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HomeMy WebLinkAbout007-250-0347-25-34 FRANK BILLANTE 3115 Michael Way, Chico %antra RG Ele Frmit #1288-88E(elec ser"ch SF 007-250-034 02-181 �NALED BILLANTE, FRANK & LYNN 3115 MICHAEL WAY, CHICO CONT: DAVE RAY REMODEL G• ! FAMILY RM. 61 BREAKFAST NO.1 ADDITION K&YnAf OkJ4* 3 NOTES RESIDENTIAL 007-250-034 V 22-1812 BELLANTE, FRANK & LYNN 3115 MICHAEL WAY, CHICO CONT: DAVE RAY REMODELING FAMILY RM. & BREAKFAST NOOK ..ADDITION 7- 4. SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. Fl E SPRINKLERS REQ. I SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS S S; -STANDARD HOUSING LETTER ox, 1,r2 spe c44or-. i. t-) JOB FINALED (Date). , o e, Signature V= OK 0 =.Not OK = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 4 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; -/ /" L'ft. / P Nat. 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 #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date Underfloor (Plans) OK except #'s Date FRAMING (Continued) Z ing-Setbacks- Ease ments food -Slope WHers-Post Caps -Anchors -Connectors IX—tg., Main; Soils-Elec. Gr .-//Z-/" Ftg. Depth g. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting. -Rfng. 9. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance ' (n AL 4. Ftg., Porches & Decks; Soils -Steel-/ f' Ftg. Depth •4S Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Main; Steel-Blockouts-Wrapped 8p0.0'Hgld Downs and Special Anchors R. 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 -Anchors -Regulator -Service Test 12. Electric Underground 49 -Draft Stop in Walls (rat proof) 44 it tops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing '- &@-Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 4+ --Garage Fire Protection Framing Property Line Firewall & Openings 63- Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54- Slairs; Width-Headroom-Rise-Run-Landinq-Fire Protection 3&-.O'P!ywood on Roof Overhang -Attic Vents -Rafter Outriggers Si g -Nailing Veneer 5400�Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access lazing Area -Glass ProteVion-Skylights-Plastic 09' Brace Interior/Exterior Wall Panels 'S -)S -b3 I< Insulation-Walls-Ceilinqs 62. Infiltration -Walls -Windows 13. Plenums & Ducts, Clearance -Material -Support -Ins. Dat . 1 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Date 15. Access & Ventilation Date 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Card B-1 Water Htr.; Vent -Access -Combustion Air Baffle 18. ter Pipe; Test & Anchor- rotection r' 19 D.W. Test Fit - Anchor -Nail Protection 20. Shower Test, First Floor -Tub Access 21. jobfTub & Sh er, Second Floor -Tub Access ,117 Gas Pipe, Sixe & A ors 72-' . Fixt. & Appliance; Ground -Air Gap -Cooking Clearance Date Card B -t Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 41 Fixture & Transformer Clearance -Ins. Protection le Receptacles Spacing -Lights & Switches at Doors XwO�ize Boxes & No. of Conductors Stapled 6. Romex Installed Close to Edge of Studs & C.J. 2 Equip. Ground made up w/Mech Fasteners -Bond Gas & Water £0^2 Appliance Circuits in Kitchen & Conductor Size GFI 22- Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 70 --Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ No 31_ Service -Riser Conductors & Ground Main Disconnect 'St Equip. Clearances Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light -Spa Light 4 Smoke Detector Datej< U Card B -t fiz Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 5. A.C. Ducts Insulation & Support -=-G vent Fan, Exhaust above insulation * 37. Condensate Drain & Overflow, Size & Grade .29 -Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet •89- Attic Access & Platform if Furnace in Attic Date ( Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FPRAMING (Permit) OK except #'s it roper Materials & Anchors Vim" Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing 49 -Draft Stop in Walls (rat proof) 44 it tops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing '- &@-Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 4+ --Garage Fire Protection Framing Property Line Firewall & Openings 63- Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54- Slairs; Width-Headroom-Rise-Run-Landinq-Fire Protection 3&-.O'P!ywood on Roof Overhang -Attic Vents -Rafter Outriggers Si g -Nailing Veneer 5400�Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access lazing Area -Glass ProteVion-Skylights-Plastic 09' Brace Interior/Exterior Wall Panels 'S -)S -b3 I< Insulation-Walls-Ceilinqs 62. Infiltration -Walls -Windows L7�PIb., Elec. & Mech. Equip. Listed for Location `'0- Elec. Receptacles in Garage (F.F.I.)