •NON-RESID. ( BRANCH CIRCUITS ) @7.50 POW ER APPARATUS ) & SINGLE OUTLET CIA. Ex. Occup. ( OUTLET OR FIXTURES ) BA20 @ 1.00 Ex. Occu FIXED APPLNS. OR p' (OUTLETS (flESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said Count in con I.Lence of the granting of this permit. X DateN-Y S natur of Applicant - ❑ Owner ❑ Contractor CIAgent An HA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 514.00 HAZ. I D. FEES IMP I FLOOD I COF PARCEL PD I HO I ISSUE This permit is hereby issued under of the Butte County Code and/or indicated a for which fees By PERMIT EXPIRES a O the applicable provisions Resolutions to do work a been paid. �j Dat lDetel Receipt No. 3 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - Deoartment of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION: Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to. provide the major labor and materials for construction of the proposed property ��improvement (yes or no) 2, 10� Aave not) 1 IG1%2 signed an -'application for a building permit. for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4: I plan to provide' portions of this work, .but' I have hired' the following person to coordinate, supervise, and provide the major work: , Name Address City Phone Contractors License No.' 5. .I will provide some of the work�but I have contracted (hired) the following persons to provide .the work indicated: Name Address Phone Type of Work Signed: Property Owner ' Social Security um Date ?&Q NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERWT- PERMIT N0. ASSESSOR PARCEL NUMBER 011-280-116 ZONING FR -5 BUILDING PERMIT OWNER Larr&Sheri Trimboli TELEPHONE 342-3160 SO. FT. OCC. BUILDING VALUATION OWNER'S MAADDRESS 2484 Hone Run Rd. Chico 95928 CONTRACTOR'S NAME TELEPHONE wrier T RENEWAL CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 15.00 Permit Fee i Fee Plan Checking Fee $ 679.00 $ ARCHIT CT OR ENGINE R•S MAILING ADDRESS Salt Lake City Utah Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ 694.00 9ARA HnnpV Rim Rd-, Chico PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 Solar or heat pump water heater 1 20.00 LOT NO. 2 SUBDIVISION NAME PARCEL MAP 116-91 Water piping 1 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE 5 Bedroom Log Home SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other U Describe work: 1st Renewal of B.P. #3114-91 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 RACTORS LICENSE LAW I declare under e, al of er p p ) ur y (Check One): ❑I am licensed under provisions of hapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification �-y LJ i, as the owner, or my employees with wages as their sole Compen- sation, will do the work,and the structure is not intended or offered owner,amexclusively contracting with licensed contract- flsale.(Sec.704)4Mobile .(Sec.7044) m exempt under Sec. , Business and Professions Code fo th's reason Main service 200A TO 1000A, 37.50 NEW CONST. DWELLING OCCUP.d+) OR ADDNS. ACC. BLDGS. 3.64 sq.ft. NEW CONSTR.U TI -OUTLET NON.RESID BRANCH CIRC ITS @ 5.00 (POWER APPARATUS Q) SINGLE OUTLET CIR. EX. OCCUPOUTLETS OR FIXTURES 20 76d FIXED APPLNS. OR EX. Occup. OUTLETS (RESID.) EA.) 3.00 Temporary service 15.00 Home Facilities 15.0asthe Misc. Wiring -15.00 Permit Fee $ ORKMEN'S COMPENSATION INSURANCE I declare gdNr penalty of perjury (check one): ❑ The permit is for $100.00 (va ua ion or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. El,I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comp) I County Ordinances and State Laws relating to building constructio d hereby thorize representatives of the County of Butte to enter upon 4 above-mentioned)property for inspection purposes. I also agree to sa e, inde 'fy a 4-14 ep harmless the County of Butte against all liabilities, ju orand expenses which may in any way accrue against said Cou t nsequence of the granting of this permit. X Date C?'• —" �'� C1 3 -$i tur of Applicant — Owner �. Contractor ❑ Agent ❑ ion oFsst uc urestis over 3gstor�es in et Mtt-.Ins over 5'0" deep and demolition or construct- Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ 694.00 HAz 1 OFEES I IMP FLOOD COF I PARCEL PD I HD IN This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees E TOR F PUBLIC BY D PER PI h ES Date 2 1 applicable provi- resolutions to do have been paid. WORKS � Date Z—f �'9 ^^2� �7 Q Receipt No. /J �J / WNITC-D.P.W., YELLOW -A88 C990 R, PINK -INSPECTOR, GOLDENROD -APPLICANT 4,s,v., T 4F+"Y(y:`•' hry" ,; ,•,7 '%i ,.E.t. .: .. -. w . _ COUNTYOF BUTTE -DEPARTMENT OF DEVELOPMEN1j\ SERVICES -BUILDING DIVISION 7COLINTYCENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 OWNER Proposed Building PERMIT APPLICATIONS DATA SHEET - Z4- // A. P. No. i 1r2 -P, Building InspectorDate .2 -- 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 . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3_ Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ........................................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $........................................ . 11. Impact fees as shown on attached schedule. ............................. . 12. California Department of Forestry plan approval/fees. .........-............... 13. Flood elevation letter (100 year flood) by California Engineer ................... 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit. ..... .................................... . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. ........... 19. Driveway permit (construction approval required prior to occupancy). .. .. .. . Preanspedion requst 20. Pre -inspection for required. . to Buijding Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. ',Certificate of Workmans Compensation Insurance . ......................... . 23. Owner -Builder Verification (Given to owner , Mail to owner . .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ....................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. 'Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . ........................................... ..................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ............... 33. '34. When you issue the permit, process as follows: Mail to owner. ail to c a or Telephone and hold for pickup at off, . Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dep . Air Pollutio Date Copy of plans sent Health Dept. Fire Dept. Other D te` By The following data must be submitted prior to permit issuance: (Circle new item not checke bove). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works , COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid. unnecessary delay in processing and issuing your building permit. No. building permit will be issued until this verification is received. -1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/have not) signed an application for a building permit for the proposed work. 3: I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions -of this work, but -1 -have hired' the-.fol'lowing person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address . Phone Type of Work Sign NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and - 19832 of the-California-Health--and-Safety Code. - This verification must be completed and returned to our office before we are per- mitted to issue the permit. COWAY. OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 CovnS"ter Drive - Oroville,aliforn 95965 - Telephone: 916/538-7541 APPLICAT?dN -AND PERMIT ASSESSOR PARCEL NUMBER 011-280-116 ZONING FR -5 BUILDING PERMI OWNER 1 Larry & Sheri Trimboli TELEPHONE SQ. FT, OCC. BUILDING VALUATION 5 580 R 284,580.00 OWNER'S MAILING ADDRESS V„.,t- 2484 Honey Run Rd., Chico 9592 Z - 3/60 1.322 0 9,254.00 CONTRACTOR'S NAME Owner TELEPHONE Sy 6 ` 100 CoV, 2 340.00 (7 1.674.00 1 093 MO" CONTRACTOR'S MAILING ADDRESS I// G Fireplace3 1 @ M 500.00 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 325 848.00 Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ 88.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ T5.00 AR CHI ECT OR ENGIN ER'S MAILING ADDRESS 1771 F. Severn Dr., Salt Lake City, Utah Penalty $ BUILDING ADDRESS Permit fee PLUMBING PERMIT Filing Fee 10.00 2484 Hnne)E Rim Rd-, Chico Each Trap 151 2.00 30.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP 1 Water piping 5.00 5,00 Each qas water heater or vent 1 5.00 5.00 USE OF STRUCTURE SFEI Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 1 5.00 5.00 Building sewer 1 5.00 5.00 Mobile Home S I G I W 0.00ea TYPE OF WORK New[ Addition Remodel[] Utilities[:] Installation[] Other ❑ Describe work: New 5 Bedroom Log Home _ Permit Fee $60.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP ORSLESS 10.00 10.00 Main service EA. ADD'L 100 AMPS 2.50 7,50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the BUsinesSI and Professions Code and my license is in full force and effect. icense No. Classification. el, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OCCUP.Si\ +/2QSgft OR ADONS. 1 ACC. BLDGS. I NEW CONSTR. U T"OUTLET 2,50 ea NON-RESID BRANCH CIRC ITS POWER APPARATUS e SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 ® 50tBALI 30 FIXED APPLNS* OR EX. Occup. OUTLETS (RE SIDJ I- A.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee 0-7.50 Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate Consent to Self -Insure. �f' U shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating 48,000 116.00 6.00 S121it System Coolie 000 1 6.00 6.00 Hood 1 3.00 3.00 Ventilation permit Fee $ 25.00 Contractor I certify that I have read J.W6s application and state that the above information is correct. I agree to co ly to all County Ordinances and State Laws relating to building constructio ,and hereby autho ze representatives of the County of Butte to enter upon th above -m ' • n roperty for inspection purposes. I also agree to save, nde eep harmless the County of Butte against all liabilities, judgm co and expenses which may in any way accrue against said Cou n equence of the granting of this permit. [� X Date 7 -� alure of Applicant - Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations ova S'0" deep and d ion or t uc - ion of structures over 3 stories in height. �J Q Mobile Home Installation Fee $ Energy Inspection Fee $30.00 CON T T TAL F $1 , 65 .50 11, - HAz. CUA PARK SCIL FLD CDF PA Po l HD SSUE This permit is hereby issued under the applicable provi- sions of the Butte County -Code and/or resolutions to do rk indicated above for which fees have been paid. 1195-0 9b IR O OF PUBLIC WORKS - /GS__ y v D to Q� ERMIT EXPIRES Date 2 r / Receipt No. 6 f - Oma / � � l l ss� 'Z� WNITE-O.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTM T d�_PUBLIC +WORKS - BUILDING DIVISION 7 COUNTY C�_NTER DRIVEg- OROVLCILE, (SAL-IpbRrll'k-9 65,-PEt. EPHONE' 916/538-7541 /%r4 PERMIT APPLICATION DATA SHEET Permit No. p / OWNER A. . No. Proposed Building Use `65 rt 0n_ Bui Iding Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. ..... ............................. . =A 2. Plot plans in u licate triplicate, signed by pr�parer of plans ........ "— 3. Complete plans in lic /triplicate, signed 'by preparer of plans 4. Complete engineered p ans p.rld calcsl with wet signature on plans .. 5. Hazardous Material Form ........... •.... 6. Energy Design Compliance and supporting. documentation ......... ^ 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installati6n data including manufacturer's installation instructions . Fees of 11. Chico Urban Area fees paid .......... ......................... .;c 2. Park fes paid ................... .-:. 7. 1 3. t C Scho I District fees paid .............. �4. San tion algrov-a��l���rF Heath Department z 15. City �C"hico plurrlbin permit. ..`"'.`►'�;....PcLe'r"c c3..".'0..9"%'r.!pl"'' 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (S) Parking: ...... 18. Improvements may be•required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required ... Build npensrequest e ue t to 21. Contractor's license informati6'n (No., Name Style, Classifications ..9 p �, (Date) 22. Certificate of Workmans Compensation Insurance .................. Owner -Builder Verification (Given to owner,o, Mail to owner ❑) .. 05- 24. Recorded copy of Agricultural Acknowledgment Statement ,......... 5. Letter of signature authorization .............. ........ d 6. a 1 R k +'L� a f .� `L -2- 27. 27. WheLl you issue the permit, process as follows:Mail to ow r. M it to contractor. Telephone and hold for pickup at office. Deliver w/inspector. Other r Applicant Copy of Haz-Mat form sent - Health,Dept. re D&pt. ° ollution Date Copy of plans sent Health Dept. ` Fire pt. Other to By The following data must be submitted prior to permit issuance: (Cir le ne m n t checked above). 1. Index permit for above items No. 2. Additional items required: ' c�� r -o... 1. c Pl&_C 2- Contractor, designer4iwn as advised of above required data by_phone & aiI—counter by-CP—.date 9-/6-q1.,_. Contractor, designer, owner, was advised of above required data by—phone —ma II—counter by date - Plans checked by Date Plan/akroAKftDate _Sets of plans on hold in 'File cabinet rA Copy—DPW PAM Buildinc Department Environmental Health-' .) SUBJECT: Sanitation Clearance owner' L6cat#n' Plan Approved for: Sewage Disposal_ Water Supply �- Water Supply Hold final for: Final clearance O.K. for: Water Supply Clearance for n bedroom a -home. other y NC -' Date San arian COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Celiforni§95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUUhMBER ZONING BUILDING PERMIT OWNER —� r- 1= -A f1 Z L TELEPHONE G SO. FT. OCC. BUILDING VALUATION t �(J� LS�dO OWNER' MAILING ADDRESS e 1322- O CONTRACTOR'S NAME I TELEPHONE n U 9-3,/o om` Cy 3 !I9 6! 7 CONTRACTOR'S MAILING ADDRESS FireplaceLfyjgs �S CONSTRUCTION LENDER UNKNOWN Total Valuation V Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $9,e re�= ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 4- 9 m` Energy Plan Checking Fee $ ARCHITECT FIR ENGINEER'S MAILING­_AUUHIE55 I E- &e,vL k Ct Penalty $ BUILDING ADDRESS nn Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 15' 2.00 So S�- Solar or heat pump water heater 20.00 aS LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each pas water heater or vent 5.00 r� {^�' USE OF STRUCTURE SFW Duplex[] Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S I G JW 1 10.00 ea TYPE OF WORK New Addition❑ Remodel [:1 Utilities ❑ Installation[] Other ❑ Describe work: S`Rect O . �c7i�f Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service °OOV OR LESS 100 AMP OR LESS 00 . 10Q� D Main service EA. ADD'L 100 AMP 2.50 S� CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification. ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.°I OR AODNS. ACC. BLDGS. , 2/2Csgft NEWCONSTR ULTI.OUTLET NON -RESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS &) (SINGLE OUTLET OR. Ex. FIXTURES 2ALOC °Lo30: FIXED APPLN5. R Ex. Occup. OUTLETS RESID )EA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 1 % Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject t o the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subjectto the W. C. provisions of the Labor Code, you must forthwith comply with suchit or this permit shall be deemed revoked. MECHANICAL PERMIT FiIirig Fee 10.00 Heating 414 Opo IP 14 ing s%f 00� 6—� 3.00 -30.9— rHood ilation Fee $provisions ractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ O occ CONST TYPE TOTAL FEE$ S HALCUA PARK scHL FLo coF PAR Po i Ho• IssuE This permit is hereby issued unser the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date Receipt No. WHITE-D.P.W.. YELLOW-ASar33OR, PINK-IN°PZCTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - Department'of Public Works 7 County Center Drive; Oroville, CA 95965 Phone: 916-538-7541': OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. s Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/have'not) Wi signed an application for a building permit for the proposed work. - 3 I have contracted with the following person (firm) to provide the proposed construction: Name Address City' Phone Contractors License No. 4: ,I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City hone Contractors License No. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner Social Security umber' Date Y-3- ?/ NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we' are per- mitted to issue the permit. /-C _BF„c>1i't�1_o DPW AGRICULTURAL ST�TEM .A OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of: the Butte County Code reY wires this acknowledgement be recorded prior to 'issuance of a building permit. The proper -Ly described herein is adjacent ACCEPTED FOR RECORDING to I.and or included within an area zoned AT 8:01 A.M. I"or irgr iCH LI ur.n I. purposes, and residents of Lhis I>rl,pc`rl.y maty he sribject to incon- ven irnces or d i.sc omfort atr i sing from the uX:L, of agric'u.l t.ura.l chemicals, including, but not limi.Led Lo herbicides, pesticides, and Eert-J l i•r.ers; and from the pursui t o agcicu.ltural r.1 peraLion s including, but not. I-imiI:ed t6 cultivation, plowing, spraying;, pruning, and harvesting which occasiona I.l.y generate dust, smoke, noise, and odor. Butte County has esLab I.i shred J9t- i C.u.I - tural zones which have as a priority use for productive agricultural. purposes, and residculs within said zones and on adjacent property should be prepared to accept such incur►venience or discomfort- Erom normal, necessary farm operations. A].]. t.hat refl property situate in the CounLy of Butte, State of California, de:�cri.bed Lrs follows: 87C BUIlA1MG DEPT 1 M ®J 10 Date:-�i-�ta1 '-)Late of CounLV of PROPERTY OWNERS: On this the i ~ day of ���r 17_Iwl'ur•c me, SS. the undersigned Notary Public, persona. v appeared i. --14-- SA e 6* -7"r, bo 1, ' ElPersonat]y Icnown Lo mt-. roved to me on Llrc h.t:;is ul' snti.sfact.ory evidelicc•. Lu he I.he person(s) whose name(s) suhscri.hed to the wi.thin instrument and acknowledged Lh rl 1 e1 -1 exc,cut0d the same Ior the purposes therein contai.ned. IN WI'I'Pdl;ti� WIIEREOI" , 1 hereunto SOL ):IV hand and ol' I' i c ial sc;t I . OFFICIA SSFAL L'ir"1' I�Uhlir' LYNN M. NEWTON NOTARY PMIC • CALIFORNIA .. RIITTF CnUNTY v - _ - ^ n i r. Record at Request of: 9 Q- 3 8 0 4 8 i Commonwealth Title & Escrow Co. ' r Order No. Escpvo."C-52295 Caf NItO11-28-0-077 90-038048 R e c Fee 7.00 DOC 192.50 APIV 0"k -018-0-M- Recorded Check 199.50 WHEN RECORDED MAIL TO: Official Records Lawrence V. Trimboli County of i Sheri Lyn Trimboli Butte ; Candace J. Grubbs 6323 Costello Avenue Recorder Van Nuys, CA 91401 B:OOam 5 -Sep -90 CD' 2 SPACE ABOVE THIS LINE FOR RECORDER'S USE MAIL TAX STATEMENTS TO: 192.50 SAME AS ABOVE eCUKIWARY TRANSFER TAX $►.....:..._.................. ...... Computed on the consideration or value of property conveyed; OR ...... Computed on the comiderafion or value less liens or encumbrances rni�n eta dme of sale.TIME & ESCKN COWAM siN ioFA of lar or Age It determining tax — Firm Name ,41 GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, JON F. MOREHEAD & LOIS R. MOREHEAD, husband and wife hereby GRANT(S) to LAWRENCE V. TRIMBOLI & SHERI LYN TRIMBOLI, husband and wife as Joint Tenants the real property in the City of County of Butte , State of California, described as Parcel 2 as shown on that certain map which was filed for record in the Office of the Recorder of the County of Butte, State of California on February 28, 1990 in Book 116 of Maps, at pages 91, 92, and 93. RESERVING THEREFROM, a nonexclusive easement for road and public utilities described as follows: See Exhibit A attached hereto and made a part hereof. n. 4 0 BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form per Building) 'A. P . Number(- 2. g(( -/A9 Building Department No. School District O�h(ro City n 'County E2�_ Jurisdiction Property Owner �ooI Project Location/Address a� 7 ��^ Ile)MP-4n Subdivision _�; Lot Number .Mk 1� Development: g I�ombOEPT F 11 Sq. Footage 5� ~ # # of Livingy MHI Addition (Group R,,)-` Units Commercial/Industrial: Sq. Footage � New Addition (Including Exterior Roofed Areas) Build'ng Department -Representative Date (Floor Plans reviewed by School District*Personnel) DistrictId. No. ?a��b \ �� JL. C(! � ���� School District certifies A Cstate) has complied with the requirements of Resolution No. - by the.payment of $ ��� 7V representingsquare feet. School District Representative Zate PAID BY CHECK NO. �C BANK NO g �' 3v Aa PAID BY CASH REMARKS: white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) (( (03 L, -7 tt .Y ' L oil" DATE RHCHIPT TOTAL TENTATIVH CNHCK & 9TRHET PUBLIC COMP- PIRH , NO. R6C HIVED MAPS BR16 IN6PHCT SIGNS DOCUMHNT6 LIANCH HYDRANT OTN BR APPLICANT RECEIVED FROM COLLA CW 1 s OFFICIAL RECEIPT 192 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS LAND DEVELOPMENT SECTION RECEIPT 12664 A 41 1 ISSUED BY [FLU C�MC�f1MI�I�I�f1MC�, (916) 872-0254 FAX (916) 872-9331 Mr. James F. Glander County of Butte Building Department 7 County Center Drive Oroville, CA 95965 Subject: Complete & Energy Plan Check - 3rd Recheck February 6, 1992 Project: Larry & Sherri Trimboli Log House 2484 Honey Run Road,' Chico- Permit #3114-91 The resubmitted Plans and Structural Calc's were reviewed and the required additional information and revisions noted on Plans in red. Fourth resubmittal of Plans and Structural Calculations to FLT Engineering is NOT required; provided the design engineer agrees with changes on Plans and in Calc's as noted. Enclosed: 1 set of Construction Plans (R-1 & R-3) 1 -set of Structural Calc's (R-1, R-2 & R-3) Miscellaneous Statement Sincerely yours, Z, -V- -�-r Q� Frank L. Tyukos October 2, 1991 Larry & Sheri Trimboli 2484 Honey Run Road Chico, Ca 95928 (916) 342-3160 Mr. Dave Purvis Butte County - Department of Public Works 7 County Center Drive Oroville, Ca 95965 Dear Dave, Thanks for taking the time with me over the phone this morning, I appreciate your efforts and concerns. After having a conversation with Roger, our architect, he had called Franks' office both Monday (9-30-91) and Tuesday (10-1-91). The office told Roger that Frank was sick and was not reachable, thus Roger did not leave a message for him. Roger apologized for not leaving messages. After a week and a half of deliberating over the many requests by Frank, I felt we could not wait any longer. So as of yesterday, I requested Roger to complete the revision and send in the plans. Unfortunately, there has been no communication between Roger and Frank. Dave, my concern is that these plans will keep going back and forth, unnecessarily, because of differing approaches engineers have to structure. Also, I am concerned that Frank is overwhelmingly and unnecessarily excessive in his requests for detail in many instances. As I understand, the intent of the plan check is to make sure that Sheri and I will ultimately have a safe dwelling. However, Frank's. requested revisions are not only costing me alot of money, but it could also jeopardize the timing of this project (forcing us into a bad weather build) if these guys keep butting heads. Don't get me wrong, I greatly appreciate Frank and the county's special attention to our project, it makes our plans that much better. Dave, my only request is that the county be reasonable with- our plans and not beat them into another structural design based on another engineers approach. We have tried to answer all of Frank's requests with answers, explanations, or changes to the best that we can. My hope is that we can get a release of these plans without too much more deliberation and revision. Again, thank you very much for your time and attention. Ib OWNER'S NAME: r tN\ p l RECEIVED PERMIT NUMBER: A. -P. # : 1- ' j� DATE RESIDENTIAL NON RESIDENTIAL RECEIVED BY TIME --------------------------------------- REQUIRED PRIOR TO PERMIT ISSUANCE FROM DATA SHEET REQUESTED BY PLAN CHECKER OTHER --------------------------------------- REQUESTED BY CORRECTION NOTICE Ej YES 7 NO ITEM: LOCAL—LON IN BUILDIING yvt=E UiANGE OCCURS: --———————————————————————--———————————— WHEN APPROVED, PROCESS AS FOLLOWS: Mail to owner (Address).. Mail to contractor NamtyC/and Address) Call (� �Y (p and hold for—pickup at office. Deliver with n`e�ct inspection. REVISED PLAN CHECK FEES PAID.:-- $ 20.00 _ $ 30.00 (/Addit,i�. tionaY Fees Not Required FLT ENGINEERING 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 Mr. James F. Glander County of Butte Building Department 7 County Center Drive Oroville, CA 95965 (916) 872-0254 FAX (916) 872-9331 September 12, 1991 Subject:- Complete & Energy Plan Check Project: Larry & Sherri Trumboli Log House 2484 Honey Run Rd., Chico Permit # 3114-91 The submitted Plans, Structural and Energy Calc's were reviewed and the required additional information and revisions noted in red. References to Notes on Plans are listed on the attached Work Sheet. Resubmittal of Plans, Structural and Energy Calc's is required. Please return the marked -up sets of Plans, Structural and Energy Calc's with resubmittal. Enclosed: 1°set of Construction Plans 1 set of Structural Calc's 1 set of Energy Calc'.s Miscellaneous Statement Sincerely your Frank L. Tyukos COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 LARRY TROMBOLI 2484 HONEY RUN CHICO CA 95928 With reference to the above subject: _L Attached is: OTHER PHONE: 916-538-7541 DATE 9-17-91 RE: PERMIT APPLICATION #3114-91 A.P. # 11-28-116 Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced LL We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in , including plot plans. X Plot plans X¢ SECOND SET NEEDED - Structural details in Complete plans and calcs� 5��11ND_�ET by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section sets of plans in accordance with the changes marked in red. gSanitation approval from Butte County Health Department at: 196 Memorial Way,' Chico 7 County Center'Dr., Oroville Skyway & Elliott Rd., Paradise (DPW). Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing —� Recorded copy of agricultural acknowledgement statement. OTHER RED MARKED PLANS AND CALC'S ARE AVAILABLE IN OUR OFFICE TO BE REVISED -AND .A. RESUBMiTTED.. Should you have any questions concerning the above, please contact of this office. Yours very truly, JFG/aj DAVE PURVIS William Cheff Director of Public Works J.F. Glander Chief Building Inspector COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive,.Oroville, CA 95965 PHONE. 916-538-7541 kalry(�v1J, �YBy DATE A.P. # //- With reference to the above subject: Attached is Application for permit. Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER L� We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. ntractor's License'Law'- nformation or.check exemption statement_._ -Complete plans in _ E including plot plans. C —� Plot plans in Structural details in.� ✓ Complete plans and calcs in Secoa se k-.. by registered engineer or architect. Energy design•including ' Street and drainage improvement .plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way,'Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. ,Recorded copy of deed showing ecorded copy of agricultural acknowledgement statement. V1HER� �C � Mw LGpX ni �it ivs Q CG �L S i.�✓C LVat l4 �P /N OHI O �lG V „v Should you have any questions concerning the above, please contact of this office. Yours very truly, JFG/aj William Cheff Director of Public Works /-/Chief J.F. Glander Chief Building Inspector Mr. Dave Purvis, It has been a while, but I think we have all that you need. I have enclosed the revised set of plans, improved engineering calcs, log specs from Timber Products & their qualifications, and Bob McGhie's engineering calcs. Dave, my hope is that Frank could jump on this ASAP. We are trying desparatel to get a building start. Thanks for all your support r our project. If you have any questions call me at 916- 42-3i60 o 916-342-5464. Havea erry C ist S. Since el La y rimbo1i 484 H ney Run Road Chico, a 95928. RESIDENTIAL PLAN CHECKING GUIDE (S.F. , DUPI.- & '_MISC: ONLY) R .0 / Bldg. Permit # Z) OWNER -TSU n F2X::X— I A.P. I - 'L L:j, GENERAL 1. Zoning requirements: (sideyards and number of permitted living units).. 2. Valuation. A_� Plans signed by designer. Euergy Design and Compliance. 5. Existing violations on property. PLOT PLAN ,- �}'D TF, -Y f�3U"TT�—:r GO. ;a' . 1. Complete parcel size and dimensions. 2. Setbacks, sideyards, easements, etc. 3. Other buildings or structures. 4. Grading, fills, drainage. 5. Flood hazard. 6. Special conditions on creation map or FLOOR PLAN 7/85 Q— lT�i-tS rtGT F.G I�IE � cin compliance document. ITEM S 6CrtFLTZD , � Complete to scale plan with dimensions. XRequired windows for light and ventilation (Sec. 1205). ,31 Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). G.F.C.I.'s in baths, garage and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment, and plumbing fixtures. Garage firewall, door size, and closer (Sec. 503(d)(3)). XIS 1 - 3'0" exterior exit door (Sec. 3304(e)). Fireplace and wood stove location. Smoke detectors (Sec. 1210). STRUCTURAL DETAILS I Foundation plan complete enough .to construct building. Floor construction details complete enough.to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction details and calcs if necessary. Sufficient data and details to satisfy energy requirements (State Law) (Form 1). MISCELLANEOUS ITEMS TO LOOK OUT FOR ,,r' Exposure I plywood on exposed locations and overhangs. Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j)). Brick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Sec. 4706). .b! Proper roof pitch for roof covering (Chapter 32). Rafter ties or bearing ridge beam. RESIDENTIAL PLAN CHECKING GUIDE (CONT'D) 7/85 MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D) kO Garae door or porch header sizes. Adequate bracing. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. 1. Two exits on three-story dwellings (Sec. 3303 & see Mezannines 1716). Attic access and ventilation (Sec. 3205). Underfloor access and ventilation (Sec. 2516). 1' Wood stoves, clearances, alcoves & 1 -hour shafts. Combustion air for fuel burning appliances. Noise requirements on duplexes. Adobe soils - special foundation design. Retaining walls requiring design. 9 Unusual shape, size or split level house requiring lateral design. � LT EIS-�G� (►�1.1�� ► �.1 L'[ � 112 � ci I [FLU F�MQHNMf�IMf�1Q 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 Mr. James F. Glander County of Butte Building Department 7 County Center Drive Oroville, CA 95965 Subject: Complete & Energy Plan Check - Recheck Project: Larry & Sherri Trimboli Log House 2484 Honey Run Rd., Chico (916) 872-0254 FAX (916) 872-9331 October 14,1991 Permit # 3114-91 The resubmitted Plans, Structural and Energy Calc's were reviewed and the required additional information and revisions noted in.red. References to Notes on Plans are listed on the attached Work Sheet. Second resubmittal of Plans and Structural Calc's is required. Please return the (R-1) sets of Plans and Structural Calc's with resubmittal. Enclosed: 1 set of Construction Plans (Original & R-1) 1 set of Structural Calc's (Original & R-1) 1 set of Energy Calc's (Original w/ (R-1) Cover letter) Sincerely yours Frank L. Tyukos m s� pygle No �� �— �Lt/o n-0^114-3 -fo /ems /.ow /-V 'u, se— oo . C�1 �e.r Sq /Ale- 174 av ®�P�M � � ���Gc�' �� u�,y.✓ CGI s 1►% SAGS �� �� f l n / �2 f- V- s / r /, G. �a,"'Vw ew-del s� pygle No �� �— �Lt/o n-0^114-3 -fo /ems /.ow /-V 'u, se— oo . C�1 �e.r Sq /Ale- 174 av ®�P�M � � ���Gc�' �� u�,y.✓ CGI s 1►% SAGS �� �� f F.H. USE ONIN I'l„ t rim, Auach�d i . 1 19onr 1'I:m Auachcd +, Sent to If. U. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Locati n AP# Plan Approved for: 'Sewage Disposal Water Supply: Public Private Well Clearance for bedroom mobile home. Other llih� Hold final for: Final clearance O.K. for: NOTE: En'Aron men tal Health Specialist Date 8/92 450° 33z 166' 0 D SECON ARY LEACH FIE E I�Irj PRIMARY L , CH FIEL-D DRIVEWAY LARRY & 5HERI TRIMBOLI 2484 HONEY RUN ROAD CHICO, CA SEPTIC 5Y5TEM MAP FULL PROPERTY SCALE PAGE 1 of 3 MEOW APPRdVED JAN -11-94 TUE 9:08 Env Health—Chico 9168956512 Post -It"' brand fax transmittal memo 7671 To 6� From Moi pages �` — �o. � Dept- Phone Fax _ TV Fax M r E SECONDARY LEACH FIELD N 5 996'>:::Y�. MMAKY L CH FIELD 900 r DRIVEWAY 664• LARRY & 5HER1 TRIMBOLI 2484 HONEY RUN ROAD CHICO, CA 4501, 5E PT1C SYSTEM MAP FULL PROPERTY SCALE PAGE 1 of 3 33z " 166• OU APPROVED P. 01 I,'.9 3 1? 3U " f Le [ a —ifA �' ,�-�'t� <�,�a��'�� � r at a►r�;rn fs�1m>ns�i xst prb�c,' s3��a�s�. I d i 1---E?-Z -- p -J�69A IJOaMt�T IMHe h Y55"iM QAOA 00 Y�MOH �-84-"-2 AO ,o:3(H3 '9AM M3TeYe 311'1�e 3JAZ)C YT�3`10-1 JJU9 i-t'3mi *�aa se lat r + i e0 9n0 .lQpA vs 1 .,-3 :1t0 I d i 1---E?-Z -- p -J�69A IJOaMt�T IMHe h Y55"iM QAOA 00 Y�MOH �-84-"-2 AO ,o:3(H3 '9AM M3TeYe 311'1�e 3JAZ)C YT�3`10-1 JJU9 i-t'3mi *�aa se lat r + i e0 Butte County Building Department 7 County Center Drive Oroville, Ca 95965 September 10, 1993 RE: Permit # 93-2268 (intent of use for garage) To whom this may concern, For the record, the submitted plan for the garage will be used entirely for a garage and workshop and not for commercial use or as living quarters. Thank you for your cooporation, Sincerely, 2484 Hone Run Rd Chico, Ca 9 8 342-3160 GREGORY A. PEITZ ARCHITECT 1907 Mangrove, Suite E, Chico, CA 95926 (916) 894-5719 �®g�1lp1NG flE .. AVG � 0199 Structural Calculations for 7R I M E30 L i �,a�R� G r SES AR Cy �� a NO. C 21283 REN. - BUTTE COUNTY DEPARMAE". .p p +O� . 1 GREGORY A. PEITZ ARCHITECT 1907 Mangrove, Suite E, Chico, CA 95926 (916) 894-5719 �®g�1lp1NG flE .. AVG � 0199 Structural Calculations for 7R I M E30 L i �,a�R� G r SES AR Cy �� a NO. C 21283 REN. - BUTTE COUNTY DEPARMAE". .p p +O� . if 690, 2 CGS¢L X770 'Zu�uF.ui- =rwoo -0, In„ TVTJu. QR-w� I b(,a � OL) Su yrm av'*-( 91/1 1 w w l l 2, O 5,J 2• u 0.7 21 • o es -C. 1D-0 ps-�- a t 5 t; -O F,+ vo (05 bQ(a,,�, There`re w�1IS wt (� vlof r 0'*-12��Z.1�� be,-k-,egv\ Cor,14-5j d2oor-/t„)olw �'i-�,n�2rS� 2T -c, I N- p Imo_ ShLOL� rc,eo w i ( h -e 'h'?�r��2�✓rmol l r1 Iv Lu �- f! 5 ?^n t Vte.v-,- -Hn ✓' LA- 0 5 S u, 2 T Ccs Sln4 Dass -e hI �' In rz r o j z �9 ✓5 _L +--o C �rZ r v-, "It 4,SZ r-c-� ,`��S 'I -s L -t'tty. bo R, V�IIo": 15.`1/ (,39S) " (D,Zuk- toC,s-e c- w\ LOV-5 cI,-h. C 5 v) 2, v..✓ e Y -4-p- ✓ D-- c 0'/ YI Qi✓ uv- -t �.5 2��, c.o✓�wS. CK 5ks4, � i h+&/, a/ Lrv-nQ✓ �, S I A C a-rl z --,-s , 5 0-(� u�,f�s VI 6L ls� s,�l�es � fc- (c -s an e _ %-o0 Oo42,S I_� ✓l. , (oC�-fit �o�� In 2 �v.(� U� U�. GQ z t w` r 2 V`-�'�2� v C. ( u Y- r "C / o C ,p 1n L . �oI"P, P�v,e �4S K 8 -7 K ray r -educe > 3 7�¢S� K ray SPIKEI 4:12 PM ------------------------------------------------------------------------ REV 5-9-93 NAILS AND SPIKES 5/ 9/93 ------------------------------------------------------------------------ DESCRIPTION ))16d nail at bucking Species combination )Lodgepole pine Specific gravity G > .380 Fes > 2.800 KSI (Dowel bearing strength) Fem > 2.800 KSI (Dowel bearing strength) Composition > 1 1 0 Wood/wood 2 0 Wood/steel tm ) 9.000 INCHES (Main member thickness) is ) 1.500 INCHES (Side member thickness) -----------------------------NAIL/SPIKE DATA ---------------------------- Type Pennyweight Diameter (D) Length (L) Fyb Common 16d .162 3.500 90000 Enter alternate spike length > .000 INCHES Is nail/spike in end grain ? > Y P ) 2.000 INCHES (Penetration into main member) K(D ) ) 2.200 Re ) 1.000 Z ) .109 KIPS Adjusted Z > 091 IPS ---------------------------ADJUSTMENT FACTORS --------------------------- Load duration factor CD ) 1.330 Wet service factor Cm ) 1.000 = Temperature factor Ct ) 1.000 = Penetration depth Cd ) 1.000 End grain factor Cg ) .610 SPIKEI 10:59 PM ------------------------------------------------------------------------ REV 5-9-93 NAILS AND SPIKES 5/12/93 ------------------------------------------------------------------------ DESCRIPTION ))TYPICAL SPIKE Species combination )Lodgepole pine Specific gravity G > .380 Fes ) 2.800 KSI (Dowel bearing strength) Fem ) 2.800 KSI (Dowel bearing strength) Composition ) 1 1 0 Wood/wood 2 0 Wood/steel tm ) 9.000 INCHES (Main member thickness) is ) 7.500 INCHES (Side member thickness) -----------------------------NAIL/SPIKE DATA ---------------------------- Type Pennyweight Diameter (D) Length (L) Fyb Spike .375 .375 .000 45000 Enter alternate spike length > 12.000 INCHES Is nail/spike in end grain ? > N P > 4.500 INCHES (Penetration into main member) K(D) > 3.000 Re > 1.000 Z > .304 KIPS ----------------------- ------ Adjusted Z > 486 IPS ---------------------------ADJUSTMENT FACTORS --------------------------- Load duration factor CD > 1.600 c Wet service factor Cm ) 1.000 Q Temperature factor Ct ) 1.000 t Penetration depth Cd > 1.000 End grain factor Cg > 1.000 sem. ssLi►Y.� _ G<4« '+^ 77 O7NN �LL�J LLyG:YJ L ut:•�$ Lui,00 _TUU 'n=c AWN a c m IIq io 9 CK cc -+.o, -c -C+ -y oll mac., Vw�o� \✓Co�G 5-/o I Zi i� '2,-7 S ./q- 1` � l , g Z 2 .'1 4- cc-71fii.o C- 6- 1-0 d.es�5� salves . S -u- c 6�- l Ls o to . 11-10 BOL72 11:23 PM ------------------------------------------------------------------------ REV 3-23-93 BOLTED CONNECTIONS 5/12/93 ------------------------------------------------------------------------ DESCRIPTION ))TYPICAL ANCHOR BOLT Species combination )Lodgepole pine Specific gravity G > .380 Feu > 2.800 KSI Fel ) . 3.150 KSI Connection type > 1 1 => Single shear 2 => Double shear Composition ) 1 1 =) Wood/wood 2 =) Wood/steel tm ) 18.000 INCHES (Main member thickness) is ) 9.000 INCHES (Side member thickness) -------------------------------BOLT DATA -------------------------------- Fyb ) 45.000 KSI i > .506 KIPS Bolt diameter > .500 IN. Z' ) 810 KIPS 0 =) Parallel 90 =) Perpendicular Angle to grain 0 > .000 DEGREES Main member Angle to grain 8 > .000 DEGREES Side member A Maximum > .000 DEGREES K8 > 1.000 Rt > 2.000 Fem > 2.800 KSI Fes ) 2.800 KSI Re > 1.000 ---------------------------ADJUSTMENT FACTORS --------------------------- Load duration factor Cd ) 1.600 e Wet service factor Cm ) 1.000 : Temperature factor Ct ) 1.000 Q Group action factor Cg ) 1.000 Geometry factor C6 ) 1.000 f n > 2.000 (Number of fasteners in a row) s > 16.000 IN. (Spacing between fasteners) Em > 1100000 PSI (Main member) Es > 1100000 PSI (Side member) Am > 127.240 IN"2 (Area of main member) As ) 63.620 IN"2 (Area of side member(s)) Rea > .500 t ) 63639.61LBS/IN. (Load slip modulus) u ) 1.000909 m > .958 ---------------------END/EDGE DISTANCE REQUIREMENTS --------------------- Edge distance Direction of loading Min. ED ------------------------------------ Parallel to grain > .750 Perpendicular to grain Loaded edge > 2.000 Unloaded edge > .750 End distance Direction of loading Min. EDI Min. ED2 Actual ED C6 --------------------------------------------------------------- Perpendicular to grain 1.000 2.000 2.000 1.000 Parallel to grain (Comp.) . 1.000 2.000 2.000 1.000 Parallel to grain (Tens.) 1.750 3.500 3.500 1.000 Spacing for bolts in a row Direction of loading Min. D1 Min. D2 Actual ED C6 --------------------------------------------------------------- Parallel to grain 1.500 2.000 2.000 1.000 Perpendicular to grain 1.500 2.500 2.500 1.000 Spacing between rows of bolts Direction of loading Min. D1 ------------------------------------ Parallel to grain .150 Perpendicular to grain 2.500 f3 BOLT'2 11:25 PM -------------------------------------------------------- --------------- REV 3-23-93 BOLTED CONNECTIONS 5/12/93 ------------------------------------------------------------------------ DESCRIPTION ))TYPICAL ANCHOR BOLT Species combination )lodgepole pine Specific gravity G > .380 FeJL ) 2.800 KSI Fel ) 2.800 KSI Connection type ) 1 1 0 Single shear 2 0 Double shear Composition > 1 1 0 Wood/wood 2 0 Wood/steel to ) 18.000 INCHES (Main member thickness) is ) 9.000 INCHES (Side member thickness) -------------------------------BOLT DATA -------------------------------- Fyb0 45 0 KSI Z > 1 .26 91 KIPS Bolt diameter )= )SIN. 5 IN. Z' ) KIPS 0 -) Parallel 90 pendicular Angle to grain B ) .000 DEGREES Main member Angle to grain 8 ) .000 DEGREES Side member 8 Maximum ) .000 DEGREES KO ) 1.000 Rt ) 2.000 Fem ) 2.800 KSI Fes ) 2.800 KSI Re ) 1.000 ---------------------------ADJUSTMENT FACTORS --------------------------- Load duration factor Cd ) 1.600 < Wet service.factor Cm ) 1.000 < Temperature factor Ct ) 1.000 < Group action factor Cg ) 1.000 Geometry factor C6 ) 1:000 < n ) 2.000 (Number of fasteners in a row) s ) 16.000 IN. (Spacing between fasteners) Em ) 1100000 PSI (Main member) Es ) 1100000 PSI (Side member) Am ) 127.240 IN"2 (Area of main member) As ) 63.620 IN"2 (Area of side member(s)) Rea > .500 t ) 88939.06LBS/IN. (Load slip modulus) u ) 1.001271 m > .951 ---------------------END/EDGE DISTANCE REQUIREMENTS --------------------- Edge distance Direction of loading Min. ED ------------------------------------ Parallel to grain > .938 Perpendicular to grain Loaded edge > 2.500 Unloaded edge > .938 End distance Direction of loading Min. ED1 Min. ED2 Actual ED C6 --------------------------------------------------------------- Perpendicular to grain 1.250 2.500 2.000 .800 Parallel to grain (Comp.) 1.250 2.500 2.000 .800 Parallel to grain (Tens.) 2.188 4.375 3.500. .800 Spacing for bolts in a row Direction of loading Min. 01 Min. D2 Actual ED C6 --------------------------------------------------------------- .l .1 14 - Parallel to grain 1.875 2.500 2.000 .800 Perpendicular to grain 1.815 3.125 2.500 .800 spacing between rows of bolts Direction of loading Min. D1 ------------------------------------ Parallel to grain .938 Perpendicular to grain 3.125 iS BOLT -2 11:25 PM ------------------------------------------------------------------------ REV 3-23-93 BOLTED CONNECTIONS 5/12/93 ------------------------------------------------------------------------ DESCRIPTION ))TYPICAL ANCHOR BOLT Species combination )Lodgepole pine Specific gravity G > .380 FeL ) 2.800 KSI FeL ) 2.600 KSI Connection type ) 1 1 => Single shear 2 => Double shear Composition > 1 1 0 Wood/wood 2 0 Wood/steel tm ) 18.000 INCHES (Main member thickness) is ) 9.000 INCHES (Side member thickness) -------------------------------BOLT DATA -------------------------------- Fyb ) 45.000 KSI Z > 1. 39 KIPS Bolt diameter ) .750 IN. Z' > �22KIPS 0 -) Parallel 90 -> Perpendicular Angle to grain 8 > .000 DEGREES Main member Angle to grain 8 > .000 DEGREES Side member B Maximum > .000 DEGREES K8 > 1.000 Rt ) 2.000 Fem ) 2.800 KSI Fes ) 2.800 KSI Re ) 1.000 ---------------------------ADJUSTMENT FACTORS --------------------------- Load duration factor Cd ) 1.600 a Wet service factor Cm ) 1.000 a Temperature factor Ct ) 1.000 c Group action factor Cg ) .999 Geometry factor C6 ) 1.000 f n ) 2.000 (Number of fasteners in a row) S ) 16.000 IN. (Spacing between fasteners) Em ) 1100000 PSI (Main member) Es ) 1100000 PSI (Side member) Am ) 127.240 IN"2 (Area of main member) As ) 63.620 IN"2 (Area of side member(s)) Rea > .500 t ) 116913.4LBS/IN. (Load slip modulus) U ) 1.001671 m > .944 ---------------------END/EDGE DISTANCE REQUIREMENTS --------------------- Edge distance Direction of loading Min. ED -----------------7------------------ Parallel to grain ) 1.125 Perpendicular to grain Loaded edge ) 3.000 Unloaded edge ) 1.125 End distance Direction of loading Min. EDI Min. ED2 Actual ED C6 --------------------------------------------------------------- Perpendicular to grain 1.500 3.000 2.000 .667 Parallel to grain (Comp.) 1.500 3.000 2.000 .667 Parallel to grain (Tens.) 2.625 5.250 3.500 .667 Spacing for bolts in a row Direction of loading Min. 01 Min. 02 Actual ED C6 --------------------------------------------------------------- Parallel to grain 2.250 Perpendicular to grain 2.250 Spacing between rows of bolts Direction of loading Min. D1 ---=-------------------------------- Parallel to grain 1.125 Perpendicular to grain 3.750 3.000 2.000 N.G. 3.750 2.500 .667 H 4 2� H {-in e a d -O -a-. r o S w p,I,, e I d S. asS v e 4307 I c.� V2- 4, 0 r— (o ( r e- 0 0-, l ✓� c c ✓ 2. r D Z = 12.25 �o = 2,`75 4: p ZD -'Z,7 w e,3�--c3 i-7 ol-� 5`V-1 -F�. E -D7— 9,25�� l%D G,D Z X04= p ZD -'Z,7 w e,3�--c3 i-7 CK M^ (vi . p[&2I c,+oP vi - H G re.c-ok-%-r% ✓od S 1�2 ',zf .395 - d- , o . 3954 - . � �� S = �. � ,� � /o. 32 � �✓ 2" se"", (A _� 31 z) ,395" 0 3� � (14— 17- 39Sµ - x', 8 it = 2 L Gk Y14(C�khesS Z 24- X (/q� " 4— "x X 5 3/� ,, x �/a r r I M (A- — -I/"- . W) mo ,Z4 -o , i2- rr) = 3,18 z( 395 = 2•ci Z V 7r4- Zo CONCBOLT 10:57 PM ------------------------------------------------------------------------ REV 12-29-92 ANCHORAGE TO CONCRETE 5/14/93 DESCRIPTION ))TWO STORY FOOTING ) ) V2," ?d ---------------------------------GENERAL-------------------------------- SPECIAL INSPECTION ? ') N USE MULTIPLIER = 2.0 CONCRETE STRENGTH Vc ) 2.500 KSI LAMBDA > 1.000 NORMAL WEIGHT CONCRETE BASE PLATE TYPE ) 1 1 =) PLATE SUPPORTED ON GROUT PAD 2 =) PLATE SUPPORTED ON CONCRETE SURFACE 3 0 PLATE EMBEDDED FLUSH WITH CONCRETE m FOR STEEL SHEAR STRENGTH > .450 IS REINFORCING PROVIDED FOR SHEAR ? > N o FOR CONCRETE SHEAR STRENGTH > .650 ARE BOLTS EMBEDDED BEYOND FAR FACE REINFORCING ? > Y s FOR CONCRETE TENSION STRENGTH > .850 ---------------------------------LOADING-------------------------------- SHEAR: WIND LOAD > .000 KIPS LIVE LOAD > .000 KIPS DEAD LOAD > .000 KIPS Vt > .000 KIPS LOAD COMBINATIONS (9-1) U = 1.4D + 1.7L .000 KIPS (9-2) U = 0.75x(1.4D + 1.1L + 1.7W) .000 KIPS (9-3) U = 0.9D + 1.3W .000 KIPS Vu > .000 KIPS TENSION: WIND LOAD > 4.000 KIPS LIVE LOAD > .000 KIPS DEAD LOAD > .000 KIPS Ps > 4.000 KIPS LOAD COMBINATIONS (9-1) U = 1.4D + 1.1L .000 KIPS (9-2) U = 0.75t(1.4D + 1.1L + 1.7W) 5.100 KIPS (9-3) U = 0.9D + 1.3W 5.200 KIPS Pu ) 10.400 KIPS -----------------------------BOLT GROUP DATA ---------------------------- BOLT GRADE > 1 1 =) A307 20 A325 SPECIFIED MIN. TENSILE STRENGTH ) 60.000 KSI BOLT DIAMETER (0) ) .500 IN. HEAD DIAMETER (dh) > .750 IN. BOLT AREA (Ab) > .1960 IN"2 BOLT SPACING > .000 INCHES ROW SPACING ) .000 INCHES NUMBER OF BOLTS/ROW ) 1.000 NUMBER OF ROWS ) 1.000 BOLT EMBEDMENT ) 12.000 INCHES EDI ) 2.750 INCHES (LOADED EDGE) ED2 ) 12.250 INCHES (UNLOADED EDGE) ED3 ) 2.750 INCHES (SIDE 1) ED4 ) 12.000 INCHES (SIDE 2) SHEAR CHECK BOLT(S) NEAR FREE EDGE IDVc ) 1.544 KIPS 1 BOLTS CONSIDERED Vs ) 5.292 KIPS 1 BOLTS CONSIDERED CHECK BOLT(S),FARTHEST FROM FREE EDGE oVc ) 1.544 KIPS 1 BOLTS CONSIDERED Vs ) 5.292 KIPS 1 BOLTS CONSIDERED FOR ANCHOR GROUPS, THE CONCRETE DESIGN SHEAR STRENGTH SHALL BE TAKEN AS THE SMALLEST OF: 1. THE STRENGTH OF THE WEAKEST STUD TIMES.THE NUMBER OF STUDS. 2. THE STRENGTH OF THE ROW OF STUDS NEAREST THE FREE EDGE IN THE DIRECTION OF SHEAR TIMES THE NUMBER OF ROWS. 3. THE STRENGTH OF THE ROW FARTHEST FROM THE FREE EDGE IN THE DIRECTION OF SHEAR. CASE 1 ) 1.544 KIPS CASE 2 ) 1.544 KIPS CASE 3 ) 1.544 KIPS ovC ) 1.544 KIPS VC ) 2.316 KIPS Vs ) 5.292 KIPS Ps ) 10.584 KIPS (0.9 * Ab * f's) Ao ) 193.095 IN"2 (Tensile stress area) oPc ) 32.826 KIPS (o # 1 (f'c)".5 t 4 t Ao) Pc ) 38.619 KIPS -------------=----------------UNITY CHECK ------------------------------- I/o((Pu/Pc)' + (Vu%Vc)') ) .085 (Pu/Ps)' + (Vu/Vs)' > .966 ZZ CONC�OLT 1147 PM -------=---------------------------------------------------------------- REV 12-29-92 ANCHORAGE TO CONCRETE 5/12/93 ----------------------=------------------------------------------------- DESCRIPTION ))Tao story footing ))5/8' diameter ---------------------------------GENERAL-------------------------------- SPECIAL INSPECTION ? > N USE MULTIPLIER = 2.0 CONCRETE STRENGTH V c ) 2.500 KSI LAMBDA ) 1.000 NORMAL WEIGHT CONCRETE BASE PLATE TYPE > 1 1 =) PLATE SUPPORTED ON GROUT PAD 2 =) PLATE SUPPORTED ON CONCRETE SURFACE 3 0 PLATE EMBEDDED FLUSH WITH CONCRETE m FOR STEEL SHEAR STRENGTH > .450 IS REINFORCING PROVIDED FOR SHEAR ? > N e FOR CONCRETE SHEAR STRENGTH ) .650 ARE BOLTS EMBEDDED BEYOND FAR FACE REINFORCING ? > Y o.FOR CONCRETE TENSION STRENGTH ) .850 ---------------------------------LOADING-------------------------------- SHEAR: WIND LOAD > .000 KIPS LIVE LOAD > .000 KIPS DEAD LOAD > .000 KIPS Vt ) .000 KIPS LOAD COMBINATIONS (9-1) U = 1.4D + 1.7L .000 KIPS (9-2) U = 0.15 (1.40 + 1.7L + 1.7W) .000 KIPS (9-3) U = 0.9D + 1.3W .000 KIPS Vu > .000 KIPS TENSION: WIND LOAD > 6.100 KIPS LIVE LOAD > .000 KIPS DEAD LOAD > .000 KIPS Ps I 6.100 KIPS LOAD COMBINATIONS (9-1) U = 1.4D.+ 1.1L .000 KIPS (9-2) U = 0.75*(1.4D' + 1.7L + 1.7W) 7.118 KIPS (9-3) U = 0.9D + 1.3W 7.930 KIPS Pu > 15.860 KIPS --= -------------------------- BOLT GROUP DATA ---------------------------- BOLT GRADE > 1 1 0 A307 20 A325 SPECIFIED MIN. TENSILE STRENGTH > 60.000 KSI BOLT DIAMETER (D) >. .625 IN. HEAD DIAMETER (dh) > .938 IN. BOLT AREA (Ab) > .3068 IN^2 BOLT SPACING > .000 INCHES ROW SPACING > .000 INCHES NUMBER OF BOLTS/ROW ) 1.000 NUMBER OF ROWS ) 1.000 BOLT EMBEDMENT ) 12.000 INCHES EDI ) 2.750 INCHES (LOADED EDGE) ED2 ) 12.250 INCHES (UNLOADED EDGE) ED3 ) 2.750 INCHES (SIDE 1) ED4 ) 12.000 INCHES (SIDE 2) 23 SHEAR CHECK BOLT(S) NEAR FREE EDGE BVC ) 1.544 KIPS 1 BOLTS CONSIDERED Vs ) 8.284 KIPS 1 BOLTS CONSIDERED CHECK BOLT(S) FARTHEST FROM FREE EDGE ovC ) 1.544 KIPS 1 BOLTS CONSIDERED Vs ) 8.284 KIPS 1 BOLTS CONSIDERED FOR ANCHOR GROUPS, THE CONCRETE DESIGN SHEAR STRENGTH SHALL BE TAKEN AS THE SMALLEST OF: 1. THE STRENGTH OF THE WEAKEST STUD TIMES THE NUMBER OF STUDS. 2. THE STRENGTH OF THE ROW OF STUDS NEAREST THE FREE EDGE IN THE DIRECTION OF SHEAR TIMES THE NUMBER OF ROWS. 3. THE STRENGTH OF THE ROW FARTHEST FROM THE FREE EDGE IN THE DIRECTION OF SHEAR. CASE 1 ) 1.544 KIPS CASE 2 ) 1.544 KIPS CASE 3 ) 1.544 KIPS ovc ) 1.544 KIPS VC ) 2.316 KIPS Vs ) 8.284 KIPS Ps ) 16.561 KIPS (0.9 t Ab * f's) Ao ) 194.245 IN"2 (Tensile stress area) opc ) 33.022 KIPS (o t 1 * (f'c)".S t 4 * Ao) Pc ) 38.849 KIPS ------------------------------UNITY CHECK ------------------------------- 1/o((Pu/Pc)' + (Vu/Vc)') > .196 (Pu/Ps)' + (Vu/Vs)' > .916 m CONCBOLT 11:48 PM ------------------------------------------------------------------------ REV 12-29-92 - ANCHORAGE TO CONCRETE 5/12/93 ------------------------------------------------------------------------ DESCRIPTION ))Tao story footing ))3/4' diameter ---------------------------------GENERAL-------------------------------- SPECIAL INSPECTION ? > N USE MULTIPLIER = 2.0 CONCRETE STRENGTH f'c ) 2.500 KSI LAMBDA ) 1.000 NORMAL WEIGHT CONCRETE BASE PLATE TYPE > 1 1 =) PLATE SUPPORTED ON GROUT PAD 2 =) PLATE SUPPORTED ON CONCRETE SURFACE 3 0 PLATE EMBEDDED FLUSH WITH CONCRETE o FOR STEEL SHEAR STRENGTH ) .450 IS REINFORCING PROVIDED FOR SHEAR ? > N o FOR CONCRETE SHEAR STRENGTH > .650 ARE BOLTS EMBEDDED BEYOND FAR FACE REINFORCING ? ) Y o FOR CONCRETE TENSION STRENGTH > .850 ---------------------------------LOADING-------------------------------- SHEAR: WIND LOAD > .000 KIPS LIVE LOAD > .000 KIPS DEAD LOAD > .000 KIPS Vt > .000 KIPS LOAD COMBINATIONS (9-1) U = 1.4D + 1.7L .000 KIPS. (9-2) U = 0.15(1 .40 + 1.7L + 1.7W) .000 KIPS (9-3) U = 0.9D + 1.3W .000 KIPS Vu > .000 KIPS TENSION: WIND LOAD > 8.800 KIPS LIVE LOAD > .000 KIPS DEAD LOAD > .000 KIPS Ps > 8.800 KIPS LOAD COMBINATIONS (9-1) U = 1.0 + 1.1L .000 KIPS (9-2) U = 0.75*(1.4D + 1.7L + 1.7W) 11.220 KIPS (9-3) U = 0.9D + 1.3W 11.440 KIPS Pu ) 22.880 KIPS -----------------------------BOLT GROUP DATA ---------------------------- BOLT GRADE ) 1 1 =) A307 20 A325 SPECIFIED MIN. TENSILE STRENGTH ) 60.000 KSI BOLT DIAMETER (D) ) .750 IN. HEAD DIAMETER (dh) ) 1.125 IN. BOLT AREA (Ab) ) .4418 IN"2 BOLT SPACING > .000 INCHES ROW SPACING > .000 INCHES NUMBER OF BOLTS/ROW >. 1.000 NUMBER OF ROWS > 1.000 BOLT EMBEDMENT > 12.000 INCHES EDI ) 2.750 INCHES (LOADED EDGE) ED2 > 12.250 INCHES (UNLOADED EDGE) E03 > 2.750 INCHES (SIDE 1) ED4 > 12.000 INCHES (SIDE 2) Z SHEAR CHECK BOLT(S) NEAR FREE EDGE ovC ) 1.544 KIPS 1 BOLTS CONSIDERED Vs ) 11.929 KIPS 1 BOLTS CONSIDERED CHECK BOLT(S) FARTHEST FROM FREE EDGE ovC ) 1.544 KIPS 1 BOLTS CONSIDERED Vs ) 11.929 KIPS 1 BOLTS CONSIDERED FOR ANCHOR GROUPS, THE CONCRETE DESIGN SHEAR STRENGTH SHALL BE TAKEN AS THE SMALLEST OF: 1. THE STRENGTH OF THE WEAKEST STUD TIMES THE NUMBER OF STUDS. 2. THE STRENGTH OF THE ROW OF STUDS NEAREST THE FREE EDGE IN THE DIRECTION OF SHEAR TIMES THE NUMBER.OF ROWS. 3. THE STRENGTH OF THE ROW FARTHEST FROM THE FREE EDGE IN THE DIRECTION OF SHEAR. CASE 1 ) 1.544 KIPS CASE 2 ) 1.544 KIPS CASE 3 ) 1.544 KIPS ovc ) 1.544 KIPS VC ) 2.376 KIPS Vs ) 11.929 KIPS Ps ) 23.857 KIPS (0.9 * Ab * f's) Ao ) 195.223 IN"2 (Tensile stress area) oPc ) 33.188 KIPS (o x 1 # (f'c)".5 * 4 x Ao) Pc ) 39.045 KIPS ------------------------------UNITY CHECK ------------------------------- 1/0[(Pu/Pc)' + (Vu/Vc)') > .404 (Pu/Ps)'.+ (Vu/Vs)' > .920 Z60 CONCBOLT 11:49 PH ------------------------------------------------------------------------ REV 12-29-92 ANCHORAGE TO CONCRETE 5/12/93 ------------------------------------------------------------------------ DESCRIPTION ))Two story footing ))1/8' diameter ---------------------------------GENERAL-------------------------------- SPECIAL INSPECTION ? ) N USE MULTIPLIER = 2.0 CONCRETE STRENGTH f'c ) 2.500 KSI LAMBDA ) 1.000 NORMAL WEIGHT CONCRETE BASE PLATE TYPE > 1 1 =) PLATE SUPPORTED ON GROUT PAD 2 =) PLATE SUPPORTED ON CONCRETE SURFACE 3 =) PLATE EMBEDDED FLUSH WITH CONCRETE o FOR STEEL SHEAR STRENGTH > .450 IS REINFORCING PROVIDED FOR SHEAR ? ) N o FOR CONCRETE SHEAR STRENGTH > .650 ARE BOLTS EMBEDDED BEYOND FAR FACE REINFORCING ? > Y s FOR CONCRETE TENSION STRENGTH > .850 ---------------------------------LOADING-------------------------------- SHEAR: WIND LOAD > .000 KIPS LIVE LOAD > .000 KIPS DEAD LOAD > .000 KIPS Vt > .000 KIPS LOAD COMBINATIONS (9-1) U = 1.4D + 1.7L .000 KIPS (9-2) U = 0.15$(1.40 + 13L + 1.7W) .000 KIPS (9-3) U = 0.9D + 1.3W .000 KIPS Vu > .000 KIPS TENSION: WIND LOAD > 12.000 KIPS LIVE LOAD.'' > .000 KIPS DEAD LOAD > .000 KIPS Ps > 12.000 KIPS LOAD COMBINATIONS. (9-1) U = 1.40 + 1.7L .000 KIPS (9-2) U = 0.75$(1.4D + 1.7L + 1.1W) 15.300 KIPS (9-3) U = 0.9D + 1.3W 15.600 KIPS Pu ) 31.200 KIPS -----------------------------BOLT GROUP DATA ---------------------------- BOLT GRADE > 1 1 =) A307 20 A325 SPECIFIED MIN. TENSILE STRENGTH ) 60.000 KSI BOLT DIAMETER (D) ) .875 IN: HEAD DIAMETER (dh) ) 1.313 IN. BOLT AREA (Ab) ) .6013 IN^2 BOLT SPACING ) .000 INCHES ROW SPACING ) .000 INCHES NUMBER OF BOLTS/ROW ) 1.000 NUMBER OF ROWS ) 1.000 BOLT EMBEDMENT ) 12.000 INCHES EDI ) 2.750 INCHES (LOADED EDGE) ED2 ) 12.250 INCHES (UNLOADED EDGE) E03 ) 2.750 INCHES (SIDE 1) ED4 ) 12.000 INCHES (SIDE 2) 2I SHEAR CHECK BOLT(S) NEAR FREE EDGE ovC ) 1.544 KIPS 1 BOLTS CONSIDERED Vs ) 16.235 KIPS 1 BOLTS CONSIDERED CHECK BOLT(S) FARTHEST FROM FREE EDGE oVc > 1.544 KIPS 1 BOLTS CONSIDERED Vs > 16.235 KIPS 1 BOLTS CONSIDERED FOR ANCHOR GROUPS, THE CONCRETE DESIGN SHEAR STRENGTH SHALL BE TAKEN AS THE SMALLEST OF: 1. THE STRENGTH OF THE WEAKEST STUD TIMES THE NUMBER*OF STUDS. 2. THE STRENGTH OF THE ROW OF STUDS NEAREST THE FREE EDGE IN THE DIRECTION OF SHEAR TIMES THE NUMBER OF ROWS. 3. THE STRENGTH OF THE ROW FARTHEST FROM THE FREE EDGE IN THE DIRECTION OF SHEAR. CASE 1 ) 1.544 KIPS CASE 2 ) 1.544 KIPS CASE 3 ) 1.544 KIPS ovc ) 1.544 KIPS VC ) 2.376 KIPS Vs ) 16.235 KIPS Ps ) 32.470 KIPS (0.9 $ Ab * f's) Ao ) 196.069 IN"2 (Tensile stress area) sPc ) 33.332 KIPS (o t 1 * (f'c)".5 * 4 x Ao) Pc ) 39.214 KIPS ------------------------------UNITY CHECK ------------------------------- 1/0[(Pu/Pc)' + (Vu/Vc)') > .745 (Pu/Ps)' + (Vu/Vs)' ) .923 CONCBOLT 10:58 PM ------------------------------------------------------------------------ REV 12-29-92 ANCHORAGE TO CONCRETE 5/14/93 DESCRIPTION ))ONE STORY FOOTING --------------------------------- GENERAL -------------------------------- SPECIAL ------------------------------GENERAL-------------------------------- SPECIAL INSPECTION ? > N USE MULTIPLIER = 2.0 CONCRETE STRENGTH f'c ) 2.500 KSI LAMBDA ) 1.000 NORMAL WEIGHT CONCRETE BASE PLATE TYPE > 1 1 0 PLATE SUPPORTED ON GROUT PAD 2 =) PLATE SUPPORTED ON CONCRETE SURFACE 3 =) PLATE EMBEDDED FLUSH WITH CONCRETE FOR STEEL SHEAR STRENGTH > .450 IS REINFORCING PROVIDED FOR SHEAR ? > N 0 FOR CONCRETE SHEAR STRENGTH > .650 ARE BOLTS EMBEDDED BEYOND FAR FACE REINFORCING ? > Y o FOR CONCRETE TENSION STRENGTH > .850 ---------------------------------LOADING-------------------------------- SHEAR: WIND LOAD > .000 KIPS LIVE LOAD > .000 KIPS DEAD LOAD ) .000 KIPS Vt > .000 KIPS LOAD COMBINATIONS (9-1) U = 1.0 + 1.7L .000 KIPS (9-2) U = 0.75$(1.4D + 1.1L + 1.7W) .000 KIPS (9-3) U = 0.9D + 1.3W .000 KIPS Vu > .000 KIPS TENSION: WIND LOAD ) 4.000 KIPS LIVE LOAD ) .000 KIPS DEAD LOAD > .000 KIPS Ps > 4.000 KIPS LOAD COMBINATIONS (9-1) U = 1.4D + 1.7L .000 KIPS (9-2) U = 0.15(1 .40 + 1.1L + 1.1W) 5.100 KIPS (9-3) U = 0.9D + 1.3W 5.200 KIPS Pu ) 10.400 KIPS -----------------------------BOLT GROUP DATA ---------------------------- BOLT GRADE > 1 1 =) A307 2=) A325 SPECIFIED MIN. TENSILE STRENGTH ) 60.000 KSI BOLT DIAMETER (D) ) :500 IN. HEAD DIAMETER (dh) > .750 IN. BOLT AREA (Ab) > .1960 IN"2 BOLT SPACING > .000 INCHES ROW SPACING ) .000 INCHES NUMBER OF BOLTS/ROW ) 1.000 NUMBER OF ROWS ) 1.000 BOLT EMBEDMENT ) 12.000 INCHES EDI ) 2.750 INCHES (LOADED EDGE) ED2 ) 9.250 INCHES (UNLOADED EDGE) ED3 ) 2.750 INCHES (SIDE 1) ED4 ) 12.000 INCHES (SIDE 2) 2c1 SHEAR CHECK BOLT(S) NEAR FREE EDGE ovC ) 1.544 KIPS 1 BOLTS CONSIDERED Vs ) 5.292 KIPS 1 BOLTS CONSIDERED CHECK BOLT(S) FARTHEST FROM FREE EDGE ovc ) 1.544 KIPS 1 BOLTS CONSIDERED Vs ) 5.292 KIPS 1 BOLTS CONSIDERED FOR ANCHOR GROUPS, THE CONCRETE DESIGN SHEAR STRENGTH SHALL BE TAKEN AS THE SMALLEST OF: 1. THE STRENGTH OF THE WEAKEST STUD TIMES THE NUMBER OF STUDS. 