-Ramex Protection Insulation -Foam -Looked in Attic -69,- Guard Rails & Deck Construction -Post Caps -84% Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes .82, F�wing Insild./Drive J Yes J Nomalks J Yes J No/Planters J Yes J No Stucco Brown -Finish $4- A.C. Unit Disconnect, Electrical -Plumbing •65, Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings $6- W er Well, Disconnect, Electrical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground Ventilation Throughout House lass Protection Corrections from Previous Inspections A3� Gas Test -Meters Tagged, Gas -Electric -92. ter & Sewer Connected -C/O to Grade -HD Approval r O Energy Compliance Certificate -Other Certificates ` Address Posted Date Dat . 1 3 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date -FINAL (Plans) OK except #'s Date xt. Steps -Door & Sidelight Protection -Landings Date Smoke Detector Card B-1 -95- Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Card B-1 x-68 droom Exiting _ - G.F.I. & Bath Fixtures & Tub Acces r' 68 Ele . Trim & Subpanel, Breaker Sizes & Labels -60. tairs & Rails ireplace or Stove, Clearance -Hearth Elec. utlets at Wood Panel, Int. & Ext. 72-' . Fixt. & Appliance; Ground -Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter -3>n Gar ge Fire Door; Swing -Landing -Closure Duct in Garage -Damper -7I ' IL'Atr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. !p=Garage; Above Floor-Mech. Protection L7�PIb., Elec. & Mech. Equip. Listed for Location `'0- Elec. Receptacles in Garage (F.F.I.)-Ramex Protection Insulation -Foam -Looked in Attic -69,- Guard Rails & Deck Construction -Post Caps -84% Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes .82, F�wing Insild./Drive J Yes J Nomalks J Yes J No/Planters J Yes J No Stucco Brown -Finish $4- A.C. Unit Disconnect, Electrical -Plumbing •65, Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings $6- W er Well, Disconnect, Electrical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground Ventilation Throughout House lass Protection Corrections from Previous Inspections A3� Gas Test -Meters Tagged, Gas -Electric -92. ter & Sewer Connected -C/O to Grade -HD Approval r O Energy Compliance Certificate -Other Certificates ` Address Posted Date Card B-1 ) Date Card B-1 Date2 —� 07 Card B-12 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE _ BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 +� CORRECTION NOTICE O NER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected Please notice this office when correction of work is comp ed. I( you have any questions pertaining to this matter, or need additional explanation, ple a contact this office immediately. 0 L) tJ✓�Siti / C���� f�c .�+2t� /� � � ... ✓ter )c.C• t . Y) ° l„ r- tfT cz, L I . L, /.a L ,,,.L �� ,�— N Date L'�, , Z r Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE . OWNER PERMIT NO. A routine Xpe'on indicates that the following violations of butte county Ordinances exist at the above adnd should be corrected. Please notice this office when correction of work is completeu have any questions pertaining to this matter, or need additional explanation, please ontact this office immediately. lj'^ ra 1 0 O i W --, ,r c,SKJIE� �_ • V t n � Date 6:, / 2 • j Inspector REV 10/92 r � , M .COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE ER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 3 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7M- f S�1:MIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 007-250-034 ` ZONING -•' BUILDING PERMIT OWNER elan ' Frank k TELEPHONE 392-0976 SO. FT. OCC. BUILDING VALUATION c: -, OWNER'S MAILING ADDRESS 3115 Michael e ',,Jay. remodel- est. 21;272.50 C NTRACTOR'S NAME �1.7ner TELEPHONE £392-0976 CONTRACTOR'S MAILING ADDRESS 3115 ijichae 1 r CONSTRUCTION LENDER Fireplace 1900-00 LENDER'S MAILING ADDRESS Total Valuation $55 01 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 441.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 2 8 9 O BUILDING ADDRESS 3115 .Michael T7a . Ch' Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 771 L LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 1 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition � Remodel [2,K Utilities ❑ Installation ❑ Other ❑ Describe Work: F'^�r,�, 1 v nnnm /�arlr)4 t' On rae ��@��€etot= nook model e: s t- nry,k ; t- C_al �b Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 t PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 800VR LESS Main Service .0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwi h comply with those provisions. _ _ n X Date .� -���L� Signature ofplicant - Owner ❑ Contractor ❑ Agent An OSHA permit is require for excavations over 5'0' ep a d de ition or construction of structures over 3 stories in heig t. 1 8 Main Service Zoog TO L 46.00so U NEW CONST. ( OWE 11NG OCCUP.3 52 FO. 20.9 N cDOHST MULA Cou�rlsSr NON-RESID. C @7.50 APPARATUS a SINGLE OUTLET CIR. 20 Ex. Occup. OUTLET OR FocrURES BAL @'.55 0 LNS Ex. Occup. OFuTE�ors F DE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 4Q , 01 MECHANICAL PERMIT Fling Fee 20.00 Heating 1 S Cooling 5.00 Hood 6.50 Ventilation 4.50 PERMIT FEE $ 54.50 Mobile Home Installation Fee $ Energy Inspection Fee $ L. oc i con TQfAL FEE $ 6 VS 3 HA D. FE IMf Fk9oD n co PVARIL I VPVH SSUE This permit is hereby issued under the Butte County Code and/or indicated above for which fees have By �+ PERMIT EXPIRES ON�nA the applicable provisions Resolutions to do work been paid. Da e i a Dare Receipt No. 12 c. 2Z'. 1 9 2 i. 2 2 WHITE-D.D.S.-M. CANARY- SSOR PINK -INSPECTOR GOLDENROD-APPLI ANT . COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION -.,� 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 .' P RMIT APPLICATION DATA SHEET OWNER: [ /LC� G �� � ASSESSOR PARCEL NUMBER 007—; 5'�//— 0 0 Proposed Building Use: ! �P—1 fe I //W/rax/ Counter Technician: lew Date: 7 / r Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. #,/1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. �W2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ,W1 Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. t &/4. Engineered truss details and layouts in duplicate. No faxes! �W5. Energy compliance design and supporting documentation in duplicate: ' ; L ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) TRe down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet-si ng ed by the en ig neer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Re�14. ai g items needed to issue the permit. (May require additional plan review upon receipt of the following items.) Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑� �1 Statement of Intent for Non -heated and A/C Buildings ............................... ..,.f... [�16. Sanitation and plot plan approval from the Environmental Health Department in C. ❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: �(B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 0 1. Oth hen issuf I have bee: Applicant: 0 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of thea ve data by ❑ phone, ❑ mail, ❑ coun r, 1Ay Date: Plans reviewed by: C, Date: • (Q • O2 Plans approved by: _ V Date: Structural reviewed by: Date: Structural approved by: Date: 1 —01Z - Note ZNote transfer by: Date: Yellow: Building Division E.H. use ONLY Rot Ran AnacMd f Paw 14W&AnscA®d e • ���ns to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 0 1, `g L2 /. 2116. 3//S- 00 7---.?-. 50` 03-�- Owner Location AP# Plan Approved for: Sewage Disposal X Water Supply: Public Private Well X Clearance for-4we11i;;q—Other ,6reu,� s� /�oo�, �;irrn; c�/�-rrz. �•'fL Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER. / 7� L/l °Zl %L� ! /<A.P. # X?