2. THE STRENGTH OF THE ROW OF STUDS NEAREST THE FREE EDGE IN THE DIRECTION OF SHEAR TIMES THE NUMBER OF ROWS. 3. THE STRENGTH OF THE ROW FARTHEST FROM THE FREE EDGE IN THE DIRECTION OF SHEAR. CASE 1 ) 1.544 KIPS CASE 2 ) 1.544 KIPS CASE 3 ) 1.544 KIPS ovc ) 1.544 KIPS VC ) 2.316 KIPS Vs ) 5.292 KIPS Ps ) 10.584 KIPS (0.9 $ Ab * f's) Ao ) 161.465 IN"2 (Tensile stress area) sPc ) 28.469 KIPS (o 1 (f'c)".5 i 4 * Ao) Pc ) 33.493 KIPS ------------------------------UNITY CHECK ------------------------------- 1/0[(Pu/Pc)' + (Vu/Vc)') ) .113 (Pu/Ps), + (vu/vs), > .966 3a CONCtOLT 11:50 PM --------------------------7--------------------------------------------- REV 12-29-92 ANCHORAGE TO CONCRETE 5/12/93 ------------------------------------------------------------------------ DESCRIPTION ))One story footing ))5/8' diameter ---------------------------------GENERAL-------------------------------- SPECIAL INSPECTION ? > N USE MULTIPLIER = 2.0 CONCRETE STRENGTH V c ) 2.500 KSI LAMBDA ) 1.000 NORMAL WEIGHT CONCRETE BASE PLATE TYPE > 1 1 0 PLATE SUPPORTED ON GROUT PAD 2 0 PLATE SUPPORTED ON CONCRETE SURFACE 3 =) PLATE EMBEDDED FLUSH WITH CONCRETE o FOR STEEL SHEAR STRENGTH ) .450 IS REINFORCING PROVIDED FOR SHEAR ? > N m FOR CONCRETE SHEAR STRENGTH > .650 ARE BOLTS EMBEDDED BEYOND FAR FACE REINFORCING ? > Y o FOR CONCRETE TENSION STRENGTH > .8SO ---------------------------------LOADING-------------------------------- SHEAR: WIND LOAD > .000 KIPS LIVE LOAD ) .000 KIPS DEAD LOAD > .000 KIPS Vt ) .000 KIPS LOAD COMBINATIONS (9-1) U = 1.4D + 1.7L .000. KIPS (9-2) U = 0.75*(1.4D + 1.1L + 1.7W) .000 KIPS (9-3) U = 0.9D + 1.3W .000 KIPS Vu ) .000 KIPS TENSION: WIND LOAD ) 6.100 KIPS LIVE LOAD > .000 KIPS DEAD LOAD > .000 KIPS Ps ) 6.100 KIPS LOAD COMBINATIONS (9-1) U = 1.4D + 1.7L .000 KIPS (9-2) U = 0.15(1 .40 + 1.1L + 1.7W) 7.778 KIPS (9-3) U = 0.9D + 1.3W 7.930 KIPS Pu ) 15.860 KIPS -----------------------------BOLT GROUP DATA ----------------------------- BOLT GRADE > 1 1 =) A307 20 A32S SPECIFIED MIN. TENSILE STRENGTH ) 60.000 KSI BOLT DIAMETER (D) ) .625 IN. HEAD DIAMETER (dh) > .938 IN. BOLT AREA (Ab) ) :3068 IN"2 BOLT SPACING > .000 INCHES ROW SPACING ) .000 INCHES NUMBER OF BOLTS/ROW ) 1.000 NUMBER OF ROWS ) 1.000 BOLT EMBEDMENT ) 12.000 INCHES EDI ) 2.750 INCHES (LOADED EDGE) ED2 ) 9.250 INCHES (UNLOADED EDGE) ED3 ) 2.750 INCHES (SIDE 1) ED4 ) 12.000 INCHES (SIDE 2) 31 SHEAR CHECK BOLT(S) NEAR FREE EDGE oVc ) 1.544 KIPS 1 BOLTS CONSIDERED Vs ) 8.284 KIPS 1 BOLTS CONSIDERED CHECK BOLT(S) FARTHEST FROM FREE EDGE aVc ) '1.544 KIPS 1 BOLTS CONSIDERED Vs ) 8.284 KIPS 1 BOLTS CONSIDERED FOR ANCHOR GROUPS, THE CONCRETE DESIGN SHEAR STRENGTH SHALL BE TAKEN AS THE SMALLEST OF: 1. THE STRENGTH OF THE WEAKEST STUD TIMES THE NUMBER OF STUDS. 2. THE STRENGTH OF THE ROW OF STUDS NEAREST THE FREE EDGE IN THE DIRECTION OF SHEAR TIMES THE NUMBER OF ROWS. 3. THE STRENGTH OF THE ROW FARTHEST FROM THE FREE EDGE IN THE DIRECTION OF SHEAR. CASE 1 ) 1.544 KIPS ' CASE 2 > 1.544 KIPS CASE 3 I 1.544 KIPS sVc ) 1.544 KIPS VC ) 2.376 KIPS Vs ) 8.284 KIPS Ps ) 16.567 KIPS (0.9 * Ab f's) Ao ) 167.890 IN"2 (Tensile stress area) oPc ) 28.541 KIPS (o $ I $ (f'c)".5 * 4 Ao) Pc ) 33.578 KIPS ------------------------------UNITY CHECK ------------------------------- I/o[(Pu/Pc)' + (Vu/Vc)') > .262 (Pu/Ps)'.,+ (Vu/Vs)' ) .916 37, CONC'BOLT 1151 PM ------------------------------------------------------------------------ REV 12-29-92 ANCHORAGE TO CONCRETE 5/12/93 ------------------------------------------------------------------------ DESCRIPTION ))One story footing ))3/4' diameter ---------------------------------GENERAL-------------------------------- SPECIAL INSPECTION ? > N USE MULTIPLIER = 2.0 CONCRETE STRENGTH f'c ) 2.500 KSI LAMBDA ) 1.000 NORMAL WEIGHT CONCRETE BASE PLATE TYPE > 1 1 =) PLATE SUPPORTED ON GROUT PAD 2 =) PLATE SUPPORTED ON CONCRETE SURFACE 3 0 PLATE EMBEDDED FLUSH WITH CONCRETE o FOR STEEL SHEAR STRENGTH ) .450 IS REINFORCING PROVIDED FOR SHEAR ? > N o FOR CONCRETE SHEAR STRENGTH > .650 ARE BOLTS EMBEDDED BEYOND FAR FACE REINFORCING ? ) Y o FOR CONCRETE TENSION STRENGTH > .850 --------------------------------- LOADING -------------------------------- SHEAR: WIND LOAD > .000 KIPS LIVE LOAD ) .000 KIPS DEAD LOAD > .000 KIPS Vt > .000 KIPS LOAD COMBINATIONS (9-1) U 1.4D + 1.7L .000 KIPS (9-2) U = 0.75$(1.4D + 1.7L + 1.7W) .000 KIPS (9-3) U = 0.90 + 1.3W .000 KIPS Vu > .000 KIPS TENSION: WIND LOAD > 8.800 KIPS LIVE LOAD > .000 KIPS DEAD LOAD ) .000 KIPS Ps > 8.800 KIPS LOAD COMBINATIONS (9-1) U = 1.40 + 1.7L .000 KIPS (9-2) U = 0.75*(1.4D + 1.7L + 1.7W) 11.220 KIPS (9-3) U = 0.9D + 1.3W 11.440 KIPS Pu ) 22.880 KIPS -----------------------------BOLT GROUP DATA ---------------------------- BOLT GRADE > 1 1 =) A307 20 A325 SPECIFIED MIN. TENSILE STRENGTH ) 60.000 KSI BOLT DIAMETER (0) ) .750 IN. HEAD DIAMETER (dh) ) 1.125 IN. BOLT AREA (Ab) ) .4418 IN"2 BOLT SPACING > .000 INCHES ROW SPACING > .000 INCHES NUMBER OF BOLTS/ROW ) 1.000 NUMBER OF ROWS ) 1.000 BOLT EMBEDMENT ) 12.000 INCHES EDI ) 2.750 INCHES (LOADED EDGE) ED2 ) 9.250 INCHES (UNLOADED EDGE) E03 ) 2.750 INCHES (SIDE 1) ED4 ) 12.000 INCHES (SIDE 2) SHEAR CHECK BOLT(S) NEAR FREE EDGE oVc ) 1.544 KIPS 1 BOLTS CONSIDERED Vs ) 11.929 KIPS 1 BOLTS CONSIDERED CHECK BOLT(S) FARTHEST FROM FREE EDGE oVc ) 1.544 KIPS 1 BOLTS CONSIDERED Vs ) 11.929 KIPS 1 BOLTS CONSIDERED FOR ANCHOR GROUPS, THE CONCRETE DESIGN SHEAR STRENGTH SHALL BE TAKEN AS THE SMALLEST OF: 1. THE STRENGTH OF THE WEAKEST STUD TIMES THE NUMBER OF STUDS. 2. THE STRENGTH OF THE ROW OF STUDS NEAREST THE FREE EDGE IN THE DIRECTION OF SHEAR TIMES THE NUMBER OF ROWS. 3. THE STRENGTH OF THE'ROW FARTHEST FROM THE FREE EDGE IN THE DIRECTION OF SHEAR. CASE 1 ) 1.544 KIPS CASE 2 ) 1.544 KIPS CASE 3 ) 1.544 KIPS $Vc ) 1.544 KIPS VC ) 2.316 KIPS Vs ) 11.929 KIPS Ps ) 23.851 KIPS (0.9 * Ab t f's) Ao ) 168.225 IN"2 (Tensile stress area) oPc ) 28.598 KIPS (o # 1 (f'c)".5 * 4 * Ao) Pc ) 33.645 KIPS ------------------------------UNITY CHECK ------------------------------- I/o[(Pu/Pc)' t (Vu/Vc)') > .544 (Pu/Ps)' + (Vu/Vs)' > .920 • ' 34 CONC$OLT 11:52 PM ------------------------------------------------------------------------ REV 12-29-92 ANCHORAGE TO CONCRETE 5/12/93 DESCRIPTION ))One story footing ))7/8' diameter ---------------------------------GENERAL-------------------------------- SPECIAL INSPECTION ? > N USE MULTIPLIER = 2.0 CONCRETE STRENGTH V c ) 2.500 KSI LAMBDA ) 1.000 NORMAL WEIGHT CONCRETE BASE PLATE TYPE > 1 1 =) PLATE SUPPORTED ON GROUT PAD 2 =) PLATE SUPPORTED ON CONCRETE SURFACE 3 =) PLATE EMBEDDED FLUSH WITH CONCRETE o FOR STEEL SHEAR STRENGTH > .450 IS REINFORCING PROVIDED FOR SHEAR ? > N o FOR CONCRETE SHEAR STRENGTH > .650 ARE BOLTS EMBEDDED BEYOND FAR FACE REINFORCING ? > Y o FOR CONCRETE TENSION STRENGTH ) .850 --------------------------------- LOADING ------ =------------------------- SHEAR: WIND LOAD > .000 KIPS LIVE LOAD > .000 KIPS DEAD LOAD )..000 KIPS Vt > .000 KIPS LOAD COMBINATIONS (9-1) U = 1.4D + 1.7L .000 KIPS (9-2) U = 0.15#(1.40 + 1.1L + 1.7W) .000 KIPS (9-3) U = 0.9D + 1.3W .000 KIPS Vu > .000 KIPS TENSION: WIND LOAD > 12.000 KIPS LIVE LOAD ) .000 KIPS DEAD LOAD > .000 KIPS Ps > 12.000 KIPS LOAD COMBINATIONS (9-1) U = 1.4D + 1.1L .000 KIPS (9-2) U = 0.75#(1.40 + 1.7L + 1.1W) 15.300 KIPS (9-3) U = 0.9D + 1.3W 15.600 KIPS Pu ) 31.200 KIPS -----------------------------BOLT GROUP DATA ---------------------------- BOLT GRADE > 1 1 =) A307 20 A325 SPECIFIED MIN. TENSILE STRENGTH ) 60.000 KSI BOLT DIAMETER (D) ) .875 IN. HEAD DIAMETER (dh) ) 1.313 IN. BOLT AREA (Ab) ) .6013 IN^2 BOLT SPACING ) .000 INCHES ROW SPACING ) .000 INCHES NUMBER OF BOLTS/ROW ) 1.000 NUMBER OF ROWS ) 1.000 BOLT EMBEDMENT > 12.000 INCHES EDI > 2.750 INCHES (LOADED EDGE) ED2 > 9.250 INCHES (UNLOADED EDGE) E03 > 2.750 INCHES (SIDE 1) ED4 > 12.000 INCHES (SIDE 2) SHEAR CHECK BOLT(S) NEAR FREE EDGE oVc ) 1.544 KIPS 1 BOLTS CONSIDERED Vs ) 16.235 KIPS 1 BOLTS CONSIDERED CHECK BOLT(S) FARTHEST FROM FREE EDGE ove ) 1.544 KIPS 1 BOLTS CONSIDERED Vs ) 16.235 KIPS 1 BOLTS CONSIDERED FOR ANCHOR GROUPS, THE CONCRETE DESIGN SHEAR STRENGTH SHALL BE TAKEN AS THE SMALLEST OF: 1. THE STRENGTH OF THE WEAKEST STUD TIMES THE NUMBER OF STUDS. 2. THE STRENGTH OF THE ROW OF STUDS NEAREST THE FREE EDGE IN THE DIRECTION OF SHEAR TIMES THE NUMBER OF ROWS. 3. THE STRENGTH OF THE ROW FARTHEST FROM THE FREE EDGE IN THE DIRECTION OF SHEAR. CASE 1 ) 1.544 KIPS CASE 2 ) 1.544 KIPS CASE 3 ) 1.544 KIPS oVc ) 1.544 KIPS VC ) 2.316 KIPS Vs ) 16.235 KIPS Ps ) 32.410 KIPS (0.9 t Ab x f's) Ao ) 168.410 IN"2 (Tensile stress area) oPc ) 28.640 KIPS (s t 1 * (f'c)".5 $ 4 $ Ao) Pc ) 33.694 KIPS ------------------------------ CHECK------------------------------- 1/0((Pu/Pc)' + (vu/uc)') 1.009Y (Pu/Ps)' + (Vu/Vs)' > 3 CONCSOLT 11:00 PH ------------------------------------------------------------------------ REV 12-29-92 ANCHORAGE TO CONCRETE 5/14/93 DESCRIPTION ))RW FOOTING ---------------- „-I/� -------GENERAL-------------------------------- SPECIAL INSPECTION ? > N USE MULTIPLIER = 2.0 CONCRETE STRENGTH f'c ) 2.500 KSI LAMBDA ) 1.000 NORMAL WEIGHT CONCRETE BASE PLATE TYPE > 1 1 =) PLATE SUPPORTED ON GROUT PAD 2 =) PLATE SUPPORTED ON CONCRETE SURFACE 3 =) PLATE EMBEDDED FLUSH WITH CONCRETE 0 FOR STEEL SHEAR STRENGTH > .450 IS REINFORCING PROVIDED FOR SHEAR ? > N m FOR CONCRETE SHEAR STRENGTH > .650 ARE BOLTS EMBEDDED BEYOND FAR FACE REINFORCING ? > Y o FOR CONCRETE TENSION STRENGTH > .850 ---------------------------------LOADING-------------------------------- SHEAR: WIND LOAD >. .000 KIPS LIVE LOAD > .000 KIPS DEAD LOAD > .000 KIPS Vt > .000 KIPS LOAD COMBINATIONS (9-1) U = 1.4D + 1.1L .000 .KIPS (9-2) U = 0.15*(1.4D + 1.1L + 1.7W) .000 KIPS (9-3) U = 0.9D + 1.3W .000 KIPS Vu ) .000 KIPS TENSION: WIND LOAD > 4.000 KIPS LIVE LOAD > .000 KIPS DEAD LOAD > .000 KIPS Ps > 4.000 KIPS LOAD COMBINATIONS (9-1) U = 1.40 + 1.7L .000 KIPS (9-2) U = 0.75*(1.4D + 1.1L + 1.1W) 5.100 KIPS (9-3) U = 0.9D + 1.3W 5.200 KIPS Pu ) 10.400 KIPS ------------=----------------BOLT GROUP DATA ---------------------------- BOLT GRADE > 1 1 =) A307 20 A325 SPECIFIED MIN. TENSILE STRENGTH ) 60.000 KSI BOLT DIAMETER (D) ) .500 IN. HEAD DIAMETER (dh) ) .750 IN. BOLT AREA (Ab) ) .1960 IN^2 BOLT SPACING ) .000 INCHES ROW SPACING > .000 INCHES NUMBER OF BOLTS/ROW ) 1.000 NUMBER OF ROWS ) 1.000 BOLT EMBEDMENT > 12.000 INCHES EDI > 2.750 INCHES (LOADED EDGE) ED2 ) 5.250 INCHES (UNLOADED EDGE) E03 > 12.000 INCHES (SIDE 1) ED4 > 12.000 INCHES (SIDE 2) 3-7 SHEAR CHECK BOLT(S) NEAR FREE EDGE oVc ) 1.544 KIPS 1 BOLTS CONSIDERED Vs ) 5.292 KIPS 1 BOLTS CONSIDERED CHECK BOLT(S) FARTHEST FROM FREE EDGE oVc ) 1.544 KIPS 1 BOLTS CONSIDERED Vs ) 5.292 KIPS 1 BOLTS CONSIDERED FOR ANCHOR GROUPS, THE CONCRETE DESIGN SHEAR STRENGTH SHALL BE TAKEN AS THE SMALLEST OF: 1. THE STRENGTH OF THE WEAKEST STUD TIMES THE NUMBER OF STUDS. 2. THE STRENGTH OF THE ROW OF STUDS NEAREST THE FREE EDGE IN THE DIRECTION OF SHEAR TIMES THE NUMBER OF ROWS. 3. THE STRENGTH OF THE ROW FARTHEST FROM THE FREE EDGE IN THE DIRECTION OF SHEAR. CASE 1 ) 1.544 KIPS CASE 2 ) 1.544 KIPS CASE 3 ) 1.544 KIPS oVc ) 1.544 KIPS VC ) 2.376 KIPS Vs ) 5.292 KIPS Ps ) 10.584 KIPS (0.9 * Ab t f's) Ao ) 193.818 IN"2 (Tensile stress area) oPc ) 32.949 KIPS (o 1 $ (f'c)".5 t 4 t Ao) Pc ) 38.764 KIPS ------------------------------UNITY CHECK ------------------------------- 1/o[(Pu/Pc)' t (Vu/Vc)') > .085 (Pu/Ps), t (vu/vs) , > .966 3t) CONC80LT 11:53 PM ------------------------------------------------------------------------ REV 12-29-92 ANCHORAGE TO CONCRETE 5/12/93 DESCRIPTION ))8' thick retaining wall ))5/8' diameter ---------------------------------GENERAL-------------------------------- SPECIAL INSPECTION ? > N USE MULTIPLIER = 2.0 CONCRETE STRENGTH Vc I 2.500 KSI LAMBDA ) 1.000 NORMAL WEIGHT CONCRETE BASE PLATE TYPE > 1 1 =f PLATE SUPPORTED ON GROUT PAD 2 => PLATE SUPPORTED ON CONCRETE SURFACE 3 =) PLATE EMBEDDED FLUSH WITH CONCRETE o FOR STEEL SHEAR STRENGTH > .450 IS REINFORCING PROVIDED FOR SHEAR ? > N o FOR CONCRETE SHEAR STRENGTH ) .650 ARE BOLTS EMBEDDED BEYOND FAR FACE REINFORCING ? ) Y m FOR CONCRETE TENSION STRENGTH > .850 ---------------------------------LOADING-------------------------------- SHEAR: WIND LOAD > .000 KIPS LIVE LOAD > .000 KIPS DEAD LOAD I .000 KIPS Vt ) .000 KIPS LOAD COMBINATIONS (9-1) U = 1.4D + 1.1L .000 KIPS (9-2) U = 0.15*(1.4D + 1.1L + 1.7W) .000 KIPS (9-3) U = 0.9D + 1.3W .000 KIPS Vu. > .000 KIPS TENSION: WIND LOAD > 6.100 KIPS LIVE LOAD > .000 KIPS DEAD LOAD f .000 KIPS Ps ) 6.100 KIPS LOAD COMBINATIONS. (9-1) U = 1.4D t 1.7L .000 KIPS (9-2) U = 0.75*(1.4D + 1.1L + 1.7W) 7.778 KIPS (9-3) U = 0.9D + 1.3W 7.930 KIPS Pu I 15.860 KIPS -----------------------------BOLT GROUP DATA ---------------------------- BOLT GRADE > 1 1 =) A307 20 A325 SPECIFIED MIN. TENSILE STRENGTH ) 60.000 KSI BOLT DIAMETER (D) ) .625 IN. HEAD DIAMETER (dh) > .938 IN. BOLT AREA (Ab) > .3068 IN^2 BOLT SPACING > .000 INCHES ROW SPACING > .000 INCHES NUMBER OF BOLTS/ROW ) 1.000 NUMBER OF ROWS ) 1.000 BOLT EMBEDMENT ) 12.000 INCHES EDI ) 2.750 INCHES (LOADED EDGE) ED2 ) 5.250 INCHES (UNLOADED EDGE) ED3 ) 12.000 INCHES (SIDE 1) ED4 ) 12.000 INCHES (SIDE 2) SHEAR CHECK BOLT(S) NEAR FREE EDGE oVc ) 1.544 KIPS 1 BOLTS CONSIDERED Vs ) 8.284 KIPS 1 BOLTS CONSIDERED CHECK BOLT(S) FARTHEST FROM FREE EDGE oVc ) 1.544 KIPS 1 BOLTS CONSIDERED Vs ) 8.284 KIPS 1 BOLTS CONSIDERED FOR ANCHOR GROUPS, THE CONCRETE DESIGN SHEAR STRENGTH SHALL BE TAKEN AS THE SMALLEST OF: 1. THE STRENGTH OF THE WEAKEST STUD TIMES THE NUMBER OF STUDS. 2. THE STRENGTH OF THE ROW OF STUDS NEAREST THE FREE EDGE IN THE DIRECTION OF SHEAR TIMES THE NUMBER OF ROWS. 3. THE STRENGTH OF THE ROW FARTHEST FROM THE FREE EDGE IN THE DIRECTION OF SHEAR. CASE 1 ) 1.544 KIPS CASE 2 ) 1.544 KIPS CASE 3 ) 1.544 KIPS oVc ) 1.544 KIPS VC ) 2.376 KIPS Vs ) 8.284 KIPS Ps ) 16.567 KIPS (0.9 * Ab * f's) Ao ) 191.805 IN"2 (Tensile stress area) oPc ) 32.607 KIPS (o * 1 $ (f'c)".5 * 4 t Ao) Pc ) 38.361 KIPS ------------------------------UNITY CHECK ------------------------------- 1 /o [(Pu/Pc )' + (Vu/Vc )') > .201 (Pu/Ps)' + (Vu/Vs)' > .916 M CONC80LT 11:54 PM ------------------------------------------------------------------------ REV 12-29-92 ANCHORAGE TO CONCRETE 5/12/93 ------------------------------------------------------------------------ DESCRIPTION ))8' thick retaining wall ))3/4' diameter ---------------------------------GENERAL-------------------------------- SPECIAL INSPECTION ? > N USE MULTIPLIER = 2.0 CONCRETE STRENGTH Vc ) 2.500 KSI LAMBDA ) 1.000 NORMAL WEIGHT CONCRETE BASE PLATE TYPE > 1 1 =) PLATE SUPPORTED ON GROUT PAD 2 =) PLATE SUPPORTED ON CONCRETE SURFACE 3 =) PLATE"EMBEDDED FLUSH WITH CONCRETE o FOR STEEL SHEAR STRENGTH > .450 IS REINFORCING PROVIDED FOR SHEAR ? > N o FOR CONCRETE SHEAR STRENGTH > .650 ARE BOLTS EMBEDDED BEYOND FAR FACE REINFORCING ? ) Y m FOR CONCRETE TENSION STRENGTH > .850 ---------------------------------LOADING-------------------------------- SHEAR; WIND LOAD > .000 KIPS LIVE LOAD > .000 KIPS DEAD LOAD > .000 KIPS Vt ) .000 KIPS LOAD COMBINATIONS (9-1) U = 1.4D + 1.7L .000 KIPS (9-2) U = 0.75*(1.40 + 1.1L + 1.7W) .000 KIPS (9-3) U = 0.9D + 1.3W .000 KIPS Vu > .000 KIPS TENSION: WIND LOAD > 8.800 KIPS LIVE LOAD > .000 KIPS DEAD LOAD > .000 KIPS Ps > 8.800 KIPS LOAD COMBINATIONS (9-1) U = 1.4D + 1.1L .000 KIPS (9-2) U = 0.75$(1.4D + 13L + 1.7W) 11.220 KIPS (9-3) U = 0.9D + 1.3W 11.440 KIPS Pu ) 22.880 KIPS -----------------------------BOLT GROUP DATA ---------------------------- BOLT GRADE ) 1 1 0 A307 20 A325 SPECIFIED MIN. TENSILE STRENGTH ) 60.000 KSI BOLT DIAMETER (D) ) .750 IN. HEAD DIAMETER (dh) ) 1.125 IN. BOLT AREA (Ab) ) .4418 IN"2 BOLT SPACING ) .000 INCHES ROW SPACING > .000 INCHES. NUMBER OF BOLTS/ROW ) 1.000 NUMBER OF ROWS ) 1.000 BOLT EMBEDMENT > 12.000 INCHES EDI ) 2.750 INCHES (LOADED EDGE) ED2 ) 5.250 INCHES (UNLOADED EDGE) ED3 ) 12.000 INCHES (SIDE 1) ED4 ) 12.000 INCHES (SIDE 2) 4-1 SHEAR CHECK BOLT(S) NEAR FREE EDGE oVc ) 1.544 KIPS 1 BOLTS CONSIDERED Vs ) 11.929 KIPS 1 BOLTS CONSIDERED CHECK BOLT(S) FARTHEST FROM FREE EDGE ove ) 1.544 KIPS 1 BOLTS CONSIDERED Vs ) 11.929 KIPS 1 BOLTS CONSIDERED FOR ANCHOR GROUPS, THE CONCRETE DESIGN SHEAR STRENGTH SHALL BE TAKEN AS THE SMALLEST OF: 1. THE STRENGTH OF THE WEAKEST STUD TIMES THE NUMBER OF STUDS. .2. THE STRENGTH OF THE ROW OF STUDS NEAREST THE FREE EDGE IN THE DIRECTION OF SHEAR TIMES THE NUMBER OF ROWS. 3. THE STRENGTH OF THE ROW FARTHEST FROM THE FREE EDGE IN THE DIRECTION OF SHEAR. CASE 1 ) 1.544 KIPS CASE 2 ) 1.544 KIPS CASE 3 ) 1.544 KIPS ovC ) 1.544 KIPS VC ) 2.376 KIPS Vs ) 11.929 KIPS Ps ) 23.857 KIPS (0.9 * Ab * f's) Ao ) 190.011 IN^2 (Tensile stress area) opc ) 32.302 KIPS (o # 1 (f'c)".5 $ 4 t Ao) Pc ) 38.002 KIPS ------------------------------UNITY CHECK ------------------------------- 1/0[(PU/Pc)' + (Vu/Vc)') > .426 (Pu/Ps)' + (Vu/Vs)' > .920 +L CONC8OLT 11:55 PM ------------------------------------------------------------------------ REV 12-29-92 ANCHORAGE TO CONCRETE 5/12/93 ------------------------------------------------------------------------ DESCRIPTION ))8' thick retaining wall ))7/8' diameter ---------------------------------GENERAL-------------------------------- SPECIAL INSPECTION ? ) N USE MULTIPLIER = 2.0 CONCRETE STRENGTH f'c ) 2.500 KSI LAMBDA ) 1.000 NORMAL WEIGHT CONCRETE BASE PLATE TYPE > 1 1 0 PLATE SUPPORTED ON GROUT PAD 2 =) PLATE SUPPORTED ON CONCRETE SURFACE 3 =) PLATE EMBEDDED FLUSH WITH CONCRETE o FOR STEEL SHEAR STRENGTH > .450 IS REINFORCING PROVIDED FOR SHEAR ? ) N m FOR CONCRETE SHEAR STRENGTH > .650 ARE BOLTS EMBEDDED BEYOND FAR FACE REINFORCING ? > Y a FOR CONCRETE TENSION STRENGTH > .850 ---------------------------------LOADING-------------------------------- SHEAR: WIND LOAD > .000 KIPS LIVE LOAD ) .000 KIPS DEAD LOAD > .000 KIPS Vt > .000 KIPS LOAD COMBINATIONS (9-1) U = 1.4D + 1.7L .000 KIPS (9-2) U = 0.75 (1.40 + 13L + 1.7W) .000 KIPS (9-3) U = 0.9D + 1.3W .000 KIPS Vu ) .000 KIPS TENSION: WIND LOAD > 12.000 KIPS LIVE LOAD > .000 KIPS DEAD LOAD ) .000 KIPS Ps ) 12.000 KIPS LOAD COMBINATIONS (9-1) U = 1.4D + 13L .000 KIPS (9-2) U = 0.75*(1.4D + 1.7L + 13W) 15.300 KIPS (9-3) U = 0.9D + 1.3W 15.600 KIPS Pu ) 31.200 KIPS -----------------------------BOLT GROUP DATA ---------------------------- BOLT GRADE ) 1 1 =) A307 20 A325 SPECIFIED MIN. TENSILE STRENGTH ) 60.000 KSI BOLT DIAMETER (D) ) .875 IN. HEAD DIAMETER (dh) ) 1.313 IN. BOLT AREA (Ab) ) .6013 IN"2 BOLT SPACING > .000 INCHES ROW.SPACING > .000 INCHES NUMBER OF BOLTS/ROW ) 1.000 NUMBER OF ROWS ) 1.000 BOLT EMBEDMENT ) 12.000 INCHES EDI ) 2.750 INCHES (LOADED EDGE) ED2 ) 5.250 INCHES (UNLOADED EDGE) ED3 ) 12.000 INCHES (SIDE 1) ED4 ) 12.000 INCHES (SIDE 2) SHEAR CHECK BOLT(S) NEAR FREE EDGE ovc ) 1.544 KIPS 1 BOLTS CONSIDERED Vs ) 16.235 KIPS 1 BOLTS CONSIDERED CHECK BOLT(S) FARTHEST FROM FREE EDGE oVc ) 1.544 KIPS 1 BOLTS CONSIDERED Vs ) 16.235 KIPS 1 BOLTS CONSIDERED 43 FOR ANCHOR GROUPS, THE CONCRETE DESIGN SHEAR STRENGTH SHALL BE TAKEN AS THE SMALLEST OF: 1. THE STRENGTH OF THE WEAKEST STUD TIMES THE NUMBER OF STUDS. 2. THE STRENGTH OF THE ROW OF STUDS NEAREST THE FREE EDGE IN THE DIRECTION OF SHEAR TIMES THE NUMBER OF ROWS. 3. THE STRENGTH OF THE ROW FARTHEST FROM THE FREE EDGE IN THE DIRECTION OF SHEAR. CASE 1 ) 1.544 KIPS CASE 2 ) 1.544 KIPS CASE 3 ) 1.544 KIPS oVc ) 1.544 KIPS VC ) 2.376 KIPS Vs ) 16.235 KIPS Ps ) 32.470 KIPS (0.9 $ Ab * f's) Ao ) 188.351 IN"2 (Tensile stress area) oPc ) 32..020 KIPS (o 1 (f'c)".5 $ 4 * Ao) Pc ) 37.670 KIPS ------------------------------UNITY CHECK ------------------------------- 1/0[(Pu/Pc)' + (Vu/Vc)') > .807 (Pu/Ps)' + (Vu/Vs)' > .923 4 cz«a 0 7»> o66uuo//oy ueuw�� Y ty2�w �\ '(tet' (q-, S ) z = . (� 3, (, Z 1 ^J Z- 3�- �o�CA( �5 1 O5/, r -r V-- C,'i w t I C- (ve h jcw r Q-, S (-e�^ �+IA S u1.0 't 0 116'- 20'. ;f iS �v2�Ye posf/d/e 1 ��- wv�s� CGt .T� � 6Y+2 . Sp?i►'+ w / /� 6 � GJ r c�.� l '� Gv�— 'f�t ,�C !r+•c.G� r�—, GSi✓%^ti 7'�a-t' dT a'`c� 5 rv�. JoL.c-f,�,J (4- IS posh✓�e c�k U 0 c.U�f-iHvouludJacz f (,g -ED GGc ter% Lv,..t� /oa� ,„� 5 . c, c c f' I o� s ► �I v� v �' OC,CIIu ✓ C oS-e,� f�c�. �(- ` -f-A rd �ppo�.-f-, cC, �c t pwt�o - SSvr•.� CI) cam i' I n� ,, l w�di�. (3e 1(2 oc��z X012 FU Ft= C9 So psc, -02-+(100 0 Y- 2( -S I.33 1000 Vc a (2- -3 3 Z33 2 F—: I,l xto(. ps(` x - 30S -,O x = 50.'77 105 s ", , 11 h a.v2 CL 0-,4 e.. �d•. `szIs Lm I o�j (wy 4s - c,��, ( A -A c--�\( /(i;7 12-:411 50 SHEETS EYE -EASE' S SOUARE Q 42,-382 100 SHEIT$ F"YE.EnSI 5.^.OUARL' 4 MON &and 42a2R0 sFIeETs EYE-Ensr'D s SDunnE 12,14 I(Y) RECYCLED WHITE 5 SO ARE _, .. 42-399 2(x1 RECYCLED MITE 5SOUARE E W -� S 7�14-1 I1 \1 t t O VA) t N LA) N n N o v CJS O E W -� S � w O ('Lph U -S-v,5 d( z�h (9- ) wive. o—tl,4-� 5.33" 15-33 k R z f� i 9—G a(zp 11® - 5,w� d(Zp � z11\sT/v,)es7 vi 1. ,I(G �—/. Ra=I? 16= 2I-/2(.([6)+ 2.2"1 = 3.6�,� C c—olj ° (S 50 pvk U �Q �SmIc' .�a s T—/ Vjf W� F: 5(q)4 -('oz 3(4)7('01)] (Al i= C4G4-6) w2 - R A RA = CZ f� — 2—,341` fLa�-S�— J Yv�c-ST I I . TRa- Tag 24 I W °1sjZ+1-33 ++/v) -oZI +4I '( of -+-1 011,J38= ,I0( k/r (2Pr-- (x-13 = 1,2) �< �ISTYI��2�, lo�s F� r FV 2 3.ssk Z,67K �c 0.".�-')(S R5 g.d Sp, Le -P Q� �FI"sem h o'i'l WO -((s ke,,� Q,;.., CK o 5.3z- M Coy n-1 V YYl u -r- = 2 : G-7 8, 9 3) �- I.3 4- (10,05 -3) = 6-A-71 I tN= I �•°,(.015 ,28`Zk/ 2 C.4-, Z ROHR *7-1 jvk_� (a (47yl - ,oto G- 1 52 16 1A •� -� Ino/- Z— IIh cz, Z �sP Ir—I wa �I 5,04-8, 0 3/t>' X e l(. "o_c-, S� I (Vt e- I wall .�/...5 � ek� L�✓v1,Pi✓S• e. W a- (.c rf�oT= 2,O C-71 w = 7 (,of % t 0 F/' . 2 z IeJ&,j2-, @. ✓ (I/Ie_ 4; f2� A,5 sem" CK- C)T C w& II 4,0 A-Kjk,.� 69 I4 -s G2z01) 111 / . i4s��111= I,�,► � Z e xl� C6i n �S C e-- oTe 9,o ` P2e-e wdU_ /4,33(,o�s)f 2¢�i�,oi) f C/2,.,-3) ,012 = ,q-/4'�/' ,Zq4�/, z �d (4-5 �. ���� / , . 4,86., S���yd C� 4..5`'�c. 5 Lo 2 1-14 Ips (Ns�� U4,2: 3/S'' "— -. A3S6—D4-b "Q c-- y'f "o -b,e, S s, s« acaaQ2 nRN —HL 00 =-M? i7, -cc=:ne¢ b C G line, 5 pa, +00 tt,n h fl pro 4y8 VIILC-61,1 3- si C' /33% tfC- = Z, / 3 3 % C o h vl e L T- r-- +-D 4 K Xm, 6xe It') )a pC 53 c-,. a c O a. Canyie_(- � -t-D (9-Z,� V- C b ✓l VI P_ [,`-vm �k S,�- c 6 s (;6 Cr, r,e�,rd-c (�x e ( Le 4,5/, S 6 2, : 2S b (�,J,.(2 -'s "i) _c - -------------------------------------------- REV 4-5-92 COLLECTOR FORCES -------------------------------------------- DESCRIPTION )) ---------------------------------SUMMARY-------------------------------- V1 ) 2.670 KIPS V2 > KIPS LENGTH SUBJECT TO V1 > 23.000 FEET DIAPHRAGM SHEAR DUE TO V1 > .116 KIPS/FT LENGTH SUBJECT TO V2 > FEET DIAPHRAGM SHEAR DUE TO V2 > KIPS/FT SHEAR PER FOOT - SHEARWALLS (v) > .534 KIPS/FT (SHEARWALL v) SEGMENT W/0 WALL OPNG V1 V2 FORCE 6 ZZ 5.000 W 5.000 Y . 00 7.500 0 7.500 Y 2. 0 10.500 0 10.500 Y C-S/J�J LP 1 6, p = Z, � -1 4-- 692 n r I I CO $ 61. - J-0 =X (Z Cbg6,i Log shearwall design philosophy: Assume all walls are spiked with 3/8' diameter spikes at 24' o.c. typical unless otherwise noted. Exterior corner assemblies may resist up to 6.22K and interior corners may resist up to 1.56K in shear. Where two different corner conditions exist in a line under consideration, assume the shear value for the weaker element. The general assumptions which will be used in the design of the log shearwalls is as follows: Shearwalls will resist loading in relative proportion to their lengths based on the shear capacity of the spiking. Any loading beyond this level will be resisted by the corner assemblies. It should be noted that in the event that the corner assembly must be used to resist excess loading, all shear elements in that line must contribute equally. This would indicate the presence of a corner assembly at each shearwall being used in that line. If a particular shearwall does not contain a corner assembly, then that shearwall will be eliminated from the analysis. This is due to the assumption that deformations under loading for a spiked wall with no corners will exceed that of a spiked wall with corners. -7k wamaa Wu NNN�ILL 60C 76 TL LL A �e� �.� C soot ►Z�L - _ 22. ;� , �- A46,0 ((z/) ,g�)0 Z3�� Ord 76 ai..s�,•;,y�..•- .r>;cvve---•r�•--;*_Y'.a��. '; , _ r„,... .., ' y mss. .. _ e C l P -. TV 011-28-0-116 93-1891 E TRIMB.OLI, LARRY .2484 HONEY RUN RD, CHICO CONTR: WALLYS ELECTRIC TEMP CONSTRUCTION POWER 5 • i t r li OFFICE COPY 4 8 AddressL( 1k6�r�u —� p GAS Meter By Date ELECTRIC H �Date Meter By—,� �) —1 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916.'538-7511 �a APPLICATIO'N�AN[3 PERMIT ASSESSOR PARCEL NUMBER 011-280-116 ZONING BUILDING PERMIT OWNER TMoboll TELEPHONE 342--31W S0. FT. OCC. BUILDING VALUATION OWNER'S AILING ADDRESS 2484 11R d.. Chico CONTRACTOR'S AME id TELEPHONE - C ONTR AC OR's MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME I PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplez❑ Mobilehom&Fl Other Service Pole ' SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W 1 615.001 TYPE OF WORK New Additions_,, Remodel " ltilitie�n InstallationC Other 1:1Permit Describe work,: Temp lectric ta,Rebuild _ Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 - Main service 600V OR LESS 200A OR LESS j $,50 • 50 Main service 200ATO1000A, 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 17I, as the owner, or my employees with wages as their sole compen- sation will do the work,and the structure is not intended or offered for salt. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST.( DWELLING OCCUP. �\ OR ADDNS. ACC. BLDGS. 3.6<sq.ft. NEw CONSTR ULT' -OUTLET NON-RES'D BRANCH CIRCUITS) � 5.00 POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 71.0 20 4rA FIXED APLNS. Ex. Occup. OUTLETS PIRESID >REA.) I 3.00 Temporary service L 15.00 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $48•5o — WORKMEN'S COMPENSATION INSURANCE I declare under penalto of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject �t to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling g Hood 6.50 Ventilation penult Fee $ Contractor I certify that I have rerh,ication anal state that the above information is correct. I agree to cCounty Ordinances and State Laws relating to building constructionauthorizetrepresentatives of the Countyof Butte to enter upon the.oned prop ty for inspection purposes. I also agree to save, in keermiess the County of Butte againstall liabilities, judgme xpenses which may in any way accrue against said County in of the granting of this per 't. X Date Signature of Alplicont — wn Contractor G Agent ❑ 1 An OSHA yeymit is required for ovations over 5'0" deep and demolition or construct- ion of structures over 3 stories in heI hl; Mobile Home Installation Fee $ Energy Inspection Fee S OCC CONST TYPETOTAL FEE 548.50 HA2 DFEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicate bo which fees � / fR �R OF PUBLIC By PB. EXPIRES Date applicable provi- resolutions to do have been paid. WORKS a1 e6, I i Receipt No. 143340 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WO I PERMIT NO. Cl/ 7 County Center Drive - Oroville, California 95965 - Telephone: 916.`53 - v APPLICATION 001 PiRMIT ASSESSOR PARCEL NUMBER 011-280-116 ZONING FR -5 BUILDING PERMIT OWNER Larr TELEPHONE 342-3160 SO. FT. OCC. BUILDING VALUATION OWNER'SAILING ADDRESS 2484 Hone Run d. Chico CONTRACTOR' S NAME Wall 1 TELEPHONE CONTRAC OR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 15.00 9484 Honey Run Rd rhirn Each Trap 1 5.00 ­ Solar or heat pump water heater 1 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 1 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other Spryirp pole SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S I G JW @ 15.00 TYPE OF WORK New[ Addition LJ Remodel L; Utilities M Installation❑ Other ❑ Describe work: Temp Electric to Rebuild Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600VORLESS 200A OR LESS 18.50 Main service 20rATO IOOOA) _ CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License .Jo. Classification\ ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec.'7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.&) OR ADDNS. ACC. BLDGS. // _37.50 3.60 sq. NEW CONSTR ULTI.OUT IET NON-RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup( OUTLETS OR FIXTURES 20 66d FIXED Ex. OCCUp. P OUTLETS (RESID.)REA.) I 3.00 Temporary service 1 15.00 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 48, gn WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this plication a state that the above information is correct. I agree to comp) o all County Or finances and State Laws relating to building construction, d hereby authorize representatives of the Countyot Butte to enter upon the a ove-ment n d prop ty for inspection purposes. I also agree to save, in emnif nd a rmless the County of Butte against all liabilities, judgmen s, c is expenses which may in any way accrue against said County in o nce of the granting of this perm t. X Date Co Signature of ppli nt — ne Contractor ❑ Agent ❑ An OSHA a It is required fore ovations over 5'0" deep and demolition or construct- ion of stru urea over 3 stories in heI Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ 48.50 HAz DFEES IMP FLOOD COF PARCEL PD HD SSUE This permit is hereby issued under the sions of the Butte County Code and/or which fees work indicate O�OFPUBLIC By p I EXPIRES Date (/ applicable provi- resolutions to do have been paid. WORKS J ate��p, Receipt No. 143340 WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT CGUNTYOF BUTTE -DEPARTMENT OF DE ` L:GifMENTSERVICES . LING DIVI I W ' , V-P": i _ � - "r a._ - - S O `A, 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER Proposed Building Use Building Inspector Date 3 At time of per 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........................................ . T 2. Plot plans, 3/4 sets, signed by preparer of plans. .......................... 3_ Complete plans, 3/4 sets, signed by preparer of plans. ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans. ............. 5. Hazardous Material Form.............................................. 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non-Heated and A/C Buildings. ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ ......................................... . 11. Impact fees as shown on attached schedule. ............................. . 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer................... 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit......................................... . 16. Plot plan and business license approval from City of Biggs/Gridley. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). . . Freanspedion requeT 20. Pre-inspection for required. - . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification). .............. 22. Certificate of Workmans Compensation Insurance. .......................... 23. Owner-Builder Verification (Given to owner , Mail to owner . ........... 24. Recorded copy of Agricultural Acknowledgement Statement. .................. 25. Letter of signature authorization......................................... 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ....." f.. 27. Letter of intent on building use.......................................... 28. Mobilehome utility clearance........................................... 29. Documentation of legal access . .......................................... 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements. ... ! ........... 31. Existing violations/expired permits. 32. Plan check list . .................................................... . 33. .34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. G ry�cC7 Telephone and hold for pickup at office. eliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by - Date Sets of plans on hold in File cabinet AP folder ' Copy - Department of Public Works COUNTY OF BUTTE — DEPARTMENT OF PUBLIC IWORKIS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916 538-7541 r _AND AND PERMIT ASSESSOR �_ _L MBD /j (� Zo"fj BUILDING PERMIT NNE(RR V• ' TEL_EP`HHONE 3" 31 SO. FT. OCC. BUILDING VALUATION O��WNNEI'SS M{rAI NG ADDRESS /(� ,9Ll Y 1 V� UL - CON S/ TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.001 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE �/ j/ SF [IDuplex❑ Mobilehome❑ Others ZF-A(Z/'tel/ P�(iy I, SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.001 Mobi le Home S I G I W 615.00 TYPE OF WORK New 7 Addition L Remodel L_ Utili e/s 1 Installation[ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 ,e.k2�i�j(%�L� Main service 600V OR LESS 200A OR LESS jg,50 % c r Main service 200A TO t000A) / 37.501 CONTRACTORS LICENSE LAW I declare under penalty of perjury p y p j y (check one): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business(POWER and Professions Code and my license is in full force and effect. License ;Jo. Classification _j I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ,10I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST. / DWELLING OCCUP. 4\ OR ACDNS. l ACC. BLDGS. II 3.66 sq.f[. NEW CONST R. MULTI.OUT LET NON-RESID BRANCH CIRC ITS 5•00 APPARATUS 6 SINGLE OUTLET CIR. ) Ex. Occup(OUTLETS OR FIXTURES 20 75d R 0 460 FIXED PK Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ r Contractor — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): F-1 The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice o the If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating' to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way ccrue against said County in consequence of the granting of this permit. 6 5 X Date Si nature of Applicant — Owner g pp ❑ Contractor ❑ Agent ❑ An OSHAwork permit .s required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S y Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 'IMP HAz OFEES FLOOD CDF PARCEL PD HD SSUE This permit is hereby issued under the sions of the Butte County Code and/or indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No. WHITE-O.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT R S E TIAL 011-28-0-116 92-4324 P j — TRIMBOLI, Larry & Sheri 2484 Honey Run Rd, Chico mh utilities J:vsde 7 .3lN-51 `j6•53 — C�o.jcrikz)g c--s-,l OFFICE COPY I Address GAS Meter By Date i ELECTRI Meter By Date JOB FINALED (Date) /� l Signature . `� / J=OK O = Not OK =,N t Ready MOBILE MOBILE HOMES Date *-Zoning Requirements- etbat<ks-Easements oils: Special M u000rt Sketch at Water; LooKron-Tw-e`asement Needed (Sketch) % / /"Nat. or/ /" L•'ft./ /" 17,6 " Aell Clearance R Disconnect Utility Clearance Date /:••'g '1L Card 13-1 U8 C Date Card B-1 Date Ja 92 Card B-1 S'R Date Card B-1 Date f MOEJILE HOME INSTALLATION (Plans) OK except #'s Z ning Requirements -Setbacks Easements UV"Fogtings; Size -Spacin g -Marriage Line as; MH Test -De and-Valve—Connector Electricity; M est Crossovers -Breakers -Clearances rain; MH Test -Fall -Flex Connector Water; MH Test -Regulator -Connector JOiter and Sewer Connected -C/O to Grade -HD Approval / Gas and Electricity Tagged s; Insp.-Sketch 1 Cert. of Occupancy Date and B-1 Date Card B-1 Date 1` Card B-1 C, Date Card B-1 do y y `` PA . U *S MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; .Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O = Not OK ` = Not Applicable RESIDENTIAL (; = Not Ready Date UNDERFLOOR (Plans) OK except a's 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 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 a's 16. Water Htr.: Vent -Access -Combustion Air -Baffle ---------- -- -- ----------------------------- 17. Water Pipe; Test & Anchor -Nail Protection ------------------ 18. D.W.V.; Test -Fittings & Anchor -Nail Protection ------- ------------- -- ------------------ 19. Shower Pan: Test, First Floor -Tub Access ----------------- -------------------------------------- 20. Test -Tub & ---- Shower, Second Floor -Tub Access ------------------- ----------------- 21. Gas Pipe: Size & Anchors Date -- ------Card B_1 --- - Date Date Card B-1 Date Card -B- 1 Card B-1 Date ELECTRICAL (Permit) OK except ft's 22. Fixture & Transformer Clearance -Ins. Protection -------------------------------------------- - ------------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors ---------- - ---------------------------- ------------- 24. Size Boxes & No. of Conductors -Stapled ----------- ---------------------------------- -- -------------------------- 25. Romex Installed Close to Edge of Studs & C.J. --------------------------------------------------------------------------- 26. Equip. Ground made up w!Mech. Fastners-Bond & Water ----- ----------------------------------------------Gas----------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI ------------ -------------------------------- -- 28. Subfeed Wire Sizer r ga. Cu or AI-A.C. Wire Size ga. Cu or Al --------------------------------------------------------------- 29. Range Circ. ! / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ----------------- ------------------------------------------ - ---- -- 30. Service -Riser Conductors & Ground -Main Disconnect ------------- --- --- --- -------------- --- --------------------------- 31. Equip. Clearances Panels-Motors-Mech. Equip. ---------- ----------------------------------------------------------- 32. Clothes Closet Light -Shower Light -Spa Light ----------- ---------------------------------------------- 33. Smoke Detector ------------------------------------------ --------------------------------------- DateCard B-1 Date Card -B-1 --------------- ------------------------------------------------------------------ Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except a's 34. A.C. Ducts Insulation & Support ----------- ------------------------------------------------------- 35. Vent Fan: Exhaust above insulation -------------- ------------ ----------------------------- ----------- 36. Condensate Drain & Overflow: Size & Grade 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet ----- ---- --------------------------------------------- 38. Attic Access & Platform if Furnance in Attic --------------------------------------------------------------------------------- Date Card -B-1 Date Card -B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except 4's 39. Sils. Proper Material & Anchors ------- ------- ------------------------------------------------------------------ 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound -------- ---- ---------------------------------------------------- --------- 41. Bearing Walls over Girders & Floor Nailing --------------- --------------------- ------------------- 42. Draft Stop in Walls (rat proof) 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub ------------ ------------------------------------------- 44. Headers & Beam -Size & Bearing 'Pingle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. 47. Fireplace Ties or Type -A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions _ 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One T -Check Garage -3rd Story, 2 Exits 53. _Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection ------------54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers ---- __55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic _ 58. Shear Walls; Nailing -Bolts 59. -Insulation -Walls -Ceilings ------------- 60. Infiltration -Walls -Windows Date _ Card B-1 Date Card B-1 Date - Card B-1 Date Card B-1 Date FINAL (Plans) OK except q's 61. Ext. Steps -Door & Sidelight Protection -Landings ----------------- 62. Smoke Detector ------------ 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor-Ducts-Mech. Protection ------- ----------------- 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa rx� -------- 66. Elec. Trim & Subpanel; Breaker Sizes & Labels - ------------------- 67. Stairs & Rails 68. Fireplace or Stove: Clearances -Hearth 69. Elec. Outlets at Wood Panel: Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance ------ -- -- - ------------------------- - 71. Elec. Outlets & Receptacles at Kit. Counter -- ------------------- -------------- --- ---- 72. Garage Fire Door: Swing -Landing -Closer Duct in Gara a -Damper 74. Wtr. Htr: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection ----------------------------------------- - 75. Plb.. Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes -------------------------------------------- - 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes - - - -------------- - ---------------- 80. ------------------------------80. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No ---------------------------------------------- --- 81. Stucco_ Brown -Finish 82. -- A.C.--Unit; Disconnect. Electrical, Plumbing - - - -- - ---- ------------------------ - ---- 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings ------- ---------------------------------- ------- 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle- Unde rround a6. Ventilation Throughout House -- -------------- ---------------------------- 87. Glass Protection - -------------------------------- ----------- 88. Corrections from Previous Inspections ------ ------------ ------------ ------------------ ------------------ 89. Gas Test -Meters Tagged; Gas -Electric 90 -...Water & Sewer Connected -C/O to Grade -HD Approval ----- ----- ------------------------- 91. Energy Compliance Certificate -Other Certificates Date ---Card-B-1 --Card -------------- B-1 Date Card B-1 -------------------------- ---- --- Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE +" DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541' 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE 79,E 9?- - q a6y OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. z-�C((i�S -T r7 Mr�4iILF PA l ci Lr21C SL{1 — \I�N�I. kC)C ELECT tc Sr12tC(--ISIAM(- POST - Al , 3y V'j T FF RN�'j F1e'N'-f Date )-7-73 Inspector A 3TTU@ 90 YTWUO3 2?ISOW 01JBUq 90 TM3fATflAg3CI tU' '-re8 :snori9 — 001110 ,YEW IshomeM 8 ttA?C-8C8 :enon9 — 9IIivo70 ,9vnG 7elneO ytnr Mca-2' 8 :yysnaaOd9 — saibsis9 ,bsoR ltoili3 ` MOITMARC .OVI TIMfl39 sonsnib,t0 ytnuoO to anoilsloiv pniwollot sril Jrrtt astsoibni r 90iito airli ytiton sasslq .betoem3 ed bluorle bns aasibbs alrit of gninishsq noiteoup yns sysri uo� ti .bstslgmo3 ai A•iow �fsJsibsmmi soitto airit Jostnoo sasslq ,noitsnrlgxs Isnoilit ��...-a.---r.....r . -•r• � :`�..=ss+`a^t G-i.r,.=�.+' . e r � �....-3".riv►:;iy,xt�••.rwy'�(ir'7•+�s+v..+arti COUNTY OF BUTTE; J. DEPARTMENT OF PUBLIC.VNORKS 1469 Humboldt Road, Chico, CA - (916) 891,-2751 7 County Center Drive; Oroville, CA - (916) 538-7541 747 Elliott Road,, -Paradise, CA x'(916) 872-6307 CORRECTION NOTICE � -�I OWNER _ - PERMrr NO. 15 �• _` i A routine inspection 'indicates that the following violations of Butte County Ordinances exist at the above address, and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, -or need additional explanation, please contact this] office immediately. via YUd�SL Date 1Z ' D 9Z Inspector O . REV 11/91 , r' Date 1Z ' D 9Z Inspector O . REV 11/91 , MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS — 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965 — TELEPHONE: (916) 538-7541 PERMIT NO. Address or location of mobilehome L`�`' y �!.'rt� ` nr tnJ Owner's name Owner's address �� li ' �' Y ICI tA, Insignia or hud number Manufacturer's name Serial number Qt V.I.N. C (Official proving nstallation) Year of ifacture f% f ate) IF THE MOBILEHOME IS MOVED OR RELOCATED, THE MOBILEHOME INSTALLATION ACCEPTANCE SHALL BECOME INVALID. THIS FORM SHALL NOT BE USED WHEN THE MOBILEKiDME IS INSTALLED ON A FOUNDATION SYSTEM. 513B White - Owner, Yellow - Installer, Pink - D.P.W. _ s: V COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Ceftter Drive - Oroville, California 95965 - Telephone: 916/53 - 41 �� i/ APPLICATION AND PERMIT }C� ASSESSOR PARCEL NUMBER - 011-280-116 ZONING FR -5 BUILDING PERMIT OWNER LarryTrimboli TELEPHONE SO, FT. OCC, BUILDING VALUATION OWNER'S MAILING ADDRESS 2484 Hone Run Rd., Chioc 95926 CONTRACTOR'S NAME Sk crest Enterprises TELEPHONE 342-2894 CONTRACTOR'S MAILING ADDRESS 13468 Hwy 99, Chico 95926 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ 35.00 2484 Hone Run Rd. Chico PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ MobilehomeH—Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation Other ❑ Describe work: _ fA.4 LZ '— Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): IT -1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO t000A) 37.50 NEW CONST. ( DWELLING OCCUP.&) OR ADDNS, l ACC• BLDGS. I 3.6Q sq.ft. NEW CON ST R. U TI -OUTLET NON -R ESID BRANCH CIRC ITS @ 5.00 f POWER APPARATUS R) -SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 76 FIXED APPLNS. OR EX. OCCUp. OUTLETS (RESID.) EA.1 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring -15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): n TFje permit is for $100.00 (valuation) or less. have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against s 'd Countin onsequence of the granting of this permit. X Date `02' l�' 7Z Signature of pplicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S 70.00 Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 105.00 HAz DFEES IMP FLOOD CDF PARCEL J.PD HD ISSUE This permit is hereby issued under the sions of the Butte Coun Code and/or work indicat a o r which fees I OF PUBLIC By PERMIT EX RES Date applicable provi- resolutions to do � have been paid. WORKS Dae Receipt No129895 . WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT c'v fir..' �K 1+.�.�i`�.11�* w�ifti�Y ` 'r• of a /� V ' 1 y . i �,�.>���YY, �.,,..._+,.� - ,r.•rr ��y. COUNTYOF BUTTE -DEPARTMENT OE DEVELOPMENT SERVICES I DING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CAtIFORNIA95965 -TELEPHONE (916) 538-7541 ; 0,x , V OWNER I (� ) Proposed Building Use_ PERMIT Ib l APPLICATION DATA SHEET A. P. No. ©// _ oLU0 Building Inspector Date /off At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: ' DATE RECENED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans. ......................... . 3, Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . .............................................. 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ..................... . 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... Feesof $ .......................................... 1 Impact fees as shown on attached schedule. 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ......................... ............. . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. . . 20. Pre -inspection for to .'Pew°" `�q° required. . to Bu;Id;ng;nsped°r (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner ............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. "25.Le of signature authorization . ........................................ opy of recorded deed of parcel creation and 60 right of way to a public road. .... . Letter of intent on building use..........................................� Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan c ck li t. ....... ...................... Eec� 34. When you issue the p . it, P s as follows: Mail to owner. Mail to contractor. _ Telephone ' d� and hold for pickup at Ore) office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to 1. Index permit for above items No. 2. Additional items required: new item not checked above). Contractor, designer, owner, was advised of above required data by _ phone —mail Count by_ Date Contractor, designer, owner, was advised of above required data by _ phone —mail Co ter by _ Date Plans checked by Date Plans approved by Date 4�f Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works ENVIRONMENTAL HEALTH Frieda White DEC 0 8 1992 Butte County Department of Public Health CHICO, CALIFORNIA 1469 Humboldt rd Chico, Ca 95928 December 8; 1992 RE: Septic System for AP# 1128116 Dear Frieda, As per your request, I am submitting my letter of intention for this particular dwelling. When the log home is completed around December of 93, this trailer will be removed or turned into a sewing workshop. Thank you y r continued support. Sincere , Larrry Trimboli 2484 HdqeyRun Rd Chico, C 95928 916-342-5464 BUTTE COUNTY SCHOQLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District /LLi Building Department No. A.P. Number 280 // Jurisdiction - 0 City 5_Cpknty i Property Owner % �¢y/� ��i /✓' �v�/. Property Location/Address Subdivison 4 Lot No. Residential Development 0 0 Sq. Footage No. of Living / MHl Addition (Group R) Units Commercial/Industrial 0 .. New r Buildihd Department Representative reviewed by School Disinct Identficafionr f. .. Y Su .sib { w YS• 1 School District certifies that (Street Address) (CRY) (State) 0 Sq. Footage Addition (including Exterior Roofed Areas) /Z �y Date rict Personnel) (Applicant) has complied with the requirements of Resolution No. representing Q square feet. School District Representative (Phone Number) %'5- 9 4R� (Zip C by;payment of $ / 6 /�_: 3 - Date Paid by Check Number Remarks: �Q_Aarir)J 40 Bank Number Paid by Cash 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. w White (applicant), Yellow (building department), Pink (school district) feeform.wkl (4/92) r ELECTRIC GAS Support St_ruc. Compaction Test Re . ' ' Service Other Pipe Size Load Type Length YESI NO YES NO 100 Z o (0 PZ 4-P.o _Size 3/y t06 j NP-ec4 v _} 5 13). 50 LAiw� 4 SUev\r��.n^%0�� 01 `1 is y• kA-oi.N 1G �a v� '--Q CQ" Apto This set of plans and specifications MUST be kept on the job at all times and it is unlawful tc make any changes or alterations on same with, ermission from the Department of out written p of Butte. ublic Works, County Location of structures & equipment shall be as shown i a clear of all easements. `.e anshi shall Se`.1� {MOTE: --All Materials & Wo Good Practices aria Accordance ' r sc i edgf . " the Specified use in the Of a quality P plumbing Mechanical Codes "d Uniform Building, . the National Electrical Code UJ `z :• lr \. V IDA, D\ vao,, — i- u —.eJ D3o><' 1001 jZf L-, - J . 1 o . a yr \ n�• _._ 1 00 L Liv S _ . eA S ✓) ��_._..- - Art ` IA- A P, i F:. 15 BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA PHONE: 538-7541 MOBILEHOME INSTALLATION SHEET 1. Owner's Name: �GL,�/���_��,% O L Z 2. Installer's Name: Aki<`i S Ot 3. Is the site currently under permit? Yes No (If yes, furnish permit number ) OR .Is the site an existing site?Yes No (If yes, furnish two plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes i' No F-11 (If no, clarify 5. What is the mobilehome electrical rating? --------------- /00 Amps 6. What is the mobilehome site service rating? ------------- e2 Amps 7. What is the mobilehome site circuit breaker rating? ----- ,1G0 Amps 8. Is there any other electric load to be served by the mobilehome site service? -------------------------------- - Yes No (If yes, identify the load and size: W -e- d (Load) < (Amps) g pipe -------------- 3 9. What is the mobilehome site as i e size? �-�'- (in.) 10. What is the type of gas service? ------------------- Natural 0 LPG .11. What is the gas pipe length from meter or tank to the D mobilehome?--------------------------------------------- �a (ft.) 12. What is the mobilehomeas demand. -=.+ (BTU) g ----------------- *(This information not required if pipe lengPthAMPRAflorn EN natural gas or less than 50 ft. on LPG.)v MOBILEROME SUPPOKT DATA If other than single wide, Mobilehome Mfr,. furnish Setup Model No. M Year ' ' ` Width/�/ (ft.) Box Length �o (ft.) Tagalong or Expando Size ft. x ft. On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). FOOTINGS (check onef-v-1. Wood -pressure treated or foundation grade.0 2. Other (specify) SUPPORTS (check one) F]1. Concrete block.E3Z. Other (specify) S`P Pier Footing Sizes and Locations SINGLE -WIDE MULTI -WIDE Main Beams -i Line — — — — — — — — — — — — — Line 2 4 �t�� Main Beams — — — — — — — — — . i n e ine 1 �..-Line Tag or Triple 'in, 4 lF- ,r Line 1 Line 1 Piers: Size -Min. ------------ Spacing-Max - ----------- Spacing-Max- r From Ends -Max .------- - Line 2 Piers: Size-Min------------- Spacing-Max ---------- J r 33, rr From Ends -Max .------- Line 3 Roof Loads•. Size-Min.-- iaocation (From Front) Line 1 Opening@: , Size -Min. ------------------ Each Side of Openings s Q it With Width Over --------- Line 3 Piers: (Under Bearing Wail Dniy) Size -Min.------------------ rk ' Spacing -Max .--------------- r From Ends -Max .------------- ' Line 4 Piers: Site -Min .------------ , n Spacing -Max---------- .. From Ends -Max. ------- Line 5 Roof Loads* Line 5 Piers: (Under Bearing watts vniy) Size -Min.------------------ "x Spacing -Max.--------------- From Ends -Max.------------- are x nx E+r.x Size -Min -- -- -- - "x 'Location (From,Frontj v ... ir" COUNTY OF BUTTE — DEPARTjEjVT OF PUBLIC WORKS — BUILDING DMSION 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE (916)5387541 :'TNER 7-r-, ►n Lo / A.P. NO . O/(- ?ROPOSED BUILDING USE DATE /a lg 19 / REC. # y 1. School DistricfFees ( AJ� (paid at District Office) X12. Sheriff Fees ..........(wi1) •6 e• axe- Mpf MIS (paid at Building Department) tv 62, ?" rMov c( ti oN coftp/e1f � Residential ......... unit amt. Commercial(per sq.ft.) R =$ sq.ft. amt. 3. 'Urban Area Fees (paid at Building -Department Residential (per unit) X =$ units amt. Commerical(per sq.ft.) % _$ sq.ft. amt. 4. Recreation District Fees (paid at District Office) .......................... 5. Drainage District Fees (Contact Land Development) ......................... 6. Other 7. Other DATE REC At time of permit application, I was advised the above fees are required to be paid prix= :o issuance of the permit. APFLICANT DATE :...'��,1"^1R*'y'4s�.s"�,•.niw..�Fb"r.Y`-I;l'•V..�t--•�4-'r".^-n,,.,i\,•l.A �Y'�T�,hf••^n/�-'S��'''lw'� V"';,,,i""'V�^r+.,... ..n..'Y'.�ti. � ?.-'�.r.-�r;, t'ti- . �. �� � Iry �lFtif�^n.r'^.r�.•.v^Y�Y'Rf�-Y•()'.-r•.rW' �., t r COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENTSERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE,CALIF,PRNIA 95965 -TELEPHONE (916) 538-7541 / i/ PERMIT APPLICATION DATA SHEET OWNER �l�)�%Z �� 7-91 All (,OLT_ A. P. No. Proposed Building Use . A -t U. Building Inspector ZK Date /2-/ 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 . ....................................... . 2. Plot plans, 3/4 sets, signed by preparer of plans . ....................... . 3, Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form. ......................................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $....................................... . 11. Impact fees as shown on attached schedule. ............................. . 2. California Department of Forestry plan approval/fees. ........................ . 13. Flood elevation letter (100 year flood) by California Engineer ................... 14. Sanitation and plot plan approval - Health Department. ... 15. City of Chico plumbing permit ..... . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development.about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior�to occupancy). .. . 20. Pre -inspection for toBu"�P nspect�- required. . . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner Mail to owner ). . 24. Recorded copy of Agricultural Acknowledgement Statement . ................... 25. Letter of signature authorization . .......................................... -•T_ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ........................................... 28. Mobilehome utility clearance . ..................:....................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . .............. . 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. Whe�yissue the permit, process as follows: Mail to owner. ail to c racto .phone - and hold for pickup at offs Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire D pt. Air Pollut( • n Date Copy of plans sent Health Dept. Fire Dept. Other to By The following data must be submitted prior to permit issuance: (Circle new iteme ve not check). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by /%!.s/ Date / Z Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works F.H. USE ONLY Hot Han Auachad Floor Pkm Auachad Sent to B.U. / TO: Building Department FROM: Environmental Health 4 *SUBJECT: Sanitation Clearance m�0o Owner r Locatio AP/# Plan Approved for: Sewage Disposal !— Water Supply: Public Private Well L -- Clearance for_bedroom nobi e home. Other��Q _ A Hold final for: Final clearance O.K. for: NOTE 1/V Cl 1 Env*entalealth Specialist 8/92 . Date r COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT 40. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 2 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 011-280-116 ZONIN•s FR: -5 BUILDING PERMIT OWNR LTrimboli TELEPHONEarry 342-5464 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 2484 95926 co CONTRACTOR'5N ME Ownpr TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $', Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ 20.00 Honey Run Rd- Chir PLUMBING PERMIT Filing Fee 1 15.00 Each Trap 5.00 -24.84- Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome® Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S G W 3@ 15.00 45.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities E� Installation❑ Other ❑ Describe work: MHU Permit Fee $ 60.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 1 18.50 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury p y p l y (Check One): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license Is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ i, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason Main service 200ATO100M 37.50 NEW CONST. / DWELLING OCCUPM OR ADDNS. ( ACC. BLDGS. // 3.64 sq.ft. NEW CONSTR U TI.OUTLET NON.RESID BRANCH CIRC ITS @ 5.00 /POWER APPARATUS S1 (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 @ 76 EX. Occup. FIXED OUTLETS P(RESID.)REA.) 3.00 Temporary service 15.00 Mobile Home Facilities 1 15.00 15.00 Misc. Wiring '15.00 Permit Fee $ 48.50 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. Eg'- I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this appI' a to that the above information is correct. I agree to comply to al ounty Ordina es and State Laws relating to building construction, and h by authorize representatives of the Countyot Butte to enter upon the abov entioned property r inspection purposes. 1 also agree to save, inde ify an p ess the County of Butte against all liabilities, judgments, cost penses which may in any way accrue against said Count en`ce of the granting of this permit. X Date) Z-- I J - Jq '7,- S; nota e a g p ant — caner Contractor ❑ Agent ❑ An 05 ermit is required for covations over 5'0" deep and demolition or construct- ion of tructures over 3 stories in he' ht. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL F $ 1 .50 HAz DFEES IMP FLo cDF IIIPARC PD o ssu This permit is hereby issued under the sions of the Butte ty Code and/or for which fees OF PUBLIC work ind�WOR By PE IT EXPIRES Date 4W- applicable provi- resolutions to do have been paid. WORKS Date - 3 130126 Receipt No.. WHITE-D.P.W.. YELLOW-ASSE330R, PINK -INSPECTOR. GOLDENROD -APPLICANT I COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT PERMIT NO. ASSET SOR PARCE N MBERZONI 1 - a"; ^ I NER G P- s- BUILDING PERMIT TELEPHONE SZ((. C - SQ. FT. OCC. BUILDING VALUATION NER'S AJ` ADDRESS CONT'RACTOR'SAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDERUNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE No. Filing Fee $ 15.00 Permit Fee $ Plan Checking Fee ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS �.,/ N, 1 2)" I lOvt-e0,, Permit fee $ C>- PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAPWater piping 7.00 Each qas water heater or vent 7.00 USE O STRUCTURE SF El Duplex❑ Mobilehome Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home G 015.00 5 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uti IitieInstallation ❑ Other ❑ Describe work: �10-�• �% Permit Fee $ Contractor 1 ELECTRICAL PERMIT Filing Fee 15.00 LESS 4 Main service 200A OR LESS 18.50 S-0 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the BUSIneSS and Professions Code and my license is in full force and effect. License No. Classification ❑FIXED I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO 1000AI 37.50 NEW CONST. DWELLING OCCUP.aJ OR ADONS. ACC. SLOGS. I 3.60 sq.ft. NEW CONSTR I.OUTLET NON RESBRANCH CIRCU ITS @ 5.00 /POWER APPARATUS e (SINGLE OUTLET CSR. Ex. OCCUp�OUTLETS OR FIXTURES 20 764 APPLNSTS (RES. OR Ex. Occup. OUTLETS (RESIO.) EA.) � 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 oto Misc. Wiring '15.00 Permit Fee $ L1_O. so WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such Provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation Pernit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 7CJ HAz 0FEES P IMOD FLO CDP PARCEL PD HD ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do Work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Dare Receipt No. __ ����� ``COUNTY OF"BUTTE== Department of Public Works 7 County.Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner:. An 'owner -builder" building permit has been applied for in your name and bearing.. your signature. Please complete and return this information at your earliest opportunity to avoid-. unnecessary delay_in processing and issuing your building permit.. No building permit will bd issued until this verification is received: 1. I.personally plan to provide the major labor and materials for construction of. the proposed property improvement (yes or no) 2. I (have/have.not) signed an application for a building permit for -the proposed work. -3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4'. I plan to provide portions.of this work, but I have hired the following person to coordinate, supervise., and provide the major work: Name Address City Phone.. Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name - Address-. Phone Type of Work Sign NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and.returned to our office before we are per- mitted to issue the permit. rvo. z V ❑ 10 B _ LIVI!l EI.Lj KITCHEN -SNACK BAR • 12-o.1 — — BOX BAY •CATHEDRAL A CEILING (802 SQ. FT.) i ----------------- 1429A *60x14 O UTILITY DINING uw Bi AREA qA)�,-, EDROOM2 BEDROOM •CENTER MASTER °°� '°°No.2KITCHEN • 2 BEDROOM / _ _ _ _ _ _ _ _ .2LIVING ROOM- BATHS • OVAL TUB • BOX No. 1KITCHEN 1a'- 6"13'- 0"13AY•CATHEDRAL�urw13-s" CEILING (802 SQ. FT.--- -- ti.: 1415A *66x14: - -- __ °,. °.e. 74.- --I2 BEDROOM •CENTER Q UTILITYMASTERBEDROOM KITCIiL'N •SNACK BAR' BEDROOM - LIVING ROOM -HEN/ - W cn •• No.2 2 BATHS • OVAL TUB • BO No. 1 16' 0"ING 10' B"BOX BAY•CATHEDRALt32 o' O wp°w un.c . CEILING O02 SQ. FT:) uvurue p � . i 1408A *66x14LBEDROOM3 BEDROOM • CENTER MASTER KITCHEN/ DININGBEDROOM _ - _ _ LIVING ROOMKITCHEN• SNACK BAR• No. 1A OQ _101_8'•1a'- B' 1'/2 BATHS•BOX 12'-0" BEDROOM'. BAY-CATHEDRAL , Www°.n•° N°.4 O 41, . CEILING (902 SQ. FT.) fwd• O - - - - -- -- - --- UTILITY. ' r� 1428A *6 61' € 5 DINING l-J VEDR B .i AREA LIVING ROOM 2 BEDROOM• *ENTER 1B'- s"A MASTER KITCHEN • 2 BATHS �- BEDROOM i" r, __-_--. _.�.._..- - _-=.--r 10' 8" �a OVAL TUB d OX BAY.No. 1 KITCHEN •B CATHEDRAL CEILING t3•- s•• 13-0 (902 SQ:.:E;f. real Health 0 LFliwS 4 S�.-e r N \ r. C9 `A 4s ti V4-0 v-, Q o (!A Sri a- Q) Location of structures &. equipment shall be as showrl & clear of all easements. ®-4t® aeGv� % >�e_� v �v°ZE� .� ivx .ptrinit wig 6e t fired for the - installation o1 the mobilehome. x c This set of plans an specifications .MUST ���„k SAD kept on the job at all tim s and it is unlawful to make any changes or aite tions on same with- - - - - ---- — -- --- - out wrftten permission from he Departmentof pet PublicWorks, County of But o 013'.'` oo'� ,, se+\, NOTE.--iAff Materials & Work anship Shoo Be In. Accordance with Recognized God Practices and of a quality prescribed for the Spe ified use in the Uniform Building, Plumbing & Mechan al Codes pa.d the National Electrical Code. ry L.,,�\e \\ too Vn`•\;�\ -- SeC,o�d?Ar C�j1nAcQl.d1..: foo yes cq„ s _ A'(- �� BUTTE�° 6U* 1LOINGDEP All O� 11 p �oper,j P / .. - _,... ;�+-r+ -�.: 1...,-..Q..�F�Rr:R'wPVAon",s^� +..,yciti ii'lT'IR Ty+'�''p'•Fa." "'ly '`G . '•. i .. ._. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND `PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER —�' —11 ZONING BUILDING PERMIT ow Larry & Sheri Trimboli 8181786-3664 TELEPHONE' , SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 6323 Costello, Van Nus CA 91401 CONTRACTOR'S NAME Owner/PGE TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 2484 Hone Run Rd. Chico Each Trap 2.00 Solar or heat pump water heater 20.100 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping , 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other Well Electric SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W I 0.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities [I Installation❑ Other ❑ Describe work: Power Pole 10OAmp for Well Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 OR LESS AMP OR LESS 1 10.00 10.00 100 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check one): El am licensed under provisions of Chapt. 9, Div. 3 of the BUSInesS and Professions Code and my license is in full force and effect. cense No. Classification. I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.81) OR ADDNS. ACC. BLDGS. '/zQsgft NEW CONSTR.LET NON.RESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS e SINGLE OUTLET CIR. ) Ex. Occup(OUTLETS OR FIXTURES ez0eaoe AL030 FIXED APLNS Ex. OCCUp. OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 1 15.00 15.00 Pre—Inspection 11 15.00 15,00 Permit Fee $ 50.90 Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate 'Consent to Self -Insure. shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. I MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities judgments, costs, and expenses which may in any way accrue ag irfsi aid bunty ink "gequen e 91 the granting of this permit. Date 0 0, , 9/ Signature of Applicant — Owner Contractor ElAgent Elwork An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 50.00 HAz. CUA PARK SCHL I FLD I cOF I PAR I Po I HD. ISSUEr This permit is hereby issued unaer the applicable provi- sions of the Butte County. Code and/or resolutions to do indicated abov for which fees have been paid. DI OF PUBLIC WORKS Q By R �ffD�ate !?- Z 9"9/ PERMIT EXPIRES Date `� A ` • –9-r— Receipt No. 97237 WHITE-D.P.W.. YELLOW-A38ESSCR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 Y 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE ER;� PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please -contact this office immediately. t QQiow Own ►~a c.�[ / ' G / �O r �v� ST a ll ea c !i Date ` l Inspect�t' ( _ �..1110 1. • A Date ` l Inspect�t' ( _ / COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. �Q 9 ASSESSOR PARCEL NUMBER —11 ZONING 7F i BUILDING PERMIT ow Larry& Sheri Trimboli 818'786-3664 TELE"ONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 6323 Costello Van Nus CA 91401 CONTRACTOR'S NAME Owner PGE TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ Energy Plan Checking Fee ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 2484 Honey Run Rd., Chico Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping * 5.00 Each gas water heater or vent 5.00 USE OF STRUCTURE SF [I Duplex❑ Mobilehome❑ Other Well Electric SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G 10.00 ea' TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities [3 Installation ❑ Other ❑ Describe work: Power Pole 10OAmp for Well Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service SooV OR LESS 1 10.00 10.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): El am licensed under provisions of Chapt. 9, Div. 3 of the BUslnesS and Professions Code and my license is in full force and effect. cense No. Classification. el, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING oCCUP.S , OR ACDNS. C ACC. BLDGS. /zQsgft NEW CONST R.U U 2.50 ea BRANCH NON•R ESID CCIRRCC ITS POWER APPARATUS e SINGLE OUTLET CIR. Ex. OCcup(OUTLETS OR FIXTURES 200500 eAL03o FIXED APLNS. Ex. Occup. OUTLETS P(RESID )REA.7 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 g 1 15.00 Pre—Inspection 11 115.00115.00 Permit Fee $ 50.00 Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate Consent to Self -Insure. shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee ; Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte againstHAz. all liabilities judgments, costs, and expenses which may in any way accrue ag s ai unty in c gequen e o the granting of this permit. .41 'This Date Si nature of Applicant — Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE - TOTAL FEE $50.00 CUA PARK SCHL FLD CDF PAR PD I HD. ISSUE: permit is hereby issued under the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated abov for which fees have been paid. DI OF PUBLIC WORKS � �7 By Dlaate f 2 9-9/ PERMIT EXPIRES Date 8 - -Z ` - Receipt No. 97237 WNITC-D.P.W.. YELLOW-ASSCSSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT i' OWNER COUNTY OF BUTTE - DEPARTMENOF-,PUBLIC WORKS - BUILDING DIVISION b `T ` 7 COUNTY CENTF,RuDAIWE?O�OVIL*;E •CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLj(�!TION DATA SHEET JA „ a Permit No. j , Proposed Building Use Building Inspector A., PZMo/_/ / - Date 1q> At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ 11. Chico Urban Area fees paid ........................................ 12. Park fees paid .................................................... 13. School District fees paid .............. 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 1 Driveway permit (const a rov I required prior to occupancy) 0. Pre -Inspection for,,. required Pre-Inspec. request to S ' Building Inspector 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. When you issue the permit, process as follows:Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. Other _ 1 .w"m W� 'M Cod, 7 �r Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone---jnail—counter by .date Contractor, designer, owner, was advised of above required data by—phone —ma II—counter by date Plans checked by Date Plans approved by Date Copy—DPW Sets of plans on hold in File cabinet AP folder 4, I' COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER O Il — —• 1 l ZONING T --P, BUILDING PERMIT OWNER I �1 TELEPHONE SQ. FT. OCC.' BUILDING VALUATION OWNER'S111ILIN. ADDRESS (03x3 CA CONT ACTOR'S NAM �--� l TELEPHONE CON RACTOR'S MAILING ADDRESS tk Fireplace CONST UCTION LENDER UNKNOWN Total Valuation is Filing Fee $ 10.00 LEN R'S MAILING ADDRESS Permit Fee $ ARC j-11 Ex OR ENGINEER V LICENSE No. Plan Checking Fee $ Energy Plan Checking Fee $ ARC CT OR ENGINEER'S MAILING ADDRESS vP, Penalty $ BUILDING ADDRESS 2 Permit fee $ PLUMBING PERMIT Filing Fee 10.00 _ Each Trap 1 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDI VISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other t,L,el� SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W O_00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities LTJ Installation❑ Other ❑ escribe w `I Olw c- (P OIe I00AVV\0 9r L.0 pAQ . 1 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 1011 OR LESS 100 AMP OR LESS 10.00 10,,96 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification. [� I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason DWELLING OCCUP.aI\ NEW OR ADDNS. 1 CONST. / ACC. SLOGS. / '/z2sgft NEW CONSTR. ULTI.OUTLET NON.RESID BRANCH CIRCUITS 2.50 ea POWER APPARATUS &) SINGLE OUTLET CIR. Ex. OCCUp(OUTLETS OR FIXTURES 2ALO 30 eLo FIXED APNS Ex. Occup. OUTLETS (PRESID .)OR EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 0 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. Q- I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon ov entioned property for inspection purposes. I also agree to ve, i demni and keep harmless the County of Butte against all liabilities, lud is osts, and expenses which may in any way accrue against said C .un onsequence of the granting of this p rmit. X Date��fo�I Si ature of Applicant — Owner K Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ r i HAZ. CUA PARK SCHL FLo coF PAR PD I Ho. ISSUE This permit is hereby issued unaer the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date Receipt No. WNITE-D.P.W., YELLOW-ASDC330R, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF';BUTTE - Department of Public Works 7 County Center Drive. Oroville, CA 95965 OWNER -BUILDER VERIFICATION Phone: 916-538-7541 Attention Property Owner: _ An 'owner -builder" building permit has been applied for in your name and bearing your,signature. s Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials.for construction of the proposed property improvement (yes or no) ES 2. I (have/have not) signed an application for a building permit Ifor the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. ,I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5.' I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work S ig ned : Property Owne Social Securip&,= Date ��% NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office'before we are per- mitted to issue the permit. PRE -INSPECTION 41+ Tp OWNER: - Z' `V r DATE LOCATION:"' L��f�/i��� A. P. ,# CONTRACTOR: lit/ ZONING ------------ PRE-INSPECTION FOR: Fo Lr PERMIT HISTORY: E NONE F-1 AS FOLLOWS: TYPE OF OCCUPANCY DATE TO INSPECTOR La 1q FIELD - INFORMATION BUILDING USAGE: fin- A6-(- J5 -z- - J_�F__ll°. TENNANT: OCCUPIED D HAS ELECTRIC HAS GAS F7HAS SANITATION FACILITIES Q HEATED -COOLED OTHER`* COMMENTS : �IACTI 'RECOMMENDED: SSUE Q OTHER: PERSON CONTACTED HOLD FOR GREGORY A. PEITZ ARCHITECT 1907 Mangrove, Snile E. Chico, CA 95926 894-5719 5EEF Sff T 3 C 0ti57-. SED ARC v 4� � No.'C 21283 REN. 7 5 3 1 A COUNTY OF BUTTS BUILDING DEPT JUL 0 7 1992 leig/iSloc/ BUTTE C<X#M BUD"EP cn APPR010ED //j ep 03 S Ti Tcr. re- c2') L o 4 S Fd Loc, Fti 1 �• �a.. fi v v� Ion c( ► 5 , 2A 2s = /Z2, 5 5-?//. 2, S-- _ '37.25 6 l� o 00 (2). 9tt ' l.05 S a IlP S C / 2 .' 5 2�4 77 L c, Fti • LO l ��) = % • .� 3 i. Z S— ; 2 6 l� o 00 (2). 9tt ' l.05 S a IlP S C / 2 .' 5 2�4 C v-) V4"4;, x I, 1,11/ l A'n s 4s Iz - 1' -* I,Do'Gs 3/40'' T H 4, x 3" 'ST S� I' ri/a� X ,oil o. c. eurrE couNrr BUILDING De-FArrnnW APP"ROVED to alo Fiat Gc E grr-�T,T-tP 3lv n �A vt-�s 1•�10�-�+ �� T l S.�lcc� TC' KPr SrL�b S.01 (.0 x l2ooc�r IS3; kz�&o 3 x Zaso 2.7-- )S T%Z-( l o" Luc, @ S+or S F �rz,r•, - %S39 I % -Z" LoG @ S i or 4(o , S- I� ► T7 - �D ✓L k --I IZ.. S 1 se U ca -la ��g r � ENERGY CALCULATION SERVICES 1907 MANGROVE SUITE D CHICO, CALIFORNIA 95926 (916) 894.8466 RE,: Trumboli Energy Calculation Plan Check. Dear Inspector. Water Heating units were based on "Worse Case" scenario. This should be considered an acceptable default value. . Zonal Control is apparant when the hallway area opening adjacent to the stairway and bridge on the second floor is used as the non -closeable opneni.ng, total area is 35 Square feet. This was used in the calculations. Sincerely, 10 D Marty Runnells F-n�� `r) t__ L -.:T- .13ASE CASE CERTIFICATE OF COMPLIANCE:,RESIDENTIAL Submittal Page 1 CF -1P, Project Title.......... The Trumboli Residence Date........ 09/02/91 Pr_o.ject Address........ aL4 Qc.� �pPl LJ V\ Chico, CA Documentation Author... Marty Runnells Building Permit # C:ompany................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 Plan Check / Date Compliance Method...... MIC:ROPAS3 by Enercomp, Inc. Climate Zone........... 11 Field Check/Date MICROPAS3 v3.11 File-TRUMBOLB Wth-CTZ11 Program -FORM CF -1P. User#-MP1333 User -Energy Calculation Svcs. Run -5580 S.F. Res. -Base Case GENERAL INFORMATION CA2ll !l�-�A�C, Conditioned Floor Area..... 5580 sf Building Type .............. Single Family Detached Building Front Orientation. Front Faring 295 deg (NW)" ,Number of Dwelling Units... 1 %�0 umber ofes.. Floor Consvrtoruc'*ion type:::: Paised FloorGEN Infiltration C:ontrol....... Standard Component Insul Type R -value Wall P..-0 Wall Door Roof F1 oor F1oorErt F1 oor G1 az ing Orientation Window Front (W) Window Front (NW) Window Front (NW) Door Front (NW) Window Front (NW) Window Left (NE) Window Left (NE) Window Back (SE) Door Back (SE) Window Back (SE) Door Back (SE) Window Back (SE) Window Right (S) Window Right (SW) Window Right (SW) R-19 R-0 R-22 P•.-19 R-19 R-0 � PROVIDE ADDITIONAL INFORMATION BUILDING SHELL I NSULREVISIONS PER NOTES IN RED 6eRESUBMIT PLANS�FOR REVIFTei Location/Comments r, FRONT, LEFT, BACKp(P'kGHTT SEPERATION WALL, OPEN SEF' RATION/ AREA FRONT, RIGHT �_ FRONT, TO GARAGE, BACK, RIGHT SEPERATION DOOR VAULT, TO DECK, VAULT/DORMERS RAISED FLOOR FLOOR EXT. SEPERATION FLOOR GLAZING Area # of Interior Exterior Framing (sf) Panes Shading Shading Overhang Type 40.5 2 192.5 2 106.0 2 22.0 2 40.0 2 40.0 2 40.0 2 116.5 2 66.0 2 34.5 2 22.0 2 64.0 2 40.5 -2 104.5 2 16.0 None drapes drapes drapes drapes drapes drapes drapes drapes drapes drapes drapes drapes drapes drapes drapes 50% BUG SCREEN None 50% BUG SCREEN None None Yes None Yes 50% BUG SCREEN Yes 50% BUG SCREEN None 50% BUG SCREEN Yes 50% BUG SCREEN None None Yes None None None None 50% BUG SCREEN Yes 50% BUG SCREEN'None 50% BUG SCREEN None 50% BUG SCREEN Yes Metal Metal Metal None Metal Metal Metal . Metal None Metal None Metal Metal Metal Metal 4d EVZVST asaDeuin3 je.A4uaO sen Aon gnd4no wnwixeW 030 �c jenba panu.Adde AO) i # jaPaW Pue Aa an j Dee nueW T . Z ->J T •Z-8 T ' Z-�j T.Z-8 anjeA-8 4:)n(i SW31SAS OdAH ivniod a Deds jme a0 =J33S OE.. B a:)edsImeaO 3S OZL"0 T 4 41d N33S 06'8 :)tq.Vd 3S OZL.O uo 14e :)0-1 ADUa T D T � 13 4 :)nQ pawnssd SW31SAS OdnH 03Wf1SSd wa4sAS pawnssd S71dM SSdW 901 3NId ' 1N I jto0 6ut1000 g . tp S11dM SSdW 901 3NId ' 1N I QOM gam-'- vo _S 74 6uT 4eaH (. 4n 4e) ADUa'DTJJ3 wa4sAS jen4ad 4nd4n0 jenVDW S71dM SSHW 901 3NId '1X3 SW31SAS OdAH ivniod a Deds jme a0 =J33S OE.. B a:)edsImeaO 3S OZL"0 T 4 41d N33S 06'8 :)tq.Vd 3S OZL.O uo 14e :)0-1 ADUa T D T � 13 4 :)nQ pawnssd SW31SAS OdnH 03Wf1SSd wa4sAS pawnssd S71dM SSdW 901 3NId ' 1N I saA g . tp S11dM SSdW 901 3NId ' 1N I saA g • t, S11dM SSHW 901 3NId '1X3 saA g •}l S71dM SSHW 901 3NId '1X3 saA 6't, HINV3H 3NO1S saA Olt, HINV3H 3NO1S saA O ' b Al I1 I in / SWOONHIVS saA OIT N3H3lIA/ANINdd/H1dS saA O'T S38nS010N3 83MOHS/eni saA OIT S3• nS010N3 83MOHS/9f11 saA O • T s4uawwo0/uoT4e:o1 pasodx3 (UT) /pa De}.AnS p.AeH ssau, 3141 SSdW 1dWa3Hl SZE aPTSZZ.AoH4uI L89 apTSZZAOH4uI 0*,9T apTSZZaoH4ul OTEZ apTSZZaoH4uI 9ZT Za0H.A0taa4Uj T9T ZAOHaoi.Aa4UI EEZ Z.AoHAOT Aa4UI tITt} ZA0HA0T Aa4Uj t,t7T 4Aana0t .A64Uj 9Z D,aanaotaa4ul 0s) adA1 ea.Ad auoN saA auoN sadeap Z O•ZT adAj 6Ue4,Aan0 6uipe4s 6utpeyS saved «s) 6Utwea3 .Aot aar+x3 Jol Aa4uj ;o ## ea1v 9NIZd19 (MS) 4461d aooQ uoi4e4UataO 6uzZej9 ase0 ases-•sad •3'S oEgS-una •sDnS u0i4eTn:DTe0 A6iau3-aasn EEETdW-#aasn 8T -A3 W803 -We J6o Ad T T Z1:! -44M aioaWmjl-a I T 3 T T EA ESddO;JO I W _ TFC/ZO/6o ........a4eo a�uapisarJ tjogwnal ayl ..........aT�tl ��arv.lJ al -_13 Z abed 1d I 1NW I SMI 9 30Nd I ldWO:3 30 31VO I 3I 1830 i CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -IR Project Title.......... The Trumboli Residence Date........ 09/02/91 MIC:ROPAS3 v3.11 File-TRUMBOLB Wth-CTZ11 Program -FORM 'CF-IR User#-MP1333 User -Energy Calculation Svcs. Run -5590 S.F. Res. -Base Case System Type WATER. HEATING SYSTEMS Tank R-12 or # of Vol Greater Manufacturer and Model # Heat (gal) Blanket (or approved equal) Storage, Gas 2 50 Yes s7ka .7O MC90 -TV J"O L -QC `F��S SPECIAL FEATURES/REMARKS This building imz_ orates a Zonally Controlled HVAC System L+_g Gra1Ts are Sin. in diameterare assumed to nave an average thickness of 4.75 inches. A 2 inc=h setting trough allows a consistant 2 inch minimum wall thickness. All features are considered worst case. Any non -default values must be substantiated by manufacturers literature or proper documentation. - S �&Aie4 Por — o VW, �C' NA1_ WT=L U nAY_ . OOW - �� ul �_rr cs ILC . Gi - 4 -7 t*J G-( . MAIJUA-c, . I Energy Credits S. MANDATORY MEASURES CHEC:KLI-ST: RESIDENTIAL Page 1 MF -IR Project Title.......... The Trumboli Residence Date........ 09/02/91 Project Address........ Documentation Author... Company ................ Telephone .............. Chico, CA Marty Runnells Energy Calculation Svcs. (916) 894-8466 Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........... 11 Building Permit # Plan Check / Date Field Check/ Date MICROPAS3 v3.11 File-TRUMBOLB Wth-CTZ11 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Svcs. Run -5590 S.F. Res. -Base Case 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 in the documents or on this checklist only. BUILDING ENVELOPE MEASURES * 2-5352(a): Minimum ceiling insulation R-19 weighted average. Design- Enforce- er ment V 2-5352(b): Loose fill insulation manufacturers labeled R -Value. V * 2-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). N 2-5352(k): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 2-5311: Insulation specified or installed meets C:EC quality standards. Indicate type and form. 2-5352(f): Vapor barriers mandatory in Climate Zones 14 and 16. 2-5317: Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped; all .joints and penetrations caulked and sealed. 2-5352(e): Special infiltration barrier installed to comply with Sec. 2-5351 meets CEC quality standards. 2-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting, closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -IR Pro.ject Title.......... The Trumboli Residence Date........ 09/02/91 MICROPAS3 v3.11 File-TRUMPOLP Wth-CTZ11 Program -FORM MF -1R . User#-MP1333 User -Energy Calculation Svcs. Run-55eO S.F. Res. -Base Case HVAC AND PLUMPING SYSTEM MEASURES 2-5352(g) and 2-5303: Space conditioning equipment sizing: attach calculations. 2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. * 2-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. 2-5316(b): Exhaust systems have damper controls. 2-5314(c): Gas-fired space heating equipment has intermittent ignition devices. 2-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. Design- Enforce- er / ment y. V J J 2-5352(i): Water heater insulation blanket (R-12 or greater) for storage and backup tanks for solar water heating systems (first 5 feet of pipes closest to tank insulated to P.-3 or greater). 2-5312(Exception I): Pipe insulation on steam and steam condensate return and recirculating piping. 2-5315(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. LIGHTING AND APPLIANCE MEASURES 2-5352(.j): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. 2-5314(c): Gas fired appliances equipped with intermittent ignition devices. Design- Enforce- .er ment J 2-5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the GEC. COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... The Trumboli Residence Date........ 09/02/91 Project Address........ Chico, CA Documentation Author... Marty Runnells Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 Compliance Method...... MIC:ROPAS3 by Enercomp, Inc. Climate Zone........... 11 Building Permit # Plan Check / Date Field Check/ Date MICROPAS3 v3.11 File-TRUMBOLB Wth-CTZ11 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -5580 S.F. Res. -Base Case Zone Type SLEEPING Sleeping LIVING Living MICROPAS3 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling.......... Water Heating.......... Total Standard Design 26.12 15.68 3.66 45.46 Proposed Design 16.31 20. 04 5.25 41.60 Compliance Margin 9.81 -4.36 -1.59 3.86 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... 5580 sf Building Type .............. Single Family Detached Building Front Orientation. Front Facing 295 deg (NW) Number.of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... ReducedYear Floor Construction Type.... Raised Floor (Package E) Number of Building Zones... 2 Conditioned Volume......... 56486 cf Footprint Area ............. 3385 sf Slab -On -Grade Area......... 0 sf Glazing Percentage......... 17.2 % of FA Average Ceiling Height..... 10.1 ft BUILDING ZONE INFORMATION Floor # of Vent Special Cond- Area Volume Dwell Thermostat Height Vent Area itioned (sf) (cf) Units Type (ft) (sf) Yes 1965 18365 0.00 SleepingStat 8.0 n/a Yes a. 3615 38121 1.00 Setback 8.0 n/a 99'0 sade.tp LL'0 06 SZ S9'o .taPT IS ie4aW Z 0.02 9910 sadeAp LL'O 06 SZ S9'0 EZ AaPTIS ie4aW z O'0Z 99'0 sade.tp LL'O 06 96Z 99'0 ST AaPTIS ie4aW z O'Oz 9900 sadeAp LL'O 06 96Z 99'0 GT AaPTTS Ter+aW z O'Oz 9900 sadeip LL'O 06 96Z 9910 Z I paxtd Te3faW Z O'eT 9910 sade.tP LL'O 06 96Z 9910 L . paxtd ie4aW z O'VT SL'O sadeAP L8'0 06 96Z 99'0 Z Pa6utH auoN ?_. O'ZZ 99'0 sade.tp LL -0 06 96Z 9910 ez paxtd Te4aW z 0.8T ape4S adAl ATuO 4Ttl 44wZd enTeA ads _L adAl saued (is) +S19 6pe48 sseT9 3,DV IT -n uad0 awe.td }o # eaad OS .tot.ta:+1 U 0S nN I d331S S30djanS 9NIZV19 auoN '1X3 NOOIJ SaA 0 0 6T-8 6volO 990T auoN N00 -1d (]3S I tid Sall o O 61-N LEO ' 0 OZEZ ZZ'ZNOH'dOON X33(] 01 SaA O O ZZ -d 6EO'O TbL VZ ' ZZN I JOON 1lnvA salt 6z 9z ZZ -N hb0 ' O ZO T VZ' ZZN * J00N 11nvA Sall 6z STT ZZ -8 bb0 ' O LZZ VZ'ZZN "J00N 1lnvA saA 6Z S6Z. zz-d tab0'0 got, auoN 1HOIN SaA 06 9Ez 6T-�l S90-0 9z auoN 1H9PJ SaA 06 9LT 6T -N 990'0 9Z auoN 1H9IN saA 06 9OZ 6T -N 990'0 09 auoN 1HOIN saA 06 SOZ O-eJ OOO'O COT auoN N0dd saA 06 STT 0-8 OEE'O BT auoN :ONO saA 06 9TT O -N OEE'O 8T auoN Nova saA 06 SIT 0-8 OEE'O BT auoN NOVO SaA 06 9T T O -N OE£'O BT auoN Nova SaA 06 9V T 0-8 00010 9Z auoN NOVO saA 06 STT O -N OO i . O EBL auoN 1431 SaA 06 Sz 0-8 000.0 LSE auoN 39VNV9 01 ON 06 S6Z 0-8 OEC ' O 9T auoN 1N08A saA 06 S67- 0-8 OEE'O Ob auoN 1NONJ saA 06 99Z 6 T -N 990'0 9Z auoN 1N08J SaA 06 S6Z 0-8 Ooo ' O V06. bZ ' ZZN ' d00N s83wNou /1lnVA SaA 6Z SOZ ZZ -N bb0 ' O LEV VZ'ZZN'd008 S;J3WN0U/11nvA saA 6z 9z ZZ -N Vb0'O 9ZE bZ ' ZZP! ' J008 1lnvA SaA 6z STT Zz-N VVO ' O £6L bZ ' ZZ8 ' d00N 11nvA saA 6z 96z ZZ -8 bb0 ' O OOL auoN 1H9I8 SaA 06 90z O -N OCE'O LZ auoN 1HOIN SaA 06 90Z O ->J 000'0 66E auoN Nova SaA O6 STI O -d 000'0 689 auoN 1431 SaA 06 SZ U -N 00010 OSz auoN 1NMIJ SaA 06 96z O=N OCE'O ST auoN 1N08d SaA 06 S6z 0-8 00010 VGV s4uawwoo sute9 �ttl 44WZV Ten -d anTen (IS) 83u8.t8;a8 C w.tod /u014e30j AeTOS 4Dv TnsuI -n eaad S30ddelnS 3novd0 MoputM ST MoputM LT MoputM VT MoputM ET MoputM ZI MoputM IT .too(] OI MoputM 6 9N I d331S aDeI .tnS lx3.t00id TE .too 1 A OE 1008 Sz d ooe! bZ 1008 EZ J008 zz iieM 6T iieM ST iieM LI iieM 9T .aoo(] GT .too(] VT .too(] ET .too(] Z I Tient OT TTeM 6 T TPM L . AOO(] 9 .too(] b Tient Z TieM I 9NIAI1 Joos 6Z IQ0a ez OON LZ J008 9z .too(] TZ TieM OZ TTeM IT iieM e .too(] S. TTeM E nN I d331S a:,eI .tnS ase0 esea- • sad • d • S 09SS-unN • s DAS uo t qe Tn :) T e0 A6.tau3-.tasn CCE T dW-# ..tasn NZ -0 w8oj-we A6o Ad T I Z 10-4 4M H108WnNi-a i t d IT -EA ESddoao I W 16/ZO/60 ........ale(] aDuapTsa>j Tlogwn.tl a41 ..........aT4tl 4Daf.O.td NZ -0 Z a6ed AddWWnS UGH13W N31ndWOO COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The Trumboli Residence Date........ 09/02/91 MICF.OPAS3 v3.11 File-TRUMBOLE Wth-CTZ11 Program -FORM C -2P. User#-MP1333 User -Energy Calculation Svcs. Run -5580 S.F. Res. -Ease Case Surface 27 Window 28 Window 30 Window 31 Window 32 Window 36 Window 37 Door LIVING 1 Window 2 Window 3 Window 4 Window 5 Window 6 Window 7 Window 8 Window 15 Window 16 Window 19 Window 20 Window 21 Door 22 Window 23 Door 24 Door 25 Window 26 Window 29 Door 33 Window 34 Window 35 Window Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght SLEEPING 9 Window 18.0 GLAZING SURFACES 3 5 n/a n/a n/a n/a n/a n/a n/a n/a 10 SC Interior Sc Area # of Frame Open U- Act n/a Glass Shade .GIs+ (sf:) Panes Type Type value Azmth Tilt Only Type Shade 20.0 2 Metal Slider 0.65 115 90 0.77 drapes 0.66 20.0 2 Metal Slider 0.65 115 90 0.77 drapes 0.66 8.0 2 Metal Slider 0.65 115 90 0.77 drapes 0.66 16.0 2 Metal Slider 0.65 115 90 0.77 drapes 0.66 16.0 2 Metal Slider 0.65 115 90 0.77 drapes 0.66 16.0 2 Metal Slider 0.65 205 90 0.77 drapes 0.66 12.0 2 None Hinged 0.65 205 90 0.87 drapes 0.75 40.5 2 Metal Slider 0.65 265 90 0.77 drapes 0.66 40.5 2 Metal Slider 0.65 295 90 0.77 drapes 0.66 36.0 2 Metal Slider 0.65 295 90 0.77 drapes 0.66 36.0 2 Metal Fixed 0.65 295 90 0.77 drapes 0.66 36.0 2 Metal Slider 0.65 295 90 0.77 drapes 0.66 20.0 2 Metal Fixed 0.65 2'35 90 0.77 drapes 0.66 40.0 2 Metal Slider 0.65 295 90 0.77 drapes 0.66 40.0 2 Metal Slider 0.65 295 90 0.77 drapes 0.66 20.0 2 Metal Slider 0.65 25 90 0.77 drapes 0.66 20.0 2 Metal Slider 0.65 25 90 0.77 drapes 0.66 30.0 2 Metal Slider 0.65 115 90 0.77 drapes 0.66 30.0 2 Metal Slider 0.65 115 90 0.77 drapes 0.66 22.0 2 None Hinqed 0.65 115 90 0.87 drapes 0.75 24.0 2 Metal Fixed 0.65 115 90 0.77 drapes 0.66 22.0 2 None Hinged 0.65 115 90 0.87 drapes 0.75 22.0 2 None Hinged 0.65 115 90 0.87 drapes 0.75 10.5 2 Metal Fixed 0.65 115 90 0.77 drapes 0.66 40.5 2 Metal Slider 0.65 145 90 0.77 drapes 0.66 22.0 2 None Hinged 0.65 115 90 0.87 drapes 0.75 40.5 2 Metal Slider 0.65 175 90 0.77 drapes 0.66 64.0 2 Metal Slider 0.65 205 90 0.77 drapes 0.66 40.5 2 Metal Slider 0.65 235 90 0.77 drapes 0.66 OVERHANGS AND SIDE FINS .