- 250 PROPOS BUILDING USE �1DATE ✓ Z•U o t � RECEIPT # DATE REC. 1: BUILDING PERMIT FEES r '753E / -.22-6_3 --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ ,-,_Revised Plan Checking Fee .......................... .... $ SCHOOL DISTRICT FEES l 1_6 (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit cation, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed Puring the plan checkinZ,p?ocess. APPLICANT DATE ®� Pursuant to Government Code Section 6/r/fron 0, u are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 d the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) Dec 17 02 11:38a p.2 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 rV0'10 bor and materials for construction of the proposed im property pro ent : YES / 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: PHONE: CITY: CONTRACTOR'S 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: NAINIE: ADDRESS: CITY: PHONE: CONTRACTOR'S 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: p ,X, PROPERTYOWNER:_,vL,,c�„n SOCIAL SECURITY NUMBER: DATE: NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER 7 'Dec 17 02 11:37a Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party. of record on such a permit. Building permits are not required to be signed by property owners unless theyare nall performing their own work. If your work is being performed by someone other than yourself, yu may proy yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediateTamil y, and the work (including materials 'and other costs) is $300 or more for the entire projec[, and such persons are not license contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are -subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks art especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Departm Accidents. ent of Benefit Payments and the Division of Industrial If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "'ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work,personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerel , Michadl C. Vieira, C.B.O. Manager, Building Inspection% NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER PROJECT PROCESSING RECORD Applicant: {AWL Owner: A. P. #: 007 -Z!50 -.03V Permit #: Work Description: myy4C( Date Description of Step or Status PLAN REVIEW RESPONSE FORM In order to exQ Ate the review of�r P p t n JUN reaan INS form with your W"mina this form is not complete, as to all correc doa bemA we wW trot be abk to weept your M-A*Wdd for review. 'i mt must be a responwto every item requesmd in our plea oorrec ioa kftr. "lir otLatt' is not ootmidered a vdW response. Pan Wtaw response to each Item and die ioativa wb em dio 64ormn11o1 an be Amad on db pWWala. ATTACH THU FOAM TO A COPY OF YOUR PLAN REVIEW LETTER AND RENNIN WITH REVISED AND ORbf ""M OWNERS NAME I DATE: ro� . ASSESSORS PARCEL NUMBER PERMIT NUMBER 3`I RESPONSE FOR PLAN. HECK TTER DATED: /()(, /()�2-- 3LANSICAL Floor JAN CHECK ITEM M OMMENTS: Aja i NC RESPONSE BY: ILOPTION ON ANCALC5: w r ,e j PLSI---� 0✓ FAN -`' IONS�E 8Y: 6 vi d a Q -0!I %"/c�i5rd�c __-- PLAN CHECK RESPONSE BY: LOCATION ON PLANS/CALCS: �- �✓ G, s OMMENTS: r Br S 2 n. 0 d g - s , —6e6)0S � N% Gtf n 1lwy,h o�A goes VlOf o�Cu (A ;I �c"�� 6av- ' PLAN REVEEW RESPONSE90RM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH THT-C FnRM TA A CnDV AF Vn110 PI AN RFVTFW I FTTFR ANA RFTIIRN WITH RFVTCFn ANn n0T0_tuA1 no A— OWNERS NAMEt F�fK I L -TNN j�Lp►1�lTl DATE: �jEp i 1'j� 200�- ASSESSORS PARCEL NUMBER PERMIT NUMBER COM TS: �2 �GLU►MN FooT1 N G �}A;S 130tN -1812 RESPONSE FOR PLAN CHECK LETTER DATED: A U&UST < J -?-00-2- PLAN 00.2 PLAN CHECK ITEM .51V-VC-T,!N��fiS RESPONSE BY: F%PcN �a ll_L LOCATION ONANS/CALCS: � I�'� 4-/%INc L,U�I� COM TS: �2 �GLU►MN FooT1 N G �}A;S 130tN ✓� ,/� �,,, Oct -,N F I G UIf� ANP 1�-r vet FjNEv NCrT k5�an SAr. . E 1rvOICt°► y to Cog^-- o12 .1 WO" 6t A/^) LAO L PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMM S: ;�502r=CV`rL I NSeGC.T1 ary dF Ems' SET /eiNG}�2 s j9C V lZ-S E l> ��hl A9►� O NCrT k5�an SAr. . E 1rvOICt°► y to Cog^-- o12 .1 WO" 6t A/^) LAO L O r ct--t'LJI--1r"1 �--ifTL IIvJr-cam I Ivry ul- C FOX T/-i(v�Wult✓�. PLAN CHECK ITEM # IRESPONSE BY: LOCATION ON PLANS/CALCS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CTL-CS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: Dec 18 02 08:07a PLAN REVISION Please complete the following information in order to process your submittal. If this form is not complete, correct and legible. it may cause a delay in processing. IOwner's Name: 9LU04A-� Received By: Date: 'a A.P. #: 50 — 03 T Permit #• Time: Contact PhoneNurnber: Purpose of'submittal: e Permit Application Data Item 0 Engineering O Plan Revision 0 Requested by Building Inspector or Correction Notice - Inspector's Name: R� equested By Plan's Examiner- Examinees Name: 10 Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and ^swnpsand sign the drawings. Include two (2) sets of wet signed engineering..Revised drawings must ctearly show When Approved, Process as Follows: 0 Mail to Owner at this address: 0 Mail to Contractor at this address: 113 Call � C7 Dcy� er with ne:�t inspection. and hold for pickup at the O Chico Office 0 Oroville Office ttevtsed Plan Check Fee: a S46.00 Receipt #: B— d tional Fees Not Required Additional fees may be due based upon complexity and time involved to process this submittal. Additional Fees: Receipt #: August 6, 2002 Frank and Lynn Belanti 3115 Michael Way Chico, CA 95973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 007-250-034 Building Permit Number: 02-1812 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: /1 Provide contractor's estimate for all remodel work to the existing house. Windows in the existing house that have been upgraded must be included even if they are not in the area of remodel. Zprovide a completely dimensioned floor plan of the existing house. This is to include all rooms, labeled for use, all window and door types and sizes of all windows and doors. This is required before energy calculations can be checked for compliance. �! Is new fireplace for wood burning only? Provide type of appliance. Woodstove, wood burning insert, wood with gas starter, etc. Please label the four sections on sheet 4 to correlate with the cuts on Sheet 1. With a portion of the new slab being recessed 7 inches, do you still have 6 inches clearance from earth to the sole plate? Please show the extent of the 7 inch step on the floor plan; currently it only shows on one side of the new column, and we presume it will also occur at the new/existing footing under the eating bar. STRUCTURAL COMMENTS: The column footing is design is for a concentric footing. Please demonstrate how the 11.3k point load is evenly transmitted into and uniformly distributed across the face of the 12.25 sf footing solely by three #5 dowels. Under the best of circumstances, this would require /eccentric design. Specify the requirement that reinforcing bars in epoxy will require special inspection. The special inspector must be approved prior to issuance of the permit, and may be the engineer 1 of 2 of record. Please provide name of special inspector and confirmation that the person has been hired by the owner for this inspection. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Keith will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy Keith Long/Architect Plans Examiner Plan Review Consultant CC: Dan Dobie Dave Ray Remodeling 2 of 2 • Owner: f5ells a/r� 0 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Building Permit Number: 6 a - /g/Z Plans Examiner: Martha Christy A. P. Number: d C7-7-0570 — �T GENERAL: Zoning requirements — (number of permitted living units). ` Plans signed by the designer. Proper description of work on the application. Existing violations. on the property. Recorded notice of violation. 6. Building permit valuation. LOT PLAN: /1! Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ ,7! Federal Aid Route and/or Federal Aid Secondary Route setback requirement. 1� Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLAN: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). �2 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). �! Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear op enable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). (� Skylights (Uniform Building Code section 2409 & 2603.7). �i Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other cpnfjnni ed space oppeng into a bath or bedroom (Uniform Plumbing Code section 509.0). X(0%E Plan- Gi iy/�PG�teIr 6orr-0. 10. Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). yY Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). 13. Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). 40 Smoke detectors (Uniform Building Code section 310.9.1). 1,10 TG Play Pagel of 2 Water closet clearances (Uniform Plumbing Code 408.5). XShower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. Clerestory requiring balloon framing and/or engineering. 4 Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). 