--Window- ^verhang -- --Left Fin ---Eight Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght SLEEPING 9 Window 18.0 6 n/a 3 5 n/a n/a n/a n/a n/a n/a n/a n/a 10 Door 22.0 6 n/a 3 10 n/a n/a n/a n/a n/a n/a n/a. n/a 11 Window 14.0 3 n/a 3 6 n/a n/a n/a n/a n/a n/a -n/a n/a 12 Window 18.0 6 n/a 3 5 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 20.0 5 4 3 3 .5 .5 .5 1 .5 .5 1 1 14 Window 20.0 5 4 3 3 .5 .5 .5 1 .5 .5 1 1 17 Window 20.0 5 4 3 2.5 1.5 9 1.5 2 2.5 n/a n/a n/a 18 Window 20.0 5 4 3 2.5 9 1.5 n/a n/a n/a 1.5 2 2.5 27 Window 20.0 5 4 3 3 .5 .5 .5 1 .5 .5 1 .5 28 Window 20.0 5 4 3 3 .5 .5 .5 1 .5 .5 1 .5 COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... The Trumboli Residence Date........ 09/02/91 MICROPAS3 v3.11 File-TRUMBOLB Wth-CTZ11 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -5530 S.F. Res. -Base Case OVERHANGS AND SIDE FINS EXTERIOR SHADING Area - I indow- ------^verhang SC of -Left Fin -Right Fin - Ext Shade Area Left Rght Window 20.0 50 BUG SCREEN 0.84 Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght. Ext Dpth Hght 30 Window 8.0 4 n/a 3 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 32 Window 16.0 4 n/a 3 2 n/a n/a n/a n/a n/a n/a n/a n/a 36 Window 16.0 4 4 3 8.5 .5 13 .5 2 8.5 n/a n/a n/a 37 Door 12.0 6 3 3 3.5 2 .5 n/a n/a n/a .5 2 3.5 LIVING 0.84 2 Window 40.5 50% BUG SCREEN 0.84 3 Window 36.0 50% BUG 4 Window 36.0 6 n/a 1.67 2 n/a n/a n/a n/a n/a 'n/a 50 n/a n/a 6 Window 20.0 8 2.5 7 .5 .5 11 .5 7 .5 11 7 .5 21 Door 22.0 6 4 7 2.5 4 4 4 7 2.5 4 7 2.5 24 Door 22.0 6 4 3 2.5 10 2 10 3.5 2.5 n/a n/a n/a 29 Door 22.0 6 4 2 .5 4 4 4 7 .5 4 7 .5 EXTERIOR SHADING IN Area Shading SC of Surface (sf) Type Ext Shade SLEEPING 13 Window 20.0 50 BUG SCREEN 0.84 14 Window 20.0 50% BUG SCREEN 0.84 17 Window 20.0 50% BUG SCREEN 0.84 18 Window 20.0 50 BUG SCREEN 0.84 27 Window 20.0 50% BUG SCREEN 0.84 28 Window .20.0 50 BUG SCREEN 0.84 30 Window 8.0 50 BUG SCREEN 0.84' 31 Window 16.0 50 BUG SCREEN 0.84 32 Window 16.0 50% BUG SCREEN 0.84 36 Window 16.0 50% BUG SCREEN 0.84 LIVING 1 Window 40.5 50 BUG SCREEN 0.84 2 Window 40.5 50% BUG SCREEN 0.84 3 Window 36.0 50% BUG SCREEN 0.84 5 Window 36.0 50% BUG SCREEN -0.84 7 Window 40.0 50 BUG SCREEN 0.84 8 Window 40.0 50% BUG SCREEN 0.84 15 Window 20.0 50% BUG SCREEN 0.84 16 Window 20.0 50% BUG SCREEN 0.84 19 Window 30.0 50 BUG SCREEN 0.84 20 Window 30.0 50% BUG SCREEN 0.84 26 Window 40.5 50% BUG SCREEN 0.84 33 Window 40.5 50% BUG SCREEN 0.84 34 Window 64.0 50% BUG SCREEN 0.84 35 Window 40.5 50% BUG SCREEN 0.84 IN CERTIFICATE OF C:OMPLIANC:E: RESIDENTIAL Page 4 CF -IR Project Title.......... The Trumboli Residence Date........ 09/02/91 MIC:ROPAS3 v3.11 File-TRUMBOLB Wth-C:TZ11 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -5500 S.F. Res. -Base Case COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article i of the California Administrative cone. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. Name... Company. Address. Phone. Licens4 Signed DESIGNER DUCUMENTAT THOR Name.... Marty Runnells Company. Energy Calculation Svcs. Address. 1907 Mangrove Ave. Ste D Chico, California 95926 Phone... (916) 894-8466 Name.... Company. Address Phone.. Signed OWNER Larry & Sherri Trumboli Name.... Title... Agency.. Phone... Signed (date) COMPUTER METHOD SUMMARY Page 5 C -2R Project Title.......... The Trumboli Residence Date........ 09/02/91 MIC:ROPAS3 v3.11 File-TRUMBOLB Wth-CTZ11 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -5580 S.F. Res. -Base Case Surface Area (sf) SLEEPING/LIVING 1 Floor 1965 2 Wall 640 3 Door 38 4 Wall 20 INTER -ZONE SURFACES Area Thick Mass Type (sf) (in) SLEEPING 2 InteriorVert 4 InteriorHorz 6 InteriorHorz 8 IntHorz2Side 10 IntHorz2Side LIVING 1 InteriorVert 3 InteriorHorz 5 InteriorHorz 7 IntHorz2Side 9 IntHorz2Side System Type Storage Gas THERMAL MASS Heat Conduct- Surface Cap ivity R -value 144 Insul Form 3 U -value R-val Location/Comments Reference . 0.101 R-0 SEPERATION FLOOR. 0.293 R-0 SEPERATION WALL 0.330 R-0 SEPERATION DOOR 20.000 R-0 OPEN SEPERATION AREA Area Thick Mass Type (sf) (in) SLEEPING 2 InteriorVert 4 InteriorHorz 6 InteriorHorz 8 IntHorz2Side 10 IntHorz2Side LIVING 1 InteriorVert 3 InteriorHorz 5 InteriorHorz 7 IntHorz2Side 9 IntHorz2Side System Type Storage Gas THERMAL MASS Heat Conduct- Surface Cap ivity R -value 144 1.0 24.0 0.67 R-0.0 233 1.0 24.0 0.67 R-0.0 126 4.0 21.0 Q.59 R-0.0 1640 4.8 11.0 0.07 R-0.0 328 4.8 11.0 0.07 P.-0.0 26 1.0 24.0 0.67 P•.-0.0 414 1.0 24.0 0.67 R-0.0 161 4.0 21.0 0.59 R-0.0 2310 4.8 11.0 0.07 R-0.0 687 4.8 11.0 0.07 R-0.0 HVAC SYSTEMS System Type SLEEPING Gas AirCond LIVING Gas AirCond Minimum Efficiency Location/Comments TUB/SHOWER ENCLOSURES BATHROOMS / UTILITY STONE HEARTH EXT. PINE LOG MASS WALLS INT. PINE LOG MASS,WALLS TUB/SHOWER. ENCLOSURES BATH/PANTRY/KITCHEN STONE HEARTH EXT. PINE LOG MASS WALLS INT. PINE LOG MASS WALLS Duct Duct Duct Location R -value Efficiency 0.720 SE Attic P.-2.1 0.850 8.90 SEER, Attic R-2.1 0.830 0.720 SE C:rawlspace P.-2.1 0.850 8.90 SEER Crawlspace R-2.1 0.890 WATER HEATING SYSTEMS Capa- R-12 or Pilot # of city Greater Effic- Standby Input Size Heat (gal) Blanket iency Loss Rating (Btuh) Credits Zj50 Yes 0.76 RE 4% 43000 Btuh n/a None r COMPUTER METHOD SUMMARY Page 6 C -2R Project Title.......... The Trumboli Residence Date........ 09/02/91 MICROPAS3 v3.11 File-TRUMBOLE Wth-CTZ11 Program -FORM C: -2R User#-MP1333 User -Energy Calculation Svcs. Run -55.90 S.F. Res. -base Case SPECIAL FEATURES/REMARKS This building incorporates a Zonally Controlled HVAC System. Log Walls are Bin. in diameter but are assumed to have an average thickness of 4.75 inches. A 2 inch setting trough allows a consistant 2 inch minimum wall thickness. All features are considered worst case. Any non -default values must be substantiated by manufacturers literature or proper documentation. CONSTRUCTION ASSEMBLY Page 1 3R Project Title.......... The Trumboli Residence Date........ 09/02/91 MIC:ROPAS3 v3.11 File-TRUMBOLB Wth-i_TZ11 Program -FORM 3R User#-MP1333 User -Energy Calculation Svcs. Run -5590 S.F. Res. -Base Case Reference Name . ROOF.R22.24 Description .... Roof R-22 2x8 24oc Type ............Roof. R -Value ........ 22 sf-F/Btuh Framing Material ..... FIR.2X8 Spacing ...... 24 inches on center Fraction ..... 0.07. Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS FRAMING ADJUSTMENT CALCULATION ✓ Cavity Framing Total U -Value: (1 / 25.23 x 0.93) + (1 / 9.91 x 0.07) = 0.044 Btuh/sf-F Material Cavity Frame Name Description R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17 1. METAL.ROOF Standing Seam'Metal Roof U.UO 0.00 2. BLDG.PAPER Building paper (felt) '6.06 0.06 3. PLY.0.63 0.625 in plywood .. 0.77 0.77 4c. AIR.RF.O.50 0.5 in"(apprPx) air space: heat flow up 0.73 -- 4f. FIR.2X8 2x8'in fir framing -- 7.41 •5c. BATT.R22.0 R-22 batt insul (cavity > 5.5 in) 22.00 -- 6. PINE.I.0 1.00 inch pine wood stripping 0.89 0.89 I. FILM.IN.RF Inside air film: heat flow straight up 0.61 0.61 Total Unadjusted R -Values 25.23 9.91 FRAMING ADJUSTMENT CALCULATION ✓ Cavity Framing Total U -Value: (1 / 25.23 x 0.93) + (1 / 9.91 x 0.07) = 0.044 Btuh/sf-F CONSTRUCTION ASSEMBLY Page 2 3R Project Title.......... The Trumboli Residence Date........ O9/02/91 MIC:ROPAS3 v3.11 File-TRUMBOLB Wth-CTZil, Program -FORM 3R User#-MP1333 User -Energy Calculation Svcs. Faun -5580 S.F. Res. -Base Case i 2 f Sketch of Construction Assembly Reference Name . ROOF.HORZ.22 Description .... Roof R-22 2x8.24oc horz Type ............ Roof P, -Value ........ 22 sf-F/Btuh Framing Material ..... FIR.2X8 Spacing ...... 24 inches on center Fraction ..... 0.07 LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value P=Value O. FILM. EX 1. REDWOOD.2.0 2. BLDG.PAPER 3. PLY.0.63 4c. AIR.RF.0.50 4f. FIP..2X8 5c. BATT.R22.0 6. PINE.1.0 I. FILM.IN.RF Exterior air film: winter value 0.17 0.17 2 inch Redwood,dec.king. 2.40 2.40 Building paper (felt) 0.06 0.06 0.625 in plywood 0.77 0.77 0.5 in (approx) air space: heat flow up 0.73 -- 2x8 in fir framing -- 7.41 P.-22. batt insul (cavity > 5.5 in) 22.00 -- 1.00 inch pine wood stripping 0.89 0.88 Inside air film: heat flow straight up 0.61 0.61 Total Unadjusted R -Values 27.63 12.31 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: 0 / 27.63 x 0.93) + 0 / 12.31 x 0.07) = 0.039 Btuh/sf=F. Sketch of Construction Assembly Reference Name . ROOF.HORZ.22 Description .... Roof R-22 2x8.24oc horz Type ............ Roof P, -Value ........ 22 sf-F/Btuh Framing Material ..... FIR.2X8 Spacing ...... 24 inches on center Fraction ..... 0.07 LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value P=Value O. FILM. EX 1. REDWOOD.2.0 2. BLDG.PAPER 3. PLY.0.63 4c. AIR.RF.0.50 4f. FIP..2X8 5c. BATT.R22.0 6. PINE.1.0 I. FILM.IN.RF Exterior air film: winter value 0.17 0.17 2 inch Redwood,dec.king. 2.40 2.40 Building paper (felt) 0.06 0.06 0.625 in plywood 0.77 0.77 0.5 in (approx) air space: heat flow up 0.73 -- 2x8 in fir framing -- 7.41 P.-22. batt insul (cavity > 5.5 in) 22.00 -- 1.00 inch pine wood stripping 0.89 0.88 Inside air film: heat flow straight up 0.61 0.61 Total Unadjusted R -Values 27.63 12.31 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: 0 / 27.63 x 0.93) + 0 / 12.31 x 0.07) = 0.039 Btuh/sf=F. WATER HEATING Page 1 DHW Project Title.......... The Trumboli Residence Date........ 09/02/51 Project Address........ C:h i c o, CA Documentation Author... Marty Runnells Company ................ Energy Calculation Svcs. Telephone .............. (516) 894-8466 Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........... 11 Building Permit # Plan Check / Date Field Check/ Date MICROPAS3 v3.11 File-TRUMBOLB Wth-CTZ11 Program -WATER HEATING User#-MP1333 User -Energy Calculation Svcs. Run -5590 S.F. Res. -Base Case WORKSHEET ONE: STORAGE GAS OR STORAGE ELECTRIC A. EQUIPMENT DATA 1. Water heater type....... Storage, Gas' 2. Manufacturer............ S 0 3. Model number ............ V - 5-z) - xf 2T 4. Ignition device......... n/a 5. Tank volume ............. 50 gal 6. Recovery efficiency..... .76 percent x 0.01', 7. Standby loss ........... °d•S,-0%r percent/hour x 0.01 S. Rated Input .......... 116;A.34fK1 Btu/hr 5. Number of Heaters....... 2 10.Insulation Jacket....... Yes B. OPERATING DATA 1. Climate Zone............ 11 2. Water heating budget.... 2040=1 kBtu/yr/unit 3. Tank set temp........... 140 F 4. Water main temp......... 65 F 5 Daily hot water load.... 50 gal 6. Ambient air temp........ 62.8 F 7. Adj. Standby Losses..... . (_Q6-zr- - O'Z-!? j 8. No. dwelling units...... 1 5. Pump power .............. 0 Watts (0 Watts controller) 10.Pumping energy.......... 0 Watt-hr/yr (24 hr per day) C. WATER HEATING ENERGY CREDITS 1. Credit Name ............. None 2. Annual savings.......... 0 kBtu/yr/unit D. ANNUAL WATER HEATING ENERGY 1. Recovery load........... 11292 kBtu/yr 2. Recovery energy......... 14858 kBtu/yr 3. Standby loss energy..... 14435 kBtu/yr 4. Pumping energy.......... 0 kBtu/yr source 5. Total energy............ 23257 kBtu/yr/unit source 6. Comparison .............. -8857 kBtu/yr/unit source 7. Points .................. -3 8. Water Heating Energy Use 5.25 kBtu/yr/sf (D5 x B8) / 5580 sf HVAC SIZING Page 1 HVAC Project Title.......... The Trumboli Residence Date........ 09/02/91 Project Address........ C:h i c o, CA Documentation Author... Marty Runnells Company ........ :....... Energy Calculation Svcs. Telephone .............. (916) 894-8466 Compliance Method...... MIC:ROPAS3 by Enercomp, Inc. Climate Zone........... 11 Building Permit # Plan Check / Date Field Check/ Date MICROPAS3 v3.11 File-TP.UMBOLB Wth-C:TZ11 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Svcs. Run -5590 S.F. Res. -Base Case GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Shading Used ............... Latent Load Fraction....... 5581 > s f 56486 cf Front Facing 295 deg C:HICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F Yes 0.20 HEATING AND COOLING LOAD SUMMARY (NW) Sensible Load .................... 85925 80745 Latent Load ...................... n/a 16149 Total Load 85925 96894 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, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. GEC: Maximum output for gas central furnaces only: 1.3 x ( 85925 + (10 x 5580)) = 184243 Btuh Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 15646 9064 Glazing Conduction ............... 26748 14929 Glazing Solar ...................: n/a 37778 Infiltration ..................... .35719 11737 Internal Gain .................... n/a 2325 Ducts ............................ 7811 4912 Sensible Load .................... 85925 80745 Latent Load ...................... n/a 16149 Total Load 85925 96894 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, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. GEC: Maximum output for gas central furnaces only: 1.3 x ( 85925 + (10 x 5580)) = 184243 Btuh HVAC SIZING Page 2 HVAC Project Title.......... The Trumboli Residence Date........ 09/02/91 MICROPAS3 v3.11 File-TRUMBOLB Wth-C:TZ11 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Svcs. Run -5500 S.F. Res. -Base Case HEATING AND COOLING LOAD SUMMARY BY ZONE ZONE 'SLEEPING' Floor Area ....................... 1965 sf Volume ........................... 18365 cf ZONE 'LIVING' Floor Area ....................... 3615 sf Volume ........................... 38121 cf Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 4900 4597 Glazing Conduction ............... 7267 4056 Glazing Solar .................... n/a 9937 Infiltration ..................... 11613 3816 Internal Gain .................... n/a 0 Ducts ............................ 2378 2241 Sensible Load .................... 26158 24646 Latent Load ...................... n/a 4929 Zone Load 26158 29575 ZONE 'LIVING' Floor Area ....................... 3615 sf Volume ........................... 38121 cf Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 10747 4468 Glazing Conduction ............... 19481 10873 Glazing Solar .................... n/a 27841 Infiltration ..................... 24106 7921 Internal Gain .................... n/a 2325 Ducts ............................ 5433 2671 Sensible Load .................... 59768 56099 Latent Load ...................... n/a 11220 Zone Load 59768 67319 1_11L Payne AirConditioning ELECTRIC Model 591A (60 Hz) AIR CONDITIONER Sizes 014 thru 060 Indianapolis. IN C-ly of Indusl,y, CA KJA-L-) Model 591A Energy -Efficient Air Conditioners incorporate inno- vative technology to provide quiet, reliable summer cooling per- formance. Built into these units are the features most desired by homeowners today. SEER ratings of at least 9.0 when used with components as designated by manufacturer. All models are U.L. and CSA approved. Ratings are listed with ARI and CEC. FEATURES ELECTRICAL RANGE—All units are offered in 2081230 -volts sin- gle phase only. WIDE RANGE OF SIZES—Available in eight nominal sizes from 014 thru 060 to meet the needs for residential and light commer- cial applications. WEATHER -PROTECTIVE CABINET—Steel is protected with a heavy coating commonly called "galvanizing," then coated with a layer of zinc phosphate to which a coat of modified polyester powder coating is applied and baked -on. This provides each unit with a hard, smooth finish that will last for many years. All screws on cabinet exterior are coated for a long-lasting, rust - resistant, quality appearance. TOTALLY ENCLOSED FAN MOTOR—Means greater reliability under rain conditions, dependable performance for many years. Permanent -split -capacitor -type motors provide more economical operation. UNIT DESIGN—Copper tube, enhanced aluminum fin coil is designed for optimum heat transfer. Vertical air discharge car- ries sound and hot condenser air up and away from adjacent patio areas and foliage. New heat pump style base pan for easy removal of water, dirt and leaves. APPLICATION VERSATILITY—The 591A can be combined with a wide variety of evaporator coils and blower packages to pro- vide quiet, dependable comfort. Unit can be installed on a roof or at ground level on a slab. EXTERNAL SERVICE VALVES—Both service valves are brass, back seating type with sweat connections. Valves are externally located so refrigerant tube connections can be made quickly and easily. Each valve has a service port for ease of checking operating refrigerant pressures. EASY SERVICEABILITY—One access panel provides access to electrical controls and compressor. Removal of top gives access to fan motor and coil. COMPRESSOR PROTECTION—Each compressor is protected with internal temperature- and current -sensitive overloads. An internal pressure relief valve provides high-pressure protection to the refrigerant system. For improved serviceability each com- pressor, except 5 ton units, is equipped with a compressor termi- nal plug. Form No. PDS 591A.14.3P RATINGS & PERFORMANCE (Con't) *Tested Combination See notes on page 5. -4- SEAS. EFF. SEAS. EFF. OUTDOOR INDOOR EVAP. AIR TOT CAP WIFDR.90t W/O FDR.90t SOUND RATING MODEL MODEL CFM BTUH SEER SEER (BELS) 519CO42 1500 41,000 9.30 9.10 9.00 7.8 7.8 518CI507JO42 1575 1575 41,000 41,000 9.20 9.20 9.00 7.8 5180507J042W 518C/507J042C 1400 41,500 9.40 9.20 7.8 519DI509A042* 1575 41,000 9.30 9.30 9.10 9.10 7.8 7.8 519D/509A042W 519D/509A042C 1575 1400 41,000 41,500 9.40 9.20 7.8 519DI509AO43 519D/509A043W 1575 1575 42,000 42,000 9.50 9.50 9.30 9.30 7.8 7.8 519EO42 1575 41,000 9.40 9.20 9.10 7.8 7.8 506BO42 517E/GN042 1575 1575 41,000 41,000 9.30 9.30 9.10 7.8 517E/GN043 1575 1500 41,500 41,500 9.40 9.40 9.20 9.20 7.8 7.8 591A -042-A, -B 519CO48 518CO48 1575 42,000 9.40 9.20 7.8 5180507J048W 1575 1575 42,000 42,000 9.40 9.50 9.20 9.30 7.8 7.8 518CO48C 5190048 1575 42,000 9.50 9.30 7.8 519D/509A048W 1575 1575 42,000 42,000 9.50 9.50 9.30 9.30 7.8 7.8 519DI509AO48C 5190049 1575 42,500 9.60 9.40 7.8 519EO48 1575 1575 42,000 42,000 9.50 9.50 9.30 9.30 7.8 7.8 50BA048 5068049 1575 42,500 9.50 9.30 7.8 5108048 1575 42,000 9.50 9.30 9.00 7.8 7.8 517E/GN048 1575 42,000 9.20 9.50 9.30 7.8 517E/GN049 1575 42,500 519CO42 5180507J042 1500 1575 41,000 41,000 9.30 9.20 9.10 9.00 8.0 8.0 5180507J042W 1575 1400 41,000 41,500 9.20 9.40 9.00 9.20 8.0 8.0 5180507J042C 519D/509A042' 1575 41,000 9.30 9.10 8.0 519D/509A042W 1575 1400 41,000 41,500 9.30 9.40 9.10 9.20 8.0 8.0 519D/509A042C 519D/509A043 1575 42,000 9.50 9.30 8.0 519D/509A043W 1575 1575 42,000 41,000 9.50 9.40 9.30 9.20 8.0 8.0 519E042 5068042 1575 41,000 9.30 9.10 8.0 517E/GN042 1575 1575 41,000 41,500 9.30 9.40 9.10 9.20 8.0 8.0 591A -042-C 517E/GN043 519CO48 1500 41,500 9.40 9.20 8.0 518CO48 1575 1575 42,000 9.40 9.40 9.20 9.20 8.0 8.0 5180507J048W 518C48C 1575 .42,000 42,000 9.50 9.30 8.0 5190048 1575 1575 42,000 42,000 9.50 9.50 9.30 9.30 8.0 8.0 519D/509A048W 519DI509AO48C 1575 42,000 9.50 9.30 8.0 5190049 1575 1575 42,500 42,000 9.60 9.50 9.40 9.30 8.0 8.0 519EO48 508AO48 1575 42,000 9.50 9.30 8.0 5068049 1575 1575 42,500 42,000 9.50 9.50 9.30 9.30 8.0 8.0 5108048 517E/GN048 1575 42,000 9.20 9.00 8.0 517EIGN049 1575 42,500 1 9.50 9.30 8.0 519CO48 1500 1700 45,000 46,500 9.20 9.00 7.8 9.10 9.00 7.8 518CO48 518C/507J048W 1700 46,500 9.10 9.00 7.8 518CO48C 1600 47,000 9.20 9.00 7.8 9.00 7.8 5190048 519D/509A048W 1700 1700 46,500 46,000 9.20 9.20 9.00 7.8 519DI509AO48C 1600 1700 47,000 48,000 9.30 9.10 7.8 9.40 9.20 7.8 5190049' 519EO48 1700 46,500 9.20 9.00 7.8 508AO48 1600 46,000 9.20 9.00 7.8 9.30 9.10 7.8 5068049 5108048 1700 1700 47,000 47,000 9.30 9.10 7.8 591A -048-A 517E/GN048 1700 47,000 47,500 9.10 8.90 7.8 9.20 9.00 7.8 517E/GN049 519CO60 1700 1600 47,000 9.30 9.10 7.8 5180507J057C 1700 1700 48,000 47,500 9.30 9.10 7.8 9.40 9.20 7.8 518CI507JO60 519D/509A057C 1700 48,000 9.40 9.20 7.8 519D/509A060 1700 1700 48,000 48,000 9.60 9.40 7.8 9.70 9.50 7.8 519D/509A061 519EO60 1700 48,000 9.40 9.20 7.8 5068061 1700 48,000 9.50. 9.20 7.8 9.20 7.8 5108060 517E/GN060 1700 1700 48,000 47,000 9.40 8.80 8.70 7.8 517E/GN062 1700 47,500 48,000 9.00 8.80 7.8 9.20 9.00 7.8 517E/GN063 1700 *Tested Combination See notes on page 5. -4- I. 1�. RATINGS & PERFORMANCE (Con't) •Tested Combination NOTES: 1. Ratings are net values reflecting the effects of circulating fan motor heat. Supplemental electric heat is not included. 2. Tested outdoor/indoor combinations have been tested in accordance with DOE test procedures for central air conditioners. Ratings for other combinations are determined under DOE computer simulation procedures. 3. Determine actual CFM values obtainable for your system by referring to fan performance data in fan coil or furnace coil literature. tSee FOR table. SYSTEM DESIGN 1. Intended for outdoor Installation with free air inlet and outlet. Outdoor fan external static pressure available is less than 0.01 -inches water column. 2. Minimum outdoor operating air temperature without low ambient operation accessory is 55°F (12.80C). 3. Maximum outdoor operating air temperature is 125°F (51.70C). 4., For reliable operation, unit should be level in all horizontal planes. 5. Maximum elevation of indoor coil above or below base of outdoor unit is: indoor coil above = 50 -feet. Indoor coil below = 150 -feet. (see items 6 and 7 following) 6. For interconnecting refrigerant tube lengths greater than 50 feet, consult long tube application bulletin available from equipment distributor. 7. Crankcase heater required when interconnecting refrigerant tube length exceeds 50 feet. 8. Not more than 3 feet of refrigerant tube should be buried in the ground. If necessary to bury tubes under a sidewalk, provide a minimum 6 -inch verti- cal rise to the valve connections at the unit. 9. Use only copper wire for electric connection at unit. Aluminum and clad aluminum are not acceptable for the type of connector provided. 10. Mixmatches of indoor coil capacity more than one size larger than outdoor unit capacity may result in inadequate indoor comfort. -5- SEAS. EFF. SEAS. EFF. OUTDOOR INDOOR EVAP. AIR TOT CAP WIFDR.90t W/O FDR.90t SOUND RATING MODEL MODEL CFM BTUH SEER SEER (BELS) 519CO48 1500 44,500 9.20 9.00 7.8 518C048 1700 46,000 9.20 9.00 7.8 5180507J048W 1700 46,000 9.20 9.00 7.8 518CO48C 1600 47,000 9.20 9.00 7.8 519DO48 1700 46,000 9.20 9.00 7.8 519D/509A048W 1700 46,000 9.20 9.00 7.8 519DO48C 1600 47,000 9.30 9.10 7.8 519DO49 1700 47,500 9.50 9.20 7.8 519EO48 1700 46,000 9.20 9.00 7.8 50BA048 1600 46,000 9.20 9.00 7.8 5068049 1700 47,000 9.30 9.10 7.8 5108048 1700 47,000 9.30 9.10 7.8 591A -048-B 517E/GN048 1700 46,500 9.10 8.90 7.8 517E/GN049 1700 47,500 9.20 9.00 7.8 519CO60 1600 47,000 9.30 9.10 7.8 5180507J057C 1700 47,500 9.30 9.10 7.8 5180507J060 1700 47,000 9.50 9.20 7.8 519D/509A057C 1700 47,500 9.50 9.20 7.8 519D/509A060 1700 48,000 9.60 9.40 7.8 519D/509A061 1700 48,000 9.70 9.50 7.8 519EO60 1700 47,500 9.50 9.20 7.8 506BO61 1700 48,000 9.50 9.20 7.8 5108060 1700 48,000 9.50 9.20 7.8 517E/GN060 1700 47,000 9.00 8.70 7.8 517E/GN062 1700 47,000 9.00 8.80 7.8 517E/GN063 1700 48,000 9.20 9.00 7.8 519CO601600 - �-;6 56,000. 9.30 9.00 7.8 III j518C/507J05- ZCT 1850 57,000 V9.00 o 8.80 7.8 518CI507JO60 2000 58,000 9.30 9.00 7.8 519DI509AO57C 1850 57,000 9.30 9.00 7.8 519D/509A060 2000 58,500 9.30 9.00 7.8 519D/509A061• 2000 59,500 9.50 9.20 7.8 IK591A,060•A 519EO60 2000 57,000 9.30 9.00 7.8 5068061 2000 59,000 9.50 9.10 7.8 51OB060 2000 58,500 9.30 9.00 7.8 517E/GN060 2000 57,000 8.80 8.50 7.8 517E/GN062 2000 58,000 9.00 8.70 7.8 517E/GN063 2000 59,000 9.30 9.00 7.8 517EO05 8 315016.401 2100 59,500 9.30 9.00 7.8 519CO60 1600 56,000 9.30 9.00 8.0 518C/507J057C 1850 56,500 8.90 8.60 8.0 518C/507J060 2000 57,500 9.10 8.80 8.0 519D/509A057C 1850 57,000 9.30 9.00 8.0 519D/509A060 2000 58,500 9.30 9.00 8.0 519D/509A061•• 2000 59,500 9.40 9.10 8.0 591A-060.8 519EO60 2000 57,000 9.30 9.00 8.0 506BO61 2000 59,000 9.40 9.10 8.0 5108060 2000 58,500 9.30 9.00 8.0 517E/GN060 2000 57,500 8.70 8.40 8.0 517E/GN062 2000 58,000 8.90 8.60 8.0 517E/GN063 2000 59,000 9.10 8.80 8.0 517E/GN005 2000 60,000 9.30 9.00 8.0 + 315016-701 •Tested Combination NOTES: 1. Ratings are net values reflecting the effects of circulating fan motor heat. Supplemental electric heat is not included. 2. Tested outdoor/indoor combinations have been tested in accordance with DOE test procedures for central air conditioners. Ratings for other combinations are determined under DOE computer simulation procedures. 3. Determine actual CFM values obtainable for your system by referring to fan performance data in fan coil or furnace coil literature. tSee FOR table. SYSTEM DESIGN 1. Intended for outdoor Installation with free air inlet and outlet. Outdoor fan external static pressure available is less than 0.01 -inches water column. 2. Minimum outdoor operating air temperature without low ambient operation accessory is 55°F (12.80C). 3. Maximum outdoor operating air temperature is 125°F (51.70C). 4., For reliable operation, unit should be level in all horizontal planes. 5. Maximum elevation of indoor coil above or below base of outdoor unit is: indoor coil above = 50 -feet. Indoor coil below = 150 -feet. (see items 6 and 7 following) 6. For interconnecting refrigerant tube lengths greater than 50 feet, consult long tube application bulletin available from equipment distributor. 7. Crankcase heater required when interconnecting refrigerant tube length exceeds 50 feet. 8. Not more than 3 feet of refrigerant tube should be buried in the ground. If necessary to bury tubes under a sidewalk, provide a minimum 6 -inch verti- cal rise to the valve connections at the unit. 9. Use only copper wire for electric connection at unit. Aluminum and clad aluminum are not acceptable for the type of connector provided. 10. Mixmatches of indoor coil capacity more than one size larger than outdoor unit capacity may result in inadequate indoor comfort. -5- E CHECK-FLO•RATER CHART CONDENSING UNIT SIZE PISTON* IDENTIFICATION NO. 014-A 46 018-A 52 024-A 61 030-A, -B 70 036-A 73 042-A 78 042-B 76 042-0 80 048-A, -B 86 OSA 93 060-8 98 *Piston listed is for any approved non -capillary tube combination. Pis- ton is shipped with outdoor unit and must be installed. SPECIFICATIONS NOTE: Use copper wire only between disconnect switch and unit. See unit Installation Instructions for proper installation. tConsult Low Ambient Installation Instructions for application. *If other than 60°C copper wire is used, size can be determined from unit ampacity given in above table and applicable table of National Electric Code. Wire size selected must have current capacity not less than that of copper wire specified and must not create a voltage drop between services panel and unit in excess of 2% of unit rated voltage. ttUse only 318" liquid tube with capillary tube coils. -7- 591AN036 591AN042 591AN042 591AN042 591AN048 591AN048 591AN080 591AN060 MODEL A A B C A 8 A B SERIES 208/230-60-1 2081230-60-1 2081230-60-1 2081230-60-1 2081230-60-1 2081230-60-1 2081230-60-1 2081230-60-1 Unit Volts -Hertz -Phase 187-253 187-253 187-253 187-253 187-253 187-253 187-253 187-253 Operating Voltage Range 20.2 20.5 20.4 20.4 22.8 23.8 30.8 35.3 Compressor -Rated Load Amps 93.0 110.0 110.0 110.0 127.0 127.0 142.0 150.0 Locked Rotor Amps 0.9 1.4 1.4 1.4 1.4 1.4 1.4 1.4 Condenser Fan Motor -Full Load Amps 29.9 31.2 39.9 45.5 Min Unit Ampacily for Wire Sizing 26.2 27.0 26.9 26.9 8 8 Min Wire Sizing (60° Copper) AWG• 10 10 10 10 10 10 75 90 80 Max Wire Length (feet)# 90 85 85 85 75 50 50 60 60 Max Branch Circuit Fuse Size 45 45 45 45 Hermetic 3450 Compressor -Type 8 RPM Temperature & Current Protection R22-6.37 lbs R22-7.00 lbs Internal Line Break R22-5.88 lbs R22-7.00 lbs R22-7.25 lbs R22-10.62IbsR22-10.871bs Refrigerant -Type & Amount R22-5.37 lbs Refrigerant Tubes (in. OD) 318 718 & 318 718 & 318 1-118 & 318 Vapor & Liquid (up to 50 feel) 314 & Coil -Height x Width (Sq FI) 12.0 15.0 15.0 15.0 15.0 PSC & 1100 114 PSC & 1100 15.0 114 PSC & 1100 15.0 1 114 PSC & 1100 15.0 114 PSC & 1100 Fan Motor -HP, Type, & RPM 118 PSC & 820 114 PSC & 1100 114 PSC & 1100 114 Volts -Hertz -Phase 2600 3000 3000 208.230-60-1 3000 3000 3000 3000 3000 CondenserAirflow (Cfm) 313916.701 Support Feet Kit Indoor Fan Delay Relay 313902.751 COMPROTEC (Short Cycle Protector) 313966-751 Crankcase Heater / 313904.751 Start Assist -PTC 313965.754 313965-755 313965-755 313967.752 313965-755 313965.755 313965-755 313965-760 313965-751 Start Assist-Cap/Relay 312996.751 312994.751 312994.751 312994-751 312994-751 312994.751 312997-751 315135-751 Sound Hood 315174-75501 315174-75501 315174-75501 1 315174-75501 1 315174.75601 1 315174.75601 1 315174-75701 315174-75701 TXV Kits (RPB) 315174-76201 315174-76201 315174-76201 315174.76201 315174.76301 315174.76301 315174-76401 315174-76401 TXV Kits (Hard Shutoff) 313968-751 Low Pressure Switch High Pressure Switch 313969.751 32LT660004 Low Ambient Controller Low Ambient Motor -Ball Bearing HC36GE230 HC40GE230 Low Ambient Winter Start Control HN67XZ210 Low Ambient Evap Freeze T/Stat HH22UA025 Thermostat/Subbase Single Stage Heating/Cool Ing -Manual H HOt PC 184 ThermoslatlSubbaso Single Stage Heating/Cool ing•Auto H HO1 PC 185 NOTE: Use copper wire only between disconnect switch and unit. See unit Installation Instructions for proper installation. tConsult Low Ambient Installation Instructions for application. *If other than 60°C copper wire is used, size can be determined from unit ampacity given in above table and applicable table of National Electric Code. Wire size selected must have current capacity not less than that of copper wire specified and must not create a voltage drop between services panel and unit in excess of 2% of unit rated voltage. ttUse only 318" liquid tube with capillary tube coils. -7- A Payne w ."',HORIZONTAL,, NATURAL DRAFTY`"' ` ' Model'�349J AirConditionin/(•'77 �2�, `J',.; Y_. 4^ iR; 3; a ci;1.4, t.15i 4.��tG x4 j4A, GAS-FIRED FURNACE i Indianapolis, It(FORt-CALIFORNIA�ONLI�' N 4 City Indusl, . CA ko�.�.i ti S'r. '� ! . j c ,�^ �f+wr. h a Yr d` s{•H,# {! - 1 -.sh. - 5:l.''.. j;„ ... x I-+.. i f .-F•-rr :;f ...� ..... .. ,Ft .,, +nw- ,;}Ji�T:�6. i:..S l.. i'd�:.N2..y Modern engineering technology and design have gone Into the development of this superb line of horizontal gas-fired furnaces. The Model 349J Furnace has been developed with efficiency; ease of installation; and quiet, economical, performance In mind. The low profile of this furnace is the answer to installation In buildings where space is at a premium. Improved California Seasonal Efficiency (CSE) ratings are a characteristic of the 349J line of horizontal, natural -draft furnaces. These furnaces are suitable for installation in an attic, crawl space, alcove, or suspended in a utility room or basement. Air conditioning, air cleaning, and humidification can be added with a minimum of time and effort. FEATURES RANGE OF CAPACITIES—Four heating capacities from 40,000 through 100,000 Btuh are available to meet both residential and light commercial needs. Cooling airflow models are available for applications requiring up to 60,000 Btuh. Cooling coils and con- densing units are available to complete the system for year- round comfort. VERSATILITY—Furnace can be turned so that supply and A85003 return air can easily be ducted to and from the unit. The drafthood and gas controls can easily be reversed for either right-hand or left-hand applications. A85004 LOW -PROFILE CABINET—The 23 -118 -Inch high cabinet is designed for rigidity and strength. A fully insulated heating sec- tion retains the heat for efficient performance and muffles oper- ating sound. HEAT EXCHANGER—Individual cells of heavy gauge steel nar- row as they Increase in height to force maximum absorption of, heat from the flue gases. 10 -year Limited Warranty. SLOTTED PORT BURNER—Dual port design maintains a low profile which produces maximum heat at a low level in the heat exchanger. This provides maximum scrubbing action of the gases on the heat exchanger. This design gives quiet Ignition, operation, and extinction. GAS CONTROL ASSEMBLY-349JAW Includes a redundant main gas valve with pressure regulator, manual shut-off valve, and gas -saving pilot. An electronic spark Ignites the pilot when the thermostat "calls" for heat. When the thermostat is satis- fied, the pilot and burners are extinguished. Therefore, there is no standing pilot flame to consume gas when the furnace is not operating. EFFICIENCY—Meets California minimum efficiency standards (title 20). NITROUS OXIDES (NOx)—Meets NO, emissions level set by South Coast and Bay Area Quality Management Districts. The design of all Model 349J units is A.G.A. design certified for natural gas. The 349J is GAMA (Gas Appliance Manufacturers Association) efficiency rating certified. Form No. PDS 349J.40.2P AIR DELIVERY—CFM (With Filter) Furnace Size Blower Motor HP Speed 0.1 0.2 External Static 0.3 0.4 Pressure (In. wc) 0.5 0.6 1 0.7 0.8 036040 1/3 High 1460 1410 1340 1290 1220 1150 1070 980 Medium 1090 1070 1055 1025 990 950 895 815 Low 800 790 780 765 740 710 670 610 036060 1/3 High 1460 1420 1360 1310 1260 1195 1125 1040 Medium 1100 1090 1060 1025 1000 960 900 1 840 Low 795 790 1 775 760 740 1 710 670 1 620 048080 1/3 High 1910 1850 1800 1740 1655 1580 1480 1375 Medium 1385 1405 1400 1380 1340 1280 1205 1130 Low 1070 1095 1095 1090 1075 1040 990 925 060100 1/2 High 2270 2220 2150 2080 2010 1935 1855 1750 Medium 1880 1860 1830 1795 1750 1690 1610 1530 Low 1540 1530 1515 1490 1455 1405 1360 1310 aloMEETS DOE RESIDENTIAL Cp EFFICIENCY E C 'G NA71NG ��" 1f CONSERVATION SERVICES ailFEO o cps PROGRAM STANDARDS. r sills Cfgfill" TYPICAL APPLICATION (Flue pipe connection not shown) Before purchasing this appliance, read important energy cost and efficiency Information available from your retailer. GF -4c CLEARANCES (In Inches) Top 8 Bottom 0 Backs (with drafthood on front) 8 Plenum—Supply 1 Vent Connector—Single-Wall Type -13 Double -Wall 6 1 Front—Combustion-Air 6 Service 30 *18 Inches with drafthood on back. Li DIMENSIONS (In Inches) A85005 FURNACE SIZE A B C D E F G H J K • Shipping Weight 036040 54 13-1/2 23-1/8 11-5/8 16 3 2 8-7/8 21-1/4 20-314 155 036060 54 13-1/2 23.1/8 11-5/8 16 4 3 8.718 21-114 20-314 165 048080 54 17 23-1/8 15-1/8 16 4 4 8-7/8 21-114 20.114 190 060100 56 20.1/2 23.1/8 18-5/8 17-114 5 5 9-1/2 23-1/4 20-114 230 SPECIFICATIONS SIZE 1 RATINGS • PERFORMANCE 036040 1 036060 0480801 [ 060100 Input Btuh* 40,000 60,000 W80;000r ` `"` 100,000 Capacity Btuht Indoor Intermittent Ignition) ICS 32,000 31,000 48,000 47,000 x"••64;000 63,000 81,000 79,000 AFUE— Indoor (Intermittent Ignition) ICS 76.0 75.8 76.0 75.8 76.0 75.8 76.0 75.8 California Seasonal Efficiencies (CSE) 72.1 1 72.1 1�72.5111V-v "' 72.3 Certified Temperature Rise Range OF 35-65 40-70 40-70 40-70 Certified External Static Pressure 0.50 0.50 0.50 0.50 Airflow Cfm Heating Cooling 735 1220 710 1260 800 1655 790 2010 ELECTRICAL Unit Volts—Hertz—Phase 115-60-1 Minimum Wire Size 14 Maximum Fuse Size 15 Transformer (24-V) 40VA 40VA 40VA 40VA External Control Heat!TL Power Available Cooling 24VA 40VA 24VA 40VA 24VA 40VA 24VA 40VA A/C Blower Relay COMMON CONTROLS Standard Standard Standard Standard Limit Control SPST Vent Safety Shut -Off System Switch Temperature Actuated N. C. Manual Reset Burners (Cross -Port) 2 3 1 4 1 5 Gas Connection Size GAS CONTROL—IID 1/2 -Inch NPT Gas Valve (Redundant) Honeywell VR8204A2027 Max Inlet Press. 1 13.6 inches we Pilot Safety Non -100% Shutoff BLOWERDATA Honeywell Q345A1073 Direct -Drive Motor (HP—Type) 1/3—PSC 1/3—PSC 1/3—PSC 112—PSC Motor Full Load Amps 7.9 7.9 7.9 8.9 RPM (Nominal)—Speeds 1075-3 1075-3 1075-3 1075-3 Blower Wheel Diameter x Width DEALER -INSTALLED OPTIONS 10 x 6 10 x 6 10 x 8 12 x 9 Filter Rack With Filter B4371502 84371502 B4371502 B4371502 *Gas Inputs shown are for elevations up to 2000 ft. For elevations above 2000 ft, Input should be reduced at the rate of 4% for each 1000 ft above sea level. tCapacity for natural gas using Indoor and outdoor combustion air in accordance with U.S. Government DOE test procedures with ICS AFUE. GF -4b JULY GAS WATERHEATERS --------------Brand-Nam STATE 520-TURB------------------- -Page-113 -27,-1989------ ------------------ :F:Volume :First :T:Dimensions Mob.:In- :Rated :Recovery:Standby:Auxiliary Elec.:In :Out: R ADEC :Energy: M 0 D E L :u:(gais) :Hour :e: (inches) :Home:stant:Input :or :Loss :Power (Watts) :H/T:H/T: 1 (BTU) :Factor: N U M B E R :e: :Rating :s:----------: :(BTUH):Thermal :(%/Hr) :--------------- : : 6 or :l: :(gals) :t: Hit Wid: :Eff. :Recov'y:Standby: Pilot . . AM :(BTUH) -----------------------------------------------7------------------------------------------------------------------------------------ Type: Small Storage TV-20-NKRT*-** G 20.0 44.0 T N N 28000 76.0 5.65 N N N. 80620 0.59 TV-20-PKRT*-** L 20.0 44.0 T N N 28000 76.0 5.65 N N N 80620 0.59 TV-30-NKRS*-** G 29.1 53.0 T N N 30000 76.0 4.50 N N N 84119 0.57 TV-30-NKRT•-** G. 28.5 56.0 T N N 33500 76.0 4.40 N N N 83420 0.57 TV-30-NKRT*-2** G 28.4 56.0 T N N 33500 76.0 4.20 N N Y 82414 0.58 TV-30-PKRS*-•* L 29.1 53.0 T N N 30000 76.0 4.50 N N N 84119 0.57 TV-30-PKRT*-** L 28.5 56.0 T N N 33500 76.0 4.40 N N N 83420 0.57 TV-30-PKRT*-2** L 28.4 56.0 T N N 33500 76.0 4.20 N N Y 82414 0.58 TV-40-NKRS*-** G 38.0 64.0 T N N 35000 76.0 3.80 N N N 86627 0.55 TV-40-NKRS*-2** G 38.0 64.0 T N N 35000 76.0 3.80 N N Y 86627 0.55 TV-40-NKRT*-** G 37.7 65.0 T N N 35500 76.0 3.90 N N N 87088 0.55• TV-40-NKRT*-2** G 37.7 65.0 T N N 35500 76.0 3.70 N N Y 85844 0.56 TV-40-PKRS*-** L 38.0 64.0 T N N 35000 76.0 3.80- N N N 86869 0.55 TV-40-PKRS*-2** L 38.0 64.0 T N N 35000 76.0 3.80 N N Y 86869 0.55 TV-40-PKRT•-** L 37.7 65.0 T N N 35500 76.0 3.90 N N N 87088 0.55 TV-40-PKRT•-2** L 37.7 65.0 T N N 35500 76.0 3.70 N N Y 85844 0.56 TV-50-NKRT•-•* CG 47-5 ==720 T� N -"-N_"-36000'76-0-- -350- N N N 90291 0.53 TV-50-NKRT•-2** G 47.5 72.0 T N N *36000 76:0 3.40 N N Y 89506 0.53 TV-50-PKRT*-** L 47.5 72.0 T N N 36000 76.0 3.50 N N N 90291 0.53 TV-50-PKRT*-2** L 47.5 72.0 T N N 36000 76.0 3.40 N N Y 89506 0.53 Type: Large Storage TV-75-NKRT*-*• G 71.3 127.4 C N N 75100 76.0 3.23 0 0 N N TV-75-PKRT•-** L 71.3 127.4 C N N 75100 76.0 3.23 0 O N N Type: Small Oil Storage TV-40-OKRS*-** 0 38.4 113.8 T N N 90000 75.0 3.04 N N N 89700 0.53 f ENERGY CALCULATION SERVICES 1907 MANGROVE SUITE 0 CHICO. CALIFORNIA 95926 (916) 894.8466 BUILDING DEPARTMENT REQUIREMENTS FOR ENERGY DOCUMENTATION SUBMITTAL RE: Additional information required The building departments require that the following items be submitted or completed prior to accepting energy calculations 1. A11 signature blocks must be filled out and signed by the appropriate parties. These areas are located on the CF -1 form. 2. Air conditioning and water heating specifications found on manufacturers product information must be entered on the CF -1 form. Copies of manufacturers literature must also be submitted. 3. Ensure that minimum efficiencies for air conditioning and water heating equipment are met or exceeded. These efficiencies are located on the CF -1 form. 4. Shading coefficients and U -Values for windows should be substantiated with manufacturers literature. This is not normally necessary as 'worst case' scenarios are normally modeled. Energy Calculation Services is not responsible for the above items if the information is not provided prior to completion of the calculations. Sincerely, Marty Runnells ' ,Design Heat Transmission Coefficients Table 3A Thermal Properties of Typical Building and Insulating Materials -Design Values' 23.9 Description Density Conduc- Conduc- Resistancee(R) Specific lb/F(3 livilyb lance Heat, ,1 (C) Per inch For thick- Biu/lb- Btu-in./ Btu/h- thickness ness listed deg F h-fti-F ft2-F heft=- h -ft F/Riu F/Btu ROOFING^ Asbestos -cement shingles ....................... 120 - 4.76 6.50 - - 0.21 0.15 0.24 0.36 Asphalt roll roofing ........................... 70 70 - - 2.27 -. 0.44 0.30 Asphalt shingles .................'............. Built-up roofing 0.375 in. 70 - 3.00 - 0.33 0.35 - ....................... Slate 0.5 in. - - 20.00 - 0.05 0.30 ................. Wood shingles, Iain and lactic film faced.. - - 1.06 - 0.94 0.31 SIDING MATERIALS (on flat surface) Shingles Asbestos -cement ............................ 120 - 4.75 - 0.21 Wood, 16 in., 7.5 exposure ..................... - - 1.15 - 0.87 0.31 Wood, double, 16 -in., 12 -in. exposure............ - - 0.84 - 1.19 0.28 Wood, plus insul. backer board, 0.3125 in......... - - 0.71 - 1.40 0.31 Siding Asbestos -cement, 0.25 in.; lapped .............. - - 4.76 - 0.21 0.24 Asphalt roll siding. ... .... ............. - - 6.50 - 0.13 0.35 Asphalt insulating siding (0.5 in. bed.)............ - - 0.69 - 1.46 0.35 Hardboard siding, 0.4375 in .................... 40 1.49 - 0.67 0.28 Wood, drop, I - gin ......................... - - 1.27 - 0.79 0.28 Wood, bevel, 0.5 - 8 in., lapped ................ - - 1.23 - 0.81 0.28 Wood, bevel, 0.75 - 10 in., lapped .............. - - 0.95 - 1.05 0.28 Wood, plywood, 0.375 in., lapped ............... - - 1.59 - 0.59 0.29 Aluminum or Steel'", over sheathing Hollow -backed . .. - - 1.61 - 0.61 0.29 Insulating -board backed nominal 0.375 in. - - 0.55 - 1.82 0.32 . ......... ...... Insulating -board backed nominal 0.375 in., foil backed ....................... 0.34 2.96 Architectural glass . - - 10.00 - 0.10 0.20 WOODS'(1201a Moisture Content)°•o Hardwoods 0.39 Oak ...................................... 41.2-46.8 1.12-1.25 - 0.89-0.80 - Birch ..................................... 42.6-45.4 1.16-1.22 - 0.87-0.82 - Maple .................................... 39.844.0 1.09-1.19 - 0.94-0.88 - Ash ....................................... 38.441.9 1.06-1.14 - 0.94-0.88 - 0.39 Softwoods Southern Pine .............................. 35.6-41.2 1.00-1.12 - 1.00-0.89 - Douglas Fir -Larch ........................... 33.5-36.3 0.95-1.01 - 1.06-0.99 - Southern Cypress ........................... 31.4-32.1 0.90-0.92 - 1.11-1.09 - Hem -Fir S nice -Pine -Fir ..................... 24.5-31.40.741.90 - L35-1,11 - est oast oo s, Ce ars .................... 21.7-31.4 0.68-0.90 - 1.48-1.11 - California Redwood ......................... 24.5-28.0 0.74-0.82 - 1.33-1.22 Notes far Table 3A a Except where otherwise noted, all values are for a mean temperature of 75 F. Representative values for dry materials, selected by ASHRAE TC 4.4, are intended as design (not specification) values for materials in normal use. Insulation materials in actual service may have thermal values that vary from design values depending on their in-situ properties (e.g.. density and moisture content). For properties of a particular product, use the value supplied by the manufacturer or by unbiased tests. bTo obtain thermal conductivities in But/h- ft2 -F, divide the A value by 12 in./ft. e Resistance values are the reciprocals of C before rounding off C to two decimal places. 4Does not include paper backing and facing, if any. Where insulation forms a boundary (reflective or otherwise) of an air space, sec Tables 2A and 2B for the insulating value of an air space with the appropriate effective emittance and temperature conditions of the space. eConductivity varies with fiber diameter. (See Chapter 20, Thermal Conductivity section.) insulation is produced in different densities, therefore, there is a wide variation in thickness for the same R -value among manufacturers. No effort should be made to relate any specific R -value to any specific density or thickness. f Values are for aged, unfaced, board stock. For change in conductivity with age of expanded ufethane, see Chapter 20, Factors Affecting Thermal Conductivity. tt Insulating values of acoustical tile vary, depending on density of the board and on type, size and depth of perforations. h ASTM C 855-77 recognizes the specification of roof insulation on the basis of the C -values shown. Roof insulation is made in thickness to meet these values. (Face brick and common brick do not always have these specific densities. When density differs from that shown, there will be a change in thermal conductivity. )At 45 F mean temperature. Data on rectangular core concrete blocks differ from the above data on oval core blocks, due to core configuration, different mean temperatures, and possibly differences in unit weights. Weight data on the oval core blocks tested are not available. It Weights of units approximately 7.625 in. high and 15.75 in. long. These weights are given as -a means of describing the blocks tested, but conductance values are all for I ft2 of area. l Vermiculite, perlite, or mineral wool insulation. Where insulation is used, vapor barriers or other precautions must be considered to keep insulation dry. ""Values for metal siding applied over flat surfaces vary widely, depending on amount of ventilation of air space beneath the siding; whether air space is reflective or nonrellective; and on thickness, type, and application of insulating backing -board used. Values given are averages for use as -design guides, and were obtained from several guarded hotbox tests (ASTM C236) or calibrated hotbox (ASTM C 976) on hollow -backed types and types made using backing -boards of wood fiber, foamed plastic, and glass fiber. Departures of±50%i or more from the values given may occur. nTime-aged values for board stock with gas -barrier quality (0.001 in. thickness or greater) aluminum foil facers on tow major surfaces. °See Ref. 5. pSee Ref. 6, 7, 8 and 9. The conductivity values listed are for heat transfer across the grain. The thermal conductivity of wood varies linearly with the density and the density rarities listed are those normaliv found for the wood species given. if the density of the wood species is not known, use the mean conductivity value. Materials References B`9 Material Adobe Concrete common Table 2-8: Properties of Common Mass Materials "lightweight" Volumetric 17 Density Heat Capacity Conductivity (lb/cuft) (Btu/cuft-F) (Btu/hr-ft-F) 120 24 0.33 140 28 0:98 120 24 0.61 100 20 0.41 "lightweight" 85 17 0.36 Gypsum, sheetrock 50 13 0.09 Masonry(1) 105 21 0.59 Solid Wood softwoods: fir, pine 32 11 .0.07 hardwoods: oak, maple 45 14 0.09 Stucco 105 21 0.47 Tile in mortar 120 24 0.67 Water 62 62 100(2) CVC Soil Floor 27 0.60 1. Masonry refers to brick, stone; concrete masonry, clay tile, etc. 2. Water conductivity assumes that water is free to convect within the mass storage container. ter c-rpvuo2 s',-av►�c - n,;,�..�.,.,� 3-20-ga , ':::�v (y (;4,eAcr- C•CC L-4jnl6 Pc &its r s r eA, r A LLS �- 3- 11 .(Z. cask 0 1C. 4'--1-9 z - 5 61l tZAG E TAX 4 - Il T4•tii J . ts� LOG Ll Pr; 1sT, r(,ag� / ZUv-& ST � %.00 fL LOG C "mc t SAM LI FT GA16LU X, 11-28-1 l�jOv-�-51;114-91B', P , E , M BOLI, Larry & Sheri 2484 Honey Run Rd, Chico (new sf) .al4z.- '7_, �fitiY C, R-(44 OSE L,1 Al • C7✓� \s rJ 6' t,M, mirk LL P-14 Cal ^J L4J JOB FINA 'T kq'i%_ a '—" ..: ,+�.. :.`�` rry 'N•vc h.... .xr c_..Tak yae^.X ,.c ..r..a.a�J.=: Signature J=OK O = Not OK Not = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements 2. Soils: Special MH Support Sketch . 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas: Location -Test -Wrap: / /-L-ft. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except a's 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except ft's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks: Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding, Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.: Steps -Doors -Landings Date Card B-1 Date Card 6-1 Date Card B-1 Date Card E-1 Date POOLS (Plans) OK except ft's 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.: Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.:Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.: Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg _ Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card 6-1 J=OK O = Not OK - = Not Applicable Not Ready RESIDENTIAL (S = Date UN FLOOR (Plans) OK except a's te Hing-Setbacks-Easem is -Flood -Slope tg.. Main; Soils-Elec. jrnd LJ" Ftg. Depth Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth �lg_ Porches & Decks; Soils -Steel-/ /Ftg. Depth Stemwalls, Main; Steel-Blockouts-Wrapped Stemwalls, Garage; Steel-Blockouts-Wrapped 6a Hold Downs and pecial Anchor 7. Slab; Steel -Wrapped iers-Fireplace Ftg.-Steel D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test V( Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 1 Pienums & Ducts: Clearance -Material -Support -Ins. j 1'4. Gird rs-Sifts-AncAnr-9olts-J sts Vents�Cripples 1t Acc@ss & ventilation Insulation J Date 3 /0' -Z Card 8-1 rV%� &-, Date 4jj Card B-1 Date U:dk &Card B-1 Ge;T Date 01Z,Card B-1 Date PLUMBING (Permit) OK except P's 16. Water Htr.: Vent -Access -Combustion Air-Baffle --------------------------------------------------------- 17. ----------17. Water Pipe: Test & Anchor -Nail Protection --------------------------------------------------- ----------- 18. D.W.V.: Test -Fittings & Anchor -Nail Protection ----- --------------------------------------------- 19. Shower Pan: Test. First Floor -Tub Access -- --------------------------------------------=------------- 20. Test Tub & Shower. Second Floor -Tub Access ----------------------------------------------------------- -------- 21. Gas Pipe: Size & Anchors ---------- ------------------------------------------------------------------ Date ------------------------------------------------------------------------- Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except P's 22. Fixture & Transformer Clearance -Ins. Protection ----------------------------------------------------- ------------------------------------------------------- ---------------------- 23. 23. Elec. Receptacles Spacing -Lights & Switches at Doors --------------------------••-------------------------------- ------ ------------ 24. Size Boxes & No. of Conductors -Stapled ---• --------- -------------------- ------------------------ ---- -----7------------ 25. Romex Installed Close to Edge of Studs& C.J. --------------- ------------------ 26. --------------------------------------------------- Equip. Ground made up wrMech. Fasiners-Bond Gas & Water ------------------ -------------------------------- 27. •----------------------------------- 2 Appliance Circuts in Kitchen & Conductor SizerGFI -------------- _--------- ------- ------- ----------- --- -------- ------------------- 22. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size ga. Cu or Al ---- ---------- ---------------- ----- ---------------- 29. ---------------------------- Range Circ r r ga. Cu or•AI-Oven Circ. r r ga. Cu or Al. - _ Insulated Neutral ❑ Yes ❑ No --------------------------------------------- 30' Service -Riser Conductors & Ground -Main Disconnect ------------------------------ ---------------------------------------------------- 31. Equip. Clearances Panels-Motors-Mech. Equip. - •----------------------------•-----•-------------------------------------- 32. Clothes Closet Light -Shower Light -Spa Light 33. ----------------------------------------------------------------------------------- Smoke Detector ------------------------------•------------ ------------------------------------- Date Card B-1 Date Card B-1 --------------------- -----------_..---------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except P's 34. A.C. Ducts insulation & Support ------------------------------..-------------- 35. Vent Fan Exhaust above insulation ------------- ----------- ------------------------------------------------------- 36. ----------------------------------------- ------•--- 36. Condensate Drain & Overflow: Size & Grade ----- - - - - - - - - ------------......... ._. ... __. 37. Furnance-Vent: Access -Comb. Air -Return -Air Vent -115 outlet - --... - ------------------------------- ---------------- -------------- 38 Attic Access & Platform it Furnance in Attic ------------------------------------------- - -----_._ .................. Date Card B-1 Date Card B-1 Date Card B -t Date Card 8-1 Date FRAMING (Plans) OK except ; s 39 S Is. Proper Material & Anchors ----- --- _... ._. __...._...._.._.. .. .;4 40 _Walls Studs- Nailing. Spacing & Bracing-Pla(es-Sound a I ­ Bearng Walls over Girders & Floor Nailing 42 Draft Stop n Walls (rat proof) 43 Fire Stops. Furred Ceilings -Stairs -Chases -Tub - - -- ----------- .. .. ---- 44 Headers & Beam -Size & Bearing ingle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors ------------------ ------------------- --- _ 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance ---------------------- -- ----- 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles --------------------------- ------------- --- 49. -Bdrm.-Windows or Exiting Doors -Sill H9 t. & Dimensions --------------------- ---- - _ _ 50. Garage Fire Protection Framing 51 Property Line Firewall & Openings _____________ 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits ------53.-Stairs:--Width-Headroom-Rise-Run-Landing-Fire Protection ---------------- - 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers ----------------- ----- _ 55. Siding -Nailing Veneer_____ ------------- 56. -Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access ----- --- -------- 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls: Nailing -Bolts _ 59. Insulation -Walls -Ceilings --------- -- 60. Infiltration -Walls -Windows ----------- -------------------------- ----------Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except It's 61. Ext. Steps -Door & Sidelight Protection -Landings ------------------------------ 62. Smoke Detector ------- ------ ----------------- ---------- 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection 64. Bedroom Exiting ____ 65. G.F.I & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel: Breaker Sizes & Labels ------ ----------------- 67. Stairs & Rails _ 68. Fireplace or Stove: Clearances -Hearth - - L ------------------ 69. Elec. Outlets at Wood Panel: Int. & Ext. ------------------ 70. .---- -----------70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance ------------------------------ - 71. Elec. Outlets & Receptacles at Kit. Counter - ------------------------------------ 72. Garage Fire Door: Swing -Landing -Closer -- ------------------------------------ 73. A.C. Duct in Garage -Damper ----- ------------------------------------------ - 74. Wir. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. . In Garage: Above Floor -Meth. Protection --.....--------------------------------------- 75. Plb.. Elec. & Mech. Equip. Listed for Location ------------------- ------- --------- --- 76. Elec. Receptacles in Garage: (G.F.I.) -Romex Protection ------------------------------------------------ 7 . Insulat on -Foam -Looked in Attic ❑ Yes -------------------------------- - -------- -------------- 78. ----------- -----------------------78. Guard Rails & Deck Construction -Post Caps --------------------------------- 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 60. Following instld.: Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No ...-------------------------------------------- - 81. Stucco: Brown -Finish d2. A.C. Unit: Disconnect. Electrical. Plumbing _ 83. Vents Above Root: Plbg -Appliance-Fireplace.-Clearance to Openings - ---------- --------------------- 84. Water Well: Disconnect, Electrical. Plumbing - -------------------------------------------- - 85. Exterior Elec. Trim: G.F.I. Receptacle -Underground ...... .... - --- -- ------ ----------------------- 86. Ventilation Throughout House .. -- ------------------------------------------------ 67. Glass Protection ------------------------------------------- ------ 88. Corrections from Previous Inspections - - --. --- --- --- ------------------ -------------------------------- 89. Gas Test -Meters Tagged: Gas -Electric _...----------------------------------------------------- 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates ------------ ----------------------- Date Card B-1 Date Card B-1 - -------------------------------------- Date Card B -t Date Card B-1 ., _ ------------------------ - Date..'._.' C+rd B.t _'Date.. Card B-1 Comments at Final: lZ Lur*n to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT - # C FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code rpaquires this acknowledgement be recorded priorto issuance of a building permit. `L'he property described herein is adjacent 92-005646 1 Rec Fee 8.00 to land or included within an area zoned I Check 8.00 for t. lgr.i.cul.t..ur.al. purposes, and residents Recorded of this property may be subject to incon- Official Records ven:i.ences or d i.scomfort arising from the County of use or agr:f cult.:ural chemicals, 'including, Butte but not I.i.m-i_Led to herbicides, pesticides, Candace J. Grubbs and ferL:i l.ir_ers; and from the pursuit Recorder of agr.iCLl.1tural. operations including, 8:01am 11 -Feb -92 I PUBL FM 2 but not. lim:i.tcd to cultivation, plowing, - - spraying, prl.lning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has establ.ishcd ragr i c.ua - Lur.al zones which have as a priority use for productive agricultural. purposes, and r.es.i.dow.s wi.th:in said zones and on adjacent property should be prepared to accept suc11 inconvenience. or discomfort from normal, necessary farm operations. All that r.e:.al property situate in the Countyoil Butte, State of California, desc•ri.bod as Follows: CL pP A* I1-- 04- is- — \ k (.0 Le,e--e- a) Date: C1 -1-9a State of (/1 14 SS. County of PROPERTY OWNERS �Ar l�l�vl f'Nvv-,,1�01 k, On this the day of .194? P before me, the undersigned Notary Public, persona—y appeared r!m /ao% •�-- Sl+ e /�' ?r i r-� by /� Personally known to me. Q Proved to me on the ha5.i5 of satisfactory ev:ideii(.;c. to be the person(s) whose name(s) _ subscribed to the within instrument and acknowledged that T executed the same .for the purposes therein contained. 1*N wi-T CSS WHEREOF, I hereunto set my hand and official seal. Present A. P. No. ggtA — �7.ih llo OFFICIAL SEA"3 Notary Publ-ic LYNN M. NEWTON NOTARY PUBLIC - CALIFORNIA BUTTE COUNTY My Comm Expkes Ap 114. 1992 f Record at Request of: 9 0- 380487 Commonwealth Me & Escrow Co. N Order No. Esc o: C-52295 V.IP N .'011-28-0-077 APIV Ott-dB-V-�Ib WHEN RECORDED MAIL TO: Lawrence V. Trinboli Sheri Lyn Trimboli 6323 Costello Avenue Van Nuys, CA 91401 MAIL TAX STATEMENTS TO: SAME AS ABOVE zG 90-038048 I R e c Fee 7. 0\ I DOC 192.50 Recorded Check 199.50 Official Records County of Butte Candace J. Grubbs Recorder 8:OOam 5 -Sep -90 : CD PACE ABOVE THIS LINE FOR RECORDER'S USE QJCUMENTARY TRANSFER TAX $.......................................... ...... Computed on the consideration or value of property conveyed; OR ...... Computed on the consideration or value less liens or encumbrances sale. omeA .. . & L9Qi'Ofnl aQP'IPANY Slaa t�uc4 of Oklaraoor Aae t detirminlno tax — Firm Name GRANT DEED 4 r; • T' FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, JON F. MOREHEAD & IOIS R. M:)REHEAD, husband and wife hereby GRANT(S) to LAWRENCE V. TRIMBOLI & SHERI LYN TRIMBOLI, husband and wife as Joint' -'Tenants the real property in the City of TRANSFER AV PAID County of Butte State of California, described as Parcel 2 as shown on that certain map which was filed for record in the Office of the Recorder of the County of Butte, State of California on February 28, 1990 in Book 116 of Maps, at pages 91, 92, and 93. RESERVING THEREFROM, a nonexclusive easement for road and public utilities described as follows: See Exhibit A attached hereto and made a part hereof. n. el - 17 Z) END OF DOCUMENT F14 E : // - 2 g - //G TO: LARRY TRIMBOLI 1230 ESPLANADE CHICO, CALIFORNIA 95926 REF: LOG RESIDENCE APRIL 2 1992 ROGER D. NADAULD P.E. 4902 S HUNTINGTON ROAD SALT LAKE CITY, UTAH 84118 LARRY- WAYNE MENTIONED SOME ITEMS IN QUESTION BY THE BUILDING INSPECTION DEPARTMENT. THE ITEMS EXPLAINED TO ME SHOULD HAVE BEEN RESOLVED SOME TIME AGO IN A LETTER WRITTEN BY WAYNE. EVIDENTLY THIS NEEDS TO BE STAMPED BY MYSELF. THE FOLLOWING LIST IS A COMPILATION OF THE PROBLEMS AND ANSWERS AS I UNDERSTAND THEM. 1. Sheet 60 A of the calculations indi ate an anchor bolt spacing of 5/8" Dia @ 24" or 7/8 Dia @ 16". r/;g ANS When the Simpson Anchor strap was added the sheet should have been changed to read 5/8" Dia @ 24" everywhere wit a s at the garage. Also reduce plate to 2 x 6" instead of rx plate. 