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. Q- �yG Fireplace construction details and calculations if necessary. (30 9. Garage door header size(s). 10. Porch header size(s). 11. Typical header size(s). 12. Stud heights. High expansive soil — special foundation design required. 14. Retaining walls requiring design. 15. Gypsum wallboard nailing inspection required. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the compok►ents during conditions of flooding. MISCELLANEOUS ITEMS: Stairway details — landings, rise and nun, head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Foam insulation —protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). 8 Two exits on three —story dwellings (Uniform Building Code section 1004.2.3.2). 9 Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 1 Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. q10 V j CA r? 9k� C �0 0 ice' 12. nergy design compliance and supporting documentation. . CDF responsible area requirements. ►n� v� CX 1S� /v` / BUILDING PERMIT REQUIREMENTS: 1. [1 SRA. SRA. rU ""''` �,�1^ 2. El Flood elevation certificate. W1y�d;� W� it yid 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. �)2 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housjng letter. Page 2 of 2 0 0 DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Telephone/Fax (530) 345-4743 DJDdobbie@cs.com April 14, 2003 Job No. 2027 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 Attention: Building Inspector Re: Belanti Addition, 3115 Michael Way, Chico Epoxy Dowel Installation Inspection FIELD REPORT Present at Site: Dave Ray, Contractor Dan Dobbie, Engineer Observations: Friday April 11, 2003: I visited the site to inspect installation of #5 reinforcing dowels and 5/8 inch threaded rods into the existing concrete foundation. I checked the depth of the 3/4 inch diameter drilled holes and found the hole depths to be 5 inches, which is the specified minimum depth. I observed the contractor verify the holes were clean by blowing the residual dust from the bottom out with compressed air. Then Simpson `ET' epoxy was inserted into the holes and the reinforcing dowels and threaded rod were inserted into the holes with a twisting motion and epoxy was seen extruding to the surface of the concrete. I am satisfied that the contractor has installed the dowels and threaded rod correctly and that theywill.provided tjie intended bonding between the existing concrete and new anchors. Danie . Dobbie C42028 Insulation Certificate BUILDING OWNER: BUILDING Description of Installation ROOF Material Thickness (inc es) CEILING BUILDING PERMIT #: UL Brand Name 'Q (1kil stance Thermal Resi(R-Value) Batt or Blanket Type f l ' r — W , - - _-_Name _Name �.c4A Thermal Resistance. Thickness ('inches) Brand Name Loose Fill Type ' Contractor's minimum installed weight/ lb Minimum thickness Manufacturer's installed weight per square foot to acheive. Thermal Resistance Brand Name Al U Thermal Resistance (R -Value) EXTERIORMA Material '_tThickness (inches) Value) V'\ , 7 V inches Value) _!N2 RAISED FLOOR Material Brand Name Thermal Resistance (R -Value) Thickness (inches) , -SLAB FLOOR Material CBrand Name 'Iiticlatess (inches) Thermal Resistance (R -Value) Width (inches) FOUNDATION WALL Material Thickness Declaration Brand Name "' -ermal Resistance (R -Value) I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards for new residential buildings contained in Title 24 of the Califo a dmini rive Co _Q 9 G � r Concacto Builder{n JC)Lic e a Number >4�e / ' ign and tle bate :::7 „ License Number Signature and TiUe Date Lk THIS CERTIFICATE MUST -BE PROVIDED TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED D WITHIN 1993 THE BUILDING. i ✓� G' ✓ ` (lid `� / "�/1 .v nw,,�)k Dade Pc�"u'l ellem461-ld S� C•� T — - caVe L �� lite — L .2 o filil d G f 7/"5 BUTTE COUNTY SCHOOLStIMPACT FEE CERTIFICATION FORM (One form per Building) School District Building Department No. A.P. Number O01 -,) JU -03L/ Jurisdiction: City ®County Property Owner Property Location/Address 31113 Subdivision Residential Development No of Living Units j Commercial/Industrial i { New Building Department Representative W Lot No. L-20 € Sq. Footage Mobile Home Addition/ 'Supplemental to Installation i Conversion Permit # '(No foundation inspection': t......................................................................................................i Sq. Footage (Group R) Addition (Including Exterior .0 Roofed Areas) I- 03 r. (Floor Plans reviewed by' School District District Identification No. ©1303 9& School District certifies that Date (Applicant) Q`29 2 (e:7 (Street Address) (Phone Number) �°Cc... 959 1.1� 3 (City) has complied with the requirements of Resolution No. representing �/ square feet. C School District Representative Paid by Check # Remarks: (State) (Zip Code) by payment of $ a 7 -75e' AB 2926 $ FULL MITIGATION $ Date .a i Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls 110/98ldmm aD DANIEL J. DOBBIE Page: 4A Professional Engineer Job NO: 2027 20 Mayfair Drive Date: September 2002 Chico, CA 95973-0707 Belanti Addition Phone/Fax (530) 345-4743 Revision Date: September 17, 2002 FOOTING WITH ECCENTRIC LOAD (DL + LL) TWO POINT LOADS P FOOTING DATA: �ovQ0FESS/6, FOOTING WIDTH (W) h�� B�F2� 10.00 FT FOOTING DEPTH (D) 2 1.33 FT FOOTING LENGTH (L) 4202 rn 2.00 FT FOOTING WEIGHT (Wftg) (.15 KIPS / CF) E 3.99 KIPS APPLIED FORCES: S>, PS CN(1. CONCENTRATED DOWN FORCE (P1) 9lFOF �pL\F11.31 KI LOCATION Pd FROM LEFT END OF FOOTING (L1) 0.75 KI CONCENTRATED DOWN FORCE (P2) FT 0.00 KIPS LOCATION Pd FROM LEFT END OF FOOTING (1-2) 0.00 FT SHEAR FORCE (V) 0.00 KIPS LOCATION V ABOVE BOTTOM OF FOOTING (Lv) 1.33 FT RESULTS: (NEGLECT -WEIGHT OF FOOTING) SUM OF VERTICAL FORCES (Fv) Fv = P1+P2 11.31 KIPS OVERTURNING MOMENT (Mot) 0.00 KIP FT RESISTIVE MOMENT (Mr) 8.48 KIP FT LOCATION OF RESULTANT (Lr) Lr = (Mot-Mr)/Fv 0.75 FT ECCENTRICITY (e) e = U2 - Lr (OR Lr - U2) 0.25 FT RESULTANT LOCATED INSIDE KERN? (MIDDLE 1/3) YES MAXIMUM SOIL PRESSURE (qmax) qmax = Fv/(W*L)*(1+6*e/L) 0.990 KSF MINIMUM SOIL PRESSURE (qmin) groin = Fv/(W*L)*(1-6*e/L) 0.141 KSF FOOTING DESIGN: CONCRETE COMPRESSIVE STRENGTH (fc) REINFORCING STEEL YIELD STRENGTH (fy) REINFORCING DEPTH (d) d = D*12 - 3.5 STRENGTH REDUCTION FACTOR (phi) STRENGTH METHOD LOAD FACTOR MOMENT FOR RESULTANT INSIDE KERN (Mmax) IS TOTAL SOIL REACTION LEFT OF Pd? (Lr < Ld/3) MOMENT W/ SOIL RESULTANT OUTSIDE KERN(Mmax) ULTIMATE MOMENT (Mu) REINFORCING STEEL RATIO (p) USE: REINFORCING STEEL RATIO (p') = 1.33*p AREA OF REINFORCING STEEL REQUIRED (Asreq'd) 0.101 IN^2 USE: 5 - #5 As =1.55 IN^2 2500 PSI 60000 PSI 12.46 IN 0.9 1.7 LIVE 2.5 KIP FT NO 2.5 KIP FT 4.2 KIP FT 0.000050 < pmin 0.000067 FOOTING: 2'-0" WIDE x 10'-0" LONG x 16" THK. W/ 5 - #5 DOWELS DRILLED & EPDXIED INTO THE EXISTING FOOTING OK OK NOT APPL aD DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 PROJECT SCOPE: Page: 1 Job No: 2027 Date: July 2002 Belanti Addition PROVIDE ENGINEERING FOR A LIVING ROOM ADDITION TO AN EXISTING HOUSE. DESIGN A ROOF BEAM TO REPLACE THE PORTION OF EXISTING WALL TO BE REMOVED. DESIGN THE POST & FOOTING TO SUPPORT THE NEW ROOF BEAM MIDSPAN. CHECK LATERAL PROVISIONS AT THE NEW LIVING ROOM ADDITION. DESIGN DATA: UNIFORM BUILDING CODE SEISMIC ZONE WIND SPEED WIND EXPOSURE CONCRETE COMPRESSIVE STRENGTH (fc) REINFORCING STEEL YIELD STRENGTH (fy) GLUE -LAMINATED BEAM COMBINATION SYMBOL: SIMPLE SPAN BEAMS CONTINUOUS AND CANTILEVERED BEAMS WOOD FRAMING SPECIES GRADING AGENCY ALLOWABLE SOIL BEARING PRESSURE ROOF LOADING (SLOPE 4:12) ROOFING PLYWOOD FRAMING 5/8" GYP BD CLG MECH/ELEC/MISC 1997 EDITION ZONE 3 75 MPH EXPOSURE B 2500 PSI 60 KSI 24F -V4 24F -V8 DOUGLAS FIR LARCH WWPA 1000 PSF 2.5 PSF 1.7 PSF 3.5 PSF 2.8 PSF 1_5 PSF DL = 12.0 PSF LL = 20.0 PSF \rz� DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 ROOF RAFTERS (3:12 PITCH) DESIGN DATA: HORIZONTAL RAFTER LENGTH (HL) RAFTER PITCH HEIGHT (P) (4:12, P=4) SLOPE FACTOR (SF) TRUE RAFTER LENGTH (L) ROOF DEAD LOAD (DL) ROOF LIVE LOAD (LL) REDUCE LIVE LOAD FOR HORIZONTAL PROJ. (LL') TOTAL ROOF LOAD (TL) RAFTER SPACING (s) UNIFORM TOTAL LOAD (wtl) RESULTANTS: END REACTION (R) MAXIMUM BENDING MOMENT (M) TRIAL RAFTER SIZE: RAFTER DEPTH (d) RAFTER RESISTIVE SHEAR (Vr) RAFTER RESISTIVE MOMENT (Mr) MOMENT OF INERTIA (1 ) MODULUS OF ELASTICITY (E) EI VALUE (EI) RAFTER VALUES: LOAD DURATION FACTOR (Cd) MAXIMUM HORIZONTAL SHEAR (V) = R - wdl * d ADJUSTED RESISTIVE SHEAR (Vr') = Cd * Vr ADJUSTED RESISTIVE MOMENT (Mr') = Cd * Mr DEFLECTION: TOTAL LOAD