2. Drawings indicate triple Rim joist. ANS: This wa ange January Double Rim Joist is acceptable. 00L;6&' R/tiI OX - 3. There is a question as to whether the great room column base detail is acceptable ANS: A Simp on CB88 8x8 umn base was used. This detail is acceptable. CB$g 4: A steel column was used to pick up the end of the great room beam, it is requested that a wood column be substituted. ANS: 4-2x6 nailed together will give ad a capacity as column, however care must be taken with c earance to insert. Code requirements should be followed. JfESS/1 4 �lF 0. N40 ;q. o Cz C 0p4�0�440 y EXP -5-: j y�C c i�.5" `t oa 1vix �Q i SincerelW-'Z ROGER D. NADAULD P.E. BUTTE COUNTY BUILDINGDEPARTMENT APPROVED IF L U EHOHEEfflHa 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 Mr. James F. Glander County of Butte Building Department 7 County Center Drive Oroville, CA 95965 Subject: Complete & Energy Plan Check Project: Larry & Sherri Trumboli Log House 2484 Honey Run Rd., Chico (916) 872-0254 FAX (916) 872-9331 September 12, 1991 r�. Permit.# 3114-91 The submitted Plans, Structural and Energy Calc's were reviewed and the required additional information and revisions noted in red. References to Notes on Plans are listed on the -attached Work Sheet. Resubmittal of Plans, Structural and Energy Calc's is required. Please return the marked -up sets of Plans, Structural and Energy Calc's with resubmittal. Enclosed: 1 set of Construction Plans 1 set of Structural Calc's 1 set of Energy Calc's Miscellaneous Statement Sincerely yours, Frank L. Tyukos BASE CASE Submittal CERTIFICATE OF C:OMPLIANCE:. RESIDENTIAL Page 1 CF -1P. Project Title.......... The Trumboli ResiODate........ 09/02/91 Project Address........ a44 L4 y h Chico, CA Documentation Author... Marty Runnells Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS3 v3.11 File-TRUMBOLB Wth-CTZ11 Program -FORM CF -1P, User#-MP1333 User -Energy Calculation Svcs. Run -5580 S.F. Res. -Base Case GENERAL INFORMATION Conditioned Floor Area..... 5580 sf Building Type .............. Single Family Detached Building Front Orientation. Front Facing 295 deg (NW) Number of Dwellinq Units... 1 umber ofStores.. Floor Cions ruc ion �yPe:::: raised Floor (Package E) Infiltration C:ontrol....... Standard BUILDING SHELL INSULATION Component Insul Type R -value Wall P..-0 Wall R-19 Door R-0 Roof R-22 Floor R-19 F1oorErt R-19 Floor R-0 Location/Comments FRONT, LEFT, BACK, RIGHT SEPERATION WALL, OPEN SEPERATION AREA FRONT, RIGHT FRONT, TO GARAGE, BACK, RIGHT SEPERATION DOOR. VAULT, TO DECK, VAULT/DORMERS RAISED FLOOR FLOOR EXT. SEPERATION FLOOR GLAZING Glazing Area # of Interior Exterior Framing Orientation (sf) Panes Shading Shading Overhang Type Window Front (W) 40.5 .2 drapes 50% BUG SCREEN None Metal Window Front (NW) 192.5 2 drapes 50% BUG SCREEN None Metal Window Front (NW) 106.0 2 drapes None Yes Metal Door Front (NW) 22.0 2 drapes None Yes None Window Front (NW) 4O.0 2 drapes 50% BUG SCREEN Yes Metal Window Left (NE) 4O.0 2 drapes 50 BUG SCREEN None Metal Window Left (NE) 40.0 2 drapes 50% BUG SCREEN Yes Metal Window Back (SE) 116.5 2 drapes 50% BUG SCREEN None Metal Door Back (SE) 66.0 2 drapes None Yes None Window Back (SE) 34.5 2 drapes None None Metal Door Back (SE) 22.0 2 drapes None None None Window Back (SE) 64.0 2 drapes 50% BUG SCREEN Yes Metal Window Right (S) 40.5 2 drapes 50% BUG SCREEN None Metal Window Right (SW) 104.5 2 drapes 50 BUG SCREEN None Metal Window Right (SW) 16.0 2 drapes 50% BUG SCREEN Yes Metal CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -IR Project Title.......... The Trumboli Residence Date........ 09/02/91 MICROPAS3,v3.11 File-TRUMBOLB Wth-C:TZ11 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -5580 S.F. Res. -Base Case Assumed System Gas AirC:ond Gas AirC:ond ASSUMED HVAC: SYSTEMS Assumed Duct Efficiency Locat i.on 0.720 SE 8.90 SEER 0.720 SE 8. 90 SEER Attic Attic Crawl space Crawl space ACTUAL HVAC SYSTEMS Duct R -value R-2. 1 R-2.1 R-2.1 R-2.1 Actual Output Manufacturer and Model # Actual System Efficiency (Btuh) (or approved equal) Heat i ng �2, S o 16,Dbo �FAyt.4 E. - S 4 9r -0 48 049 <� Cooling 5—� O 5DA-06li-Ar Cool ing Coil 5a 10 4,TbS C, CEC Maximum output for Gas Central Furnaces: 184243 Btuh GLAZING Glazing Area # of Interior Exterior Framing Orientation (sf) Panes Shading Shading Overhang Type Door Right (SW) 12.0 2 drapes None Yes None THERMAL MASS Area Thickness Hard Surfaced/ Type (sf) (in) Exposed Location/Comments InteriorVert 26 1.0 Yes TUB/SHOWER. ENCLOSURES InteriorVert 144 1.0 Yes TUB/SHOWER ENCLOSURES InteriorHorz 414 1.0 Yes BATH/PANTRY/KITCHEN InteriorHorz 233 1.0 Yes BATHROOMS / UTILITY InteriorHorz 161 4.0 Yes STONE HEARTH InteriorHorz 126 4.0 Yes STONE HEARTH IntHorz2Side 2310 4.8 Yes EXT. PINE LOG MASS WALLS IntHorz2Side 1640 4.8 Yes EXT. PINE LOG MASS WALLS IntHorz28ide 687 4.8 Yes INT. PINE LOG MASS WALLS IntHorz2Side 328 4.8 Yes INT. PINE LOG MASS WALLS Assumed System Gas AirC:ond Gas AirC:ond ASSUMED HVAC: SYSTEMS Assumed Duct Efficiency Locat i.on 0.720 SE 8.90 SEER 0.720 SE 8. 90 SEER Attic Attic Crawl space Crawl space ACTUAL HVAC SYSTEMS Duct R -value R-2. 1 R-2.1 R-2.1 R-2.1 Actual Output Manufacturer and Model # Actual System Efficiency (Btuh) (or approved equal) Heat i ng �2, S o 16,Dbo �FAyt.4 E. - S 4 9r -0 48 049 <� Cooling 5—� O 5DA-06li-Ar Cool ing Coil 5a 10 4,TbS C, CEC Maximum output for Gas Central Furnaces: 184243 Btuh CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -IR Project Title.......... The Trumboli Residence Date........ 09/02/91 MIC:ROPAS3 v3.11 File-TRUMBOLB Wth-CTZil Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -5590 S.F. Res. -Base Case System Type Storage, Gas WATER, HEATING SYSTEMS Tank R-12 or # of Vol Greater Manufacturer and Model # Energy Heat (gal) Blanket (or approved equal) +' Credits 2 50 Yes/X-g0 TY 58 /V ki2"r Nvne SPECIAL FEATURES/REMARKS This building incorporates a Zonally Controlled HVAC: System. Log Walls are Sin. in diameter but are assumed too have an average thickness of 4.75 inches. A 2 inch setting trough allows a consistant 2 inch minimum wall thickness. All features are considered worst case. Any non -default values must be substantiated by manufacturers literature or proper documentation. w MANDATORY MEASURES C:HEC:KLIST: RESIDENTIAL Page i MF -1R 'Project Title.......... The Trumboli Residence Date........ 09/02/91 Project Address........ Documentation Author... Company ................ Telephone .............. Ch i c o, CA Marty Runnells Energy Calculation Svcs. (916) 894-6466 Compliance Method...... MIC:ROPAS3 by Enercomp, Inc. Climate Zone........... 11 Building Permit # Plan Check / Date Field Check/ Date MICROPAS3 v3.11 File-TRUMBOLB Wth-CTZ11 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Svcs. Run -55£10 S.F. Res. -Base Case 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 in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment * 2-5352(a): Minimum ceiling insulation R-19 weighted average. 2-5352(b): Loose fill insulation manufacturers labeled R -Value. * 2-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). 2-5352(k): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 2-5311: Insulation specified or installed meets C:EC quality standards. Indicate type and form. 2-5352(f): Vapor barriers mandatory in Climate Zones 14 and 16. 2-5317: Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. " b. Doors and windows certified. c. Doors and windows weatherstripped; all .joints and penetrations caulked and sealed. 2-5352(e): Special infiltration barrier installed to comply with Sec. 2-5351 meets CEC quality standards. 2-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting, closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1P. Project Title.......... The Trumboli Residence Date........ 09/02/91 MICROPAS3 v3.11 File-TRUMBOLB Wth-CTZ11 Program -FORM MF -1R . User#-MP1333 User -Energy Calculation Svcs. Run -5580 S.F. Res. -Base Case HVAC AND PLUMBING SYSTEM MEASURES 2-5352(g) and 2-5303: Space conditioning equipment sizing: attach calculations. 2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. * 2-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. 2-5316(b): Exhaust systems have damper controls. 2-5314(c): Gas-fired space heating equipment has intermittent ignition devices. 2-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. Design- Enforce- * . • er ment FA 2-5352(i): Water heater insulation blanket (R-12 or greater) for storage and backup tanks for solar water heating systems (first J 5 feet of pipes closest to tank insulated to R-3 or greater). 2-5312(Exception I): Pipe insulation on steam and steam condensate return and recirculating piping. 2-5318(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. LIGHTING AND APPLIANCE MEASURES 2-5352(.j): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. 2-5314(c): Gas fired appliances equipped with intermittent ignition devices. NA Design- Enforce- er ment 2-5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... The Trumboli Residence Date........ 09/02/91 Project Address........ Chico, CA Documentation Author... Marty Runnells Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 Compliance Method...... MIC:ROPAS3 by Enercomp, Inc. Climate Zone........... 11 Building Permit # Plan Check / Date Field Check/ Date MIC:ROPAS3 v3.11 File-TRUMBOLB Wth-CTZ11 Program -FORM C -2P. User#-MP1333 User -Energy Calculation Svcs. Run -5560 S.F. Res. -Base Case Zone Type SLEEPING Sleeping LIVING Living MICROPAS3 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space C:ooling.......... Water Heating.......... Total Standard Desiqn 26.12 15.68 3.66 45.46 Proposed Design 16.31 20.04 5.25 41.60 Compliance Margin 9.81 -4.36 -1.59 3.86 *** Building complies with Computer Performance ** GENERAL INFORMATION Conditioned Floor Area..... 5580 sf Building Type .............. Single Family Detached Building Front Orientation. Front Facing 295 deg (NW) Number.of Dwelling Units... i Number of Building Stories. 2 Weather Data Type.......... F.educedYear Floor Construction Type.... Raised Floor (Package E) Number of Building Zones... 2 Conditioned Volume......... 56486 cf Footprint Area ............. 3385 sf Slab -On -Grade Area......... 0 sf Glazing Percentage......... 17.2 % of FA Average Ceiling Height..... 10.1 ft BUILDING ZONE INFORMATION Floor # of Vent Special Cond- Area Volume Dwell Thermostat Height Vent Area itioned (sf) (cf) Units Type (ft) (sf) Yes 1965 18365 0.00 SleepingStat 8.0 n/a Yes 3615 38121 1.00 Setback 8.0 n/a 99'0 sadeaP LL'O 06 SZ S9"O aaPTTS Ie4aW * Z 9910 sadeaP LL'O 06 SZ S9'O aapTjS Te:tlaW Z 99'0 sadeaP LL'O 06 96Z 99'0 AaPTIS Ie4aW Z 9910 sadeaP LL'O 06 96Z 99'0 -AaPTTS Te4aW Z 9910 sadeaP LL'O 06 96Z 99'0 Paxil Tp4aW Z 99'0 sadeaP LL'O 06 96.Z 99'0 paxt3 Te!,+aW Z SL'o sadeaP LB'O 06 96Z 99'0 PabutH auoN Z 9900 sadeaP LL'O 06 96Z 9900 Paxil Te4aW Z ape4S adAl ATuO +s I9 ape4S sseTO 3S AoTAaquI OS 41Tl 44WZV an Ten adAi 4 -1y -n uad0 O*Oz Mopulm 8T 0.OZ MopuiM LT O.OZ MOPutM VT 010Z Mopulm ET O *BT Mopulm ZT O'tlT MOpulm TT o ' ZZ aooQ OT O'8T MOPutM 6 A33Q Ol ON I d331S adAl saued (Is) awe a3 10 ## ea ad a:)eI .AnS Ix3aoold TE S33Vj. ins ONIZV19 1008 SZ .ioo8 auoN '1X3 80014 saA o 0 6T-8 6b0'O 990T auoN 8001d Q3S I Va saA o 0 6 T -ZtI LEO ' O OZEZ ZZ'Z80H'd008 A33Q Ol saA O 0 ZZ -8 66010 TbL bZ ' ZZtl "J00N 1lnVA saA 6Z SZ ZZ -N VVO.O ZO T bZ ' ZZN ' 4008 1lnVA SaA 6Z STT ZZ -8 bV0 "O LZZ VZ ' ZZd ' 3008 1lnVA SaA 6Z 96Z. Z Z -d H,0 ' O 9i Vit, auoN IH9I8 saA 06 SEZ 6T -N 99010 9Z auoN 1HW a SaA 06 SLT 6T -d S90'0 9Z auoN 1H9I;H SaA 06 90Z 6T-8 990.0 OS auoN lH9I N saA 06 SO Z 0-8 000 *0 COT auoN Nova saA 06 STT 0-8 OEE'O 8T auoN Nova saA 06 STT i �-N oEE .O BT auoN Nova saA 06 STT 0-8 OEE ' o BT auoN Nova saA 06 S T T O -d OSE *0 ST auoN Nova saA 06 Sty T O -a 000 ' 0 9Z auoN :q:]tiS saA 06 STT O -d 00010 EBL auoN 1431 SaA 06 SZ O -d 000,0 LSE auoN 30t NV9 01 ON 06 96Z 0-8 OEE'O 9T auoN 1N08-1 saA 06 96Z 0-8 OEE'O Ob auoN 1N083 saA 06 99Z 6T-8 990'0 9Z auoN 1N08J saA 06 S67_. O-?! 00010 t,06 bZ'ZZN *JOON SZi3WN0U/11ndn saA 67_. SOZ ZZ -8 bb0'O LEV bZ'ZZN lJ008 S83WN0G/1lnVA SaA 6Z ST ZZ -8 t1v0'o 9ZE bZ'ZZ?1'd00N 1lnVA SaA 6Z STT ZZ -'I tabO *O E6L tlz . ZZd ' 300N 11ndn saA 6Z 96Z ZZ -N bb0 ' O OOL auoN 1H9I3 saA o6 SoZ O -d OEE'o LZ auoN 1HOIJ SaA 06 SOZ O -N 00010 66E auoN ;4:--Idk3 SaA o6 STT O -d 00010 E89 auoN 1. 31 SaA 06 SZ 0-d 00010 OSZ auoN 1NMIJ SaA OE, S6Z 0-8 OEE ' o BT auoN 1N08A SaA 06 96Z 0-8 000 ' 0 VSb squawwo:D suteO 4Itl 44wzy len-8 an Ten (JS) a3uaaa;aN E waod /uoi4eDOj AWTOS 4Dd TnsuI -n eaad S3ovianS 3nDddO a:)eI .AnS Ix3aoold TE aOOlA OE 1008 SZ .ioo8 VZ 1008 EZ IOON ZZ ITeM 6T I Tem 8T iTeM LT ITem 9T aooQ S T .AOOQ VT aooQ E T AGOG Z T I lent OT ITeM 6 iTeM L .AOOQ 9 aooQ t, ITeM Z ITeM T ONIAM IOON 6Z 1008 8Z 10% LZ 1008 9Z aooQ TZ IIeM 0Z ITeM TT Tient 8 .140Q CG Item E ON I d331S a:'ejAnS aswo aseq-•sad 'j'S oBSS-und •s:)nS uotgeln:)Teo A6aau3-aasn EEETdW-#aasn Nz-o W210d-we a6o ad T T Z 1:]-4 4M amewnNi-a I t d T T' EA ESdd0�j:D I W T6/ZO/60 ... ..... a4ea aDuaptsad tlogwnal a41 ..........aT4tl 4Dac.oAd NZ -0 Z abed AavwwnS QOH13W N31ndWOO COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The Trumboli Residence Date........ 09/02/91 MIC:ROPAS3 v3.11 File-TRUMBOLB Wth-CTZ11 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -5580 S.F. Res. -Ease Case Surface 27 Window 28 Window 30 Window 31 Window 32 Window 36 Window 37 Door LIVING 1 Window 2 Window 3 Window 4 Window 5 Window 6 Window 7 Window 8 Window 15 Window 16 Window 19 Window 20 Window 21 Door 22 Window 23 Door 24 Door 25 Window 26 Window 29 Door 33 Window 34 Window 35 Window Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght SLEEPING 9 Window 18.0 GLAZING SURFACES 3 5 n/a n/a n/a n/a n/a n/a n/a n/a 10 SC Interior SC Area # of Frame Open U- Act n/a Glass Shade .Gls+ (sf) Panes Type Type value Azmth Tilt Only Type Shade 20.0 2 Metal Slider 0.65 115 90 0.77 drapes 0.66 20.0 2 Metal Slider 0.65 115 90 0.77 drapes 0.66 8.0 2 Metal Slider 0.65 115 90 0.77 drapes 0.66 16.0 2 Metal Slider 0.65 115 90 0.77 drapes 0.66 16.0 2 Metal Slider 0.65 115 90 0.77 drapes 0.66 16.0 2 Metal Slider 0.65 205 90 0.77 drapes 0.66 12.0 2 None Hinged 0.65 205 90 0.87 drapes 0.75 40.5 2 Metal Slider 0.65 265 90 0.77 drapes 0.66 40.5 2 Metal Slider 0.65 295 90 0.77 drapes 0.66 36.0 2 Metal Slider 0.65 295 90 0.77 drapes 0.66 36.0 2 Metal Fixed 0.65 295 90 0.77 drapes 0.66 36.0 2 Metal Slider 0.65 295 90 0.77 drapes 0.66 20.0 2 Metal Fixed 0.65 295 90 0.77 drapes 0.66 40.0 2 Metal Slider 0.65 295 90 0.77 drapes 0.66 40.0 2 Metal Slider 0.65 295 90 0.77 drapes 0.66 20.0 2 Metal Slider 0.65 25 90 0.77 drapes 0.66 20.0 2 Metal Slider 0.65 25 90 0.77 drapes 0.66 30.0 2 Metal Slider 0.65 115 90 0.77 drapes 0.66 30.0 2 Metal Slider 0.65 115 90 0.77 drapes 0.66 22.0 2 None Hinged 0.65 115 90 0.87 drapes 0.75 24.0 2 Metal Fixed 0.65 115 90 0.77 drapes 0.66 22.0 2 None Hinged 0.65 115 90 0.87 drapes 0.75 22.0 2 None Hinged 0.65 115 90 0.87 drapes 0.75 10.5 2 Metal Fixed 0.65 115 90 0.77 drapes 0.66 40.5 2 Metal Slider 0.65 145 90 0.77 drapes 0.66 22.0 2 None Hinged 0.65 115 90 0.87 drapes 0.75 40.5 2 Metal Slider 0.65 175 90 0.77 drapes 0.66 64.0 2 Metal Slider 0.65 205 90 0.77 drapes 0.66 40.5 2 Metal Slider 0.65 235 90 0.77 drapes 0.66 OVERHANGS AND SIDE FINS -_-_-Window- ---Over h an g ---- -Le f t Fin- --P. i g h t Fin - in - Area Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght SLEEPING 9 Window 18.0 6 n/a 3 5 n/a n/a n/a n/a n/a n/a n/a n/a 10 Door 22.0 6 n/a 3 10 n/a n/a n/a n/a n/a n/a n/a n/a it Window 14.0 3 n/a 3 6 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 18.0 6 n/a 3 5 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 20.0 5 4 3 3 .5 .5 .5 1 .5 ..5 1 1 14 Window 20.0 5 4 3 3 .5 .5 .5 1 .5 .5 1 1 17 Window 20.0 5 4 3 2.5 1.5 9 1.5 2 2.5 n/a n/a n/a 18 Window 20.0 5 4 3 2.5 9 1.5 n/a n/a n/a 1.5 2 2.5 27 Window 20.0 5 4 3 3 .5 .5 .5 1 .5 .5 1 .5 28 Window 20.0 5 4 3 3 .5 .5 .5 1 .5 .5 1 .5 COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... The Trumboli Residence Date........ 09/02/91 MICROPAS3 v3.11 File-TRUMBOLB Wth-C:TZ11 Program -FORM C: -2R User#-MP1333 User -Energy Calculation Svcs. Run -5500 S.F. Res. -Base Case OVERHANGS AND SIDE FINS LIVING 4 Window 36.0 6 n/a -Window- ----Overhang n/a -Left Fin -Right Fin - 20.0 8 2.5 Area .5 11 .5 7 Left Rght 22.0 6 4 7 2.5 4 4 4 Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 30 Window 8.0 4 n/a 3 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 32 Window 16.0 4 n/a 3 2 n/a n/a n/a n/a n/a n/a n/a n/a 36 Window 16.0 4 4 3 8.5 .5 13 .5 2 8.5 n/a n/a n/a 37 Door 12.0 6 3 3 3.5 2 .5 n/a n/a n/a .5 2 3.5 LIVING 4 Window 36.0 6 n/a 1.67 2 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 20.0 8 2.5 7 .5 .5 11 .5 7 .5 11 7 .5 21 Door 22.0 6 4 7 2.5 4 4 4 7 2.5 4 7 2.5 24 Door 22.0 6 4 3 2.5 10 2 10 3.5 2.5 n/a n/a n/a 29 Door 22.0 6 4 2 .5 4 4 4 7 .5 4 7 .5 EXTERIOR SHADING Area Shading SC: of Surface (sf) Type Ext Shade SLEEPING 13 Window 20.0 50 BUG SCREEN 0.84 14 Window 20.0 50% BUG SCREEN 0.84 17 Window 20.0 50% BUG SCREEN 0.84 18 Window 20.0 5o BUG SCREEN 0.84 27 Window 20.0 50% BUG SCREEN 0.84 28 Window 20.0 50% BUG SCREEN 0.84 30 Window 8.0 50% BUG SCREEN 0.84 31 Window 16.0 50 BUG SCREEN 0.84 32 Window 16.0 50 BUG SCREEN 0.84 36 Window 16.0 50% BUG SCREEN 0.84 LIVING 1 Window 40.5 50% BUG SCREEN 0.84 2 Window 40.5 50 BUG SCREEN 0.84 3 Window 36.0 50 BUG SCREEN 0.84 5 Window 36.0 50% BUG SCREEN •0.84 7 Window 40.0 50% BUG SCREEN 0.84 8 Window 40.0 50% BUG SCREEN 0.84 15 Window 20.0 50% BUG SCREEN 0.84 16 Window 20.0 50% BUG SCREEN 0.84 19 Window 30.0 50% BUG SCREEN 0.84 20 Window 30.0 50% BUG SCREEN 0.84 26 Window 40.5 50% BUG SCREEN 0.84 33 Window 40.5 50% BUG SCREEN 0.84 34 Window 64.0 50% BUG SCREEN 0.84 35 Window 40.5 50% BUG SCREEN 0.84 COMPUTER METHOD SUMMARY Page 5 C -2R Project Title.......... The Trumboli Residence Date........ 09/02/91 MICROPAS3 v3.11 File-TRUMBOLB Wth-CTZ11 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -5580 S.F. Res. -Base Case Surface Area (sf) SLEEPING/LIVING 1 Floor 1965 2 Wall 640 3 Door 38 4 Wall 20 Mass Type SLEEPING 2 InteriorVert 4 InteriorHorz 6 InteriorHorz 8 IntHorz2Side 10 IntHorz2Side LIVING 1 Inter iorVert 3 InteriorHorz 5 InteriorHorz 7 IntHorz2Side 9 IntHorz2Side INTER -ZONE SURFACES Insul Form 3 U -value R-val Location/Comments Reference . 0.101 R-0 SEPERATION FLOOR 0.293 R-0 SEPERATION WALL 0.330 R-0 SEPERATION DOOR 20.000 R-0 OPEN SEPERATION AREA THERMAL MASS Area Thick Heat Conduct- Surface (sf) (in) Cap ivity P. -value Location/Comments 144 1.0 24.0 0.67 P.-0.0 233 1.0 24.0 0.67 R-0.0 126 4.0 21.0 0.59 R-0.0 1640 4.8 11. 0 0. 07 R-0. 0 328 4.8 11.0 0.07 R-0.0 26 1.0 24.0 0.67 P.-0.0 414 1.0 24.0 0.67 R-0.0 161 4.0 21.0 0.59 R-0.0 2310 4.8 11.0 0.07 R-0.0 687 4.8 11.0 0.07 R-0.0 System Type SLEEPING Gas AirC:ond LIVING Gas AirCond HVAC SYSTEMS Minimum Duct Efficiency Location 0.720 SE Attic 8.90 SEER Attic 0.720 SE C:rawlspace 8.90 SEER Crawlspace WATER HEATING SYSTEMS TUB/SHOWER ENCLOSURES BATHROOMS / UTILITY STONE HEARTH EXT. PINE LOG MASS WALLS INT. PINE LOG MASS:WALLS TUB/SHOWER, ENCLOSURES PATH/PANTRY/KITC:HEN STONE HEARTH EXT. PINE LOG MASS WALLS INT. PINE LOG MASS WALLS Duct Duct R -value Efficiency R-2.1 0.850 R-2. 1 0.830 R-2.1 0.850 R-2.1 0.890 Capa- R-12 or Pilot System # of city Greater Effic- Standby Input Size Type Heat (gal) Blanket iency Loss Rating (Btuh) Credits Storage Gas 2 50 Yes 0.76 RE 4% 43000 Btuh n/a None COMPUTER METHOD SUMMARY Page 6 C -2R Project Title.......... The Trumboli Residence Date........ 09/02/91 MIC:ROPAS3 v3.11 File-TRUMbOLB Wth-C:TZ11 Program -FORM C: -2R User#-MP1333 User -Energy Calculation Svcs. Run -55$0 S.F. Res. -base Case SPECIAL FEATURES/REMARKS This building incorporates a Zonally Controlled HVAC System. Log Walls are Bin. in diameter but are assumed to have an average . thickness of 4.75 inches. A 2 inch setting trough allows a consistant 2 inch minimum wall thickness. All features are considered worst case. Any non -default values must be substantiated by manufacturers literature or proper documentation. CONSTRUCTION ASSEMBLY Page 1 3R Project Title.......... The Trumboli Residence Date........ 09/02/91 MICROPAS3 v3.11 File-TRUMBOLB Wth-CTZ11 Program -FORM 3R User#-MP1333 User -Energy Calculation Svcs. Run -55$0 S.F. Res. -Base Case Reference Name . ROOF.R22.24 Description .... Roof R-22 2x8 24oc Type ........... Roof P. -Value ........ 22 sf-F/Btuh Framing Material ..... FIR.2X8 Spacing ...... 24 inches on center Fraction ..... 0.07 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Name Description 0. FILM.EX Exterior air film: winter value 1. METAL.ROOF Standing Seam'Metal Roof 0.00 2. BLDG.PAPER Building paper (felt) 0.77 3. PLY.0.63 0.625 in plywood 7.41 4c. AIR.RF.0.50 0.5 in•(approx) air space: heat flow up 4f. FIR.2X8 2x8'in fir framing 9.91 5c. BATT.R22.0 R-22 batt insul (cavity > 5.5 in) 6. PINE.1.0 1.00 inch pine wood stripping I. FILM.IN.RF Inside air film: heat flow straight up FRAMING ADJUSTMENT CALCULATION Cavity Total Unadjusted R -Values Cavity, Frame R -Value R -Value 0.17 0.17 0.00 0.00 0.06 0.06 ;. 0.77 0.77 0.73 -- -- 7.41 22.00 0.89 0.89 0.61 0.61 25.23 9.91 Framing Total U -Value: (1 / 25.23 x 0.93) + (1 / 9.91 x 0.07) = 0.044 Btuh/sf-F CONSTRUCTION ASSEMBLY Page 2 3R Project Title.......... The Trumboli Residence Date........ 09/02/91 MIC:ROPAS3 v3.11 File-TRUMBOLB Wth-C:TZ11 Program -FORM 3R User#-MP1333 User -Energy Calculation Svcs. Run -5580 S.F. Res. -Base Case � 2 f Exterior air film: winter value 1. REDWOOD.2.0 2 inch Redw000 ,decking 2. BLDG.PAPER Building paper (felt) 3. PLY.0.63 0.625 in plywood 4c. AIR.RF.0.50 0.5 in (approx) air space: heat flow up 4f. FIR.2X8 2x8 in fir framing 5c. BATT.R22.0 R-22 batt insul (cavity > 5.5 in) 6. Sketch of Construction Assembly Reference Name . ROOF.HORZ.22 Description .... Roof R-22 2x8.24oc horz Type ........... Roof R -Value ........ 22 sf-F/Btuh Framing Material ..... FIR.2X8 Spacing ...... 24 inches on center Fraction ..... 0.07 LIST OF CONSTRUCTION COMPONENTS Material Name Description O. FILM.EX Exterior air film: winter value 1. REDWOOD.2.0 2 inch Redw000 ,decking 2. BLDG.PAPER Building paper (felt) 3. PLY.0.63 0.625 in plywood 4c. AIR.RF.0.50 0.5 in (approx) air space: heat flow up 4f. FIR.2X8 2x8 in fir framing 5c. BATT.R22.0 R-22 batt insul (cavity > 5.5 in) 6. PINE.1.0 1.00 inch pine wood stripping I. FILM.IN.RF Inside air film: heat flow straight up Total Unadjusted R -Values FRAMING ADJUSTMENT CALCULATION Cavity Framing Cavity R -Value 0.17 2.40 0.06 0.77 0.73 22.00 0.88 0.61 27.63 Total U -Value: (1 / 27.63 x 0.53) + 0 / 12.31 x 0.07) = 0.039 Btuh/sf=F Frame P. -Value 0.17 2.40 0.06 0.77 7.41 0.85 0.61 12.31 WATER HEATING Page 1 DHW Project Title.......... The Trumboli Residence Date........ 09/02/91 Project Address........ Documentation Author... Company ................ Telephone .............. Chico, CA Marty Runnells Energy Calculation Svcs. ( 916 ) 894-8466 Compliance Method...... MIC:ROPAS3 by Enercomp, Inc. Climate Zone........... 11 Building Permit # Plan Check / Date Field Check/ Date MICROPAS3 v3.11 File-TRUMBOLB Wth-CTZ11 Program -WATER HEATING User#-MP1333 User -Energy Calculation Svcs. Run -5500 S.F. Res. -Base Case WORKSHEET ONE: STORAGE GAS OR STORAGE ELECTRIC A. EQUIPMENT DATA 1. Water heater type..:.... 2. Manufacturer............ 3. Model number............ 4. Ignition device......... 5. Tank volume ............. 6. Recovery efficiency..... 7. Standby lass............ B. Rated Input ............. 9. Number of Heaters....... IO.Insulation Jacket....... Storage, Gas STATIC 520 TURF3O -TV- SO - N t-ar n/a 50 gal .76 percent .v, 0.01 .04 percent/hour r. 0.01 43000 Btu/hr 2 Yes B. OPERATING DATA 1. Climate Zone............ 11 2. Water heating budget.... 20400 kBtu/yr/unit 3. Tank set temp........... 140 F 4. Water main temp......... 65 F 5. Daily hot water load.... 50 gal 6. Ambient air temp........ 62.8 F 7. Adj. Standby Losses..... .0264 8. No. dwelling units...... 1 9. Pump power .............. 0 Watts (0 Watts controller) 10.Pumping energy.......... 0 Watt-hr/yr (24 hr per day) C. WATER HEATING ENERGY CREDITS 1. Credit Name ............. None 2. Annual savings.......... 0 kBtu/yr/unit D. ANNUAL WATER HEATING ENERGY 1. Recovery load........... 11292 kBtu/yr 2. Recovery energy......... 14858 kBtu/yr 3. Standby loss energy..... 14439 kbtu/yr 4. Pumping energy.......... 0 kBtu/yr source 5. Total energy............ 29297 kBtu/yr/uni.t source 6. Comparison .............. -8897 kBtu/yr/unit source 7. Points .................. -3 8. Water Heating Energy Use 5.25 kBtu/yr/sf (D5 y B8) / 5580 sf k i HVAC SIZING Page 1 HVAC: Project Title.......... The Trumboli Residence Date........ 09/02/91 Project Address........ Chico, CA Documentation Author... Marty Runnells Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 Compliance Method...... MIC:ROPAS3 by Enercomp, Inc. Climate Zone........... 11 Building Permit # Plan Check / Date Field Check/ Date MICROPAS3 v3.11 File-TRUMBOLB Wth-C:TZ11 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Svcs. Run -5590 S.F. Res. -Base Case GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Shading Used ............... Latent Load Fraction....... 5580 s f 56486 cf Front Faring 295 deg C:HICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F Yes 0.20 HEATING AND COOLING LOAD SUMMARY (NW)* Sensible Load .................... 85925 80745 Latent Load ...................... n/a 16149 Total Load 85925 96894 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, oversizing safety margin, etc., must also be considered: It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. CEC Maximum output for gas central furnaces only: 1.3 x ( 85925 + ( 10 x 5580)) = 184243 Btuh Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 15646 9064 Glazing Conduction ............... 26748 14929 Glazing Solar ...................: n/a 37778 Infiltration..........;.......... 35719 11737 Internal Gain .................... n/a 2325 Ducts ............................ 7611 4912 Sensible Load .................... 85925 80745 Latent Load ...................... n/a 16149 Total Load 85925 96894 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, oversizing safety margin, etc., must also be considered: It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. CEC Maximum output for gas central furnaces only: 1.3 x ( 85925 + ( 10 x 5580)) = 184243 Btuh HVAC SIZING Page 2 HVAC Project Title.......... The Trumboli Residence Date........ 09/02/91 MICROPAS3 v3.11 File-TRUMBOLB Wth-CTZ11 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Svcs. Run-55aO S.F. Res. -Base Case HEATING AND COOLING LOAD SUMMARY BY ZONE ZONE 'SLEEPING' Floor Area ....................... 1965 sf Volume ........................... 16365 cf Description Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration . . . . . . . . . . . . . . . . . . . . . Internal Gain .................... Ducts ............................ Sensible Load .................... Heating (Btuh) 4900 7267 n/a 11613 n/a 2378 26158 Latent Load ...................... n/a Zone Load 26158 ZONE 'LIVING' Floor Area ................... .. 3615 sf Volume ........................... 36121 cf Description Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts ............................ Sensible Load .................... Heating (Btuh) 10747 19481 n/a 24106 n/a 5433 59768 Cooling (Btuh) 4597 4056 9937 3816 0 2241 24646 4929 29575 Cooling (Btuh) 4468 10873 27841 7921 2325 2671 56099 Latent Load.. .................. n/a 11220 Zone Load 59768 67319 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R Project Title.......... The Trumboli Residence Date........ 09/02/91 MIC:ROPAS3 v3.11 File-TRUMBOLB Wth-C:TZ11 Program -FORM CF -IR User#-MP1333 User -Energy Calculation Svcs. Run -5580 S.F. Res. -Base Case COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. DESIGNER Name.... Lzacu Company. OvdAJAL Address. Phone... License. Signed OCUMENTAT PON AUTHOR Name.... Marty Runnells�— Company. Energy Calculation Svcs. Address. 1907 Mangrove Ave. Ste D Chico, California 95926 Phone... (916) 894-8466 Signed A / .ilii_ / Name.... Company. Address. Phone... Signed _ Name.... Title... Agency.. Phone... OWNER Larry & Sherri Trumboli (date) ENFORCEMENT AGENCY Signed (date) Z a a a L i i t C� �'�-.�..',►vv i AL IF � � It a +_+ j✓j/ �. Vii' '�,� X �,•- I � i�E�'i>� I����� i' ' IE It f t 1— �C f 4 1 I r BY REVISIONS tri I L_ CN q N c� v ' V s W ..r k r + f F i E c