DEFLECTION SPAN/DEFLECTION RATIO (TL) L / ROOF RAFTERS: Page: 2 Job No: 2027 Date: July 2002 Belanti Addition 12.00 FT 3 :12 1.031 12.37 FT 12 PSF 20, PSF 19 PSF 31 PSF 24 IN 0.063 KLF 0.39 KIPS 1.20 KIP FT 2x8#2 7.25 IN 0.688 KIPS 1.32 KIP FT 4.7.63 IN"4 1600 KSI 76208 KSI 1.25 ROOF 0.35 KIPS 0.86 KIPS OK 1.65 KIP FT OK 0.434 IN 342 OK 2 x 8 # 2 @ 24" o.c. aD DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 NEW RIDGE BEAM AT ROOF SIMPLE SPAN BEAM DESIGN DATA: SPAN LENGTH (L) TRIBUTARY ROOF WIDTH (Wr) ROOF DEAD LOAD (RDL) ROOF LIVE LOAD (RLL) UNIFORM ROOF DEAD LOAD (URDL) UNIFORM ROOF LIVE LOAD (URLL) UNIFORM BEAM DEAD LOAD (UBDL) TOTAL UNIFORM LOAD (TUL) RESULTS: MAXIMUM REACTION (Rmax) MAXIMUM BENDING MOMENT (Mmax) TRIAL SIZE: BEAM DEPTH (d) BEAM WIDTH (b) MOMENT OF INERTIA (1) MODULUS OF ELASTICITY (E) RESISTIVE SHEAR BASE VALUE (Vr) RESISTIVE MOMENT BASE VALUE (Mr) LOAD DURATION & VOLUME FACTOR ADJUSTMENT: ROOF LOAD DURATION FACTOR (Cdr) (SNO,ROOF) MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) FINAL RESISTIVE SHEAR (Vr) Vr = Vr * Cd VOLUME FACTORS (Cv) Cv = k(12/d)".1 * (5.125/b)^.1 * (21/L)^.1 LOADING CONDITION FACTOR (k) k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) ADJUSTED RESISTIVE MOMENT (Me) Mr'=Mr*Cd'*Cv DEFLECTION: Page: 3 Job No: 2027 Date: July 2002 Belanti Addition 19 FT 20 FT 12 PSF 20 PSF 0.240 KLF 0.400 KLF 0.025 KLF 0.665 KLF 6.32 KIPS 30.0 KIP FT 3 1/8" x 19 1/2" GLB (241744) 19.5 IN 3.125 IN 1930.9 IN^4 1800 KSI 6.7 KIPS 39.6 KIP FT 1.25 ROOF 5.24 KIPS 8.38 KIPS OK .011 50.0 KIP FT OK DEFLECTION DUE TO TUL (Dtul) 0.561 IN DEFLECTION/SPAN RATIO L / 406 DEAD LOAD DEFLECTION (Ddl) Ddl = Dt * DL/TL 0.224 IN CAMBER (C) C = Ddl * 1.25 0.279 IN NEW ROOF BEAM: 3 1/8" x 19 1/2" GLB (24F -V4) W/ FACTORY CAMBER OK DANIEL J. DOBBIE Page: 4 z< DQ Professional Engineer Job No: 2027 20 Mayfair Drive Date: July 2002 Chico, CA 95973-0707 Y Phone/Fax (530) 345-4743 Belanti Addition SAWN WOOD POSTS AT NEW ROOF BEAM DESIGN DATA: UNITS 99 NDS TABLE 4D DESIGN VALUES FOR VISUALLY GRADED TIMBERS SPECIES AND COMMERCIAL GRADE: DOUGLAS FIR -LARCH SIZE CLASSIFICATION: POST AND TIMBERS GRADING AGENCY: WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) COMPRESSION PARALLEL TO GRAIN (Fc) 1.000 KSI MODULUS OF ELASTICITY (E) 1600000 PSI NDS SECTION 3.7.1 SOLID -COLUMN DESIGN: F'c=Fc((1 +(Fce/Fc))/2c'-(((1 +(Fce/Fc))/2c')^2-(Fce/Fc)/c')"0.5) SAWN LUMBER COEFFICIENT (c') 0.8 VISUALLY GRADED LUMBER COEFFICIENT (Kce) 0.3 COMPRESSION COEFFICIENT (Fce) Fce=(KceE)/(le/d)"2 BUCKLING FACTOR (Ke) 1.0 DESIGN DATA: UNSUPPORTED LENGTH (1) 8.00 FEET EFFECTIVE LENGTH (le) 96 INCHES LEAST POST DIMENSION (d) (UNSUPPPORTED) 5.5 INCHES le/d RATIO 17.45 6 x 6 POST CROSS SECTIONAL AREA (A) 30.25 SQ IN DESIGN RESULTANTS: COMPRESSION COEFFICIENT (Fce) 1575.5 ALLOWABLE COMPRESSION PARALLEL TO GRAIN (Fc) 0.821 KSI ALLOWABLE POST LOAD (Pa) 24.84 KIPS ACTUAL POST LOAD (Pac) = 6.32*(1+15/19) 11.31 KIPS NEW POSTS: 6 x 6 #1 FOOTING AT NEW POST DESIGN DATA: ALLOWABLE SOIL BEARING PRESSURE 1000 PSF CONCRETE COMPRESSIVE STRENGTH (fc) 2500 PSI REINFORCING STEEL YIELD STRENGTH (fy) 60000 PSI LOADING DATA: 6.3 KIPS DEAD POINT LOAD (Pdl) 4.51 KIPS LIVE POINT LOAD (PII) 6.80 KIPS TOTAL POINT LOAD (Ptl) 11.31 KIPS FOOTING SIZE: FOOTING THICKNESS (t) 12.00 IN AREA REQUIRED FOR BEARING (Areq) 11.31 FT"2 SIDE LENGTH FOR SQUARE FOOTING (L) 3.36 FT USE SQUARE FOOTING SIZE• 3 50 FT FOOTING DESIGN: REINFORCING DEPTH (d) d = t*12 - 3.5 8.5 IN STRENGTH REDUCTION FACTOR (phi) 0.9 ULTIMATE DEAD LOAD (Pudl) Pudl = Pdl * 1.4 6.3 KIPS ULTIMATE LIVE LOAD (Pull) Pull = PII * 1.7 11.6 KIPS RESULTANT ULTIMATE SOIL PRESSURE (qu) 1.459 KSF ULTIMATE MOMENT (Mu) 7.8 KIP FT REINFORCING STEEL RATIO (p) 0.00058 < pmin USE: REINFORCING STEEL RATIO (p') p'= p*1.33 0.00077 AREA OF REINFORCING STEEL REQUIRED (Asreq'd) 0.275 IN^2 USE: 3 - #5 EACH WAY As = 0.93 IN^2 POST FOOTING: 3'- 6" SQUARE x 12" THK. W/ 3 - #5 EA WAY (DOWEL 2' -6" WIDE x X-6" LONG FOOTING INTO EXISTING V-0" WIDE STEM WALL FOOTING W/ 3 - # 5 EACH WAY) DANIEL J. DOBBIE Page: 5 QQ Professional Engineer Job No: 2027 20 Mayfair Drive Date: Jul Chico, CA 95973-0707 y 2002 Phone/Fax (530) 345-4743 Belanti Addition SEISMIC ANALYSIS AT LIVING ROOM ADDITION SEISMIC FACTOR: V = (3.0 * Ca / R) W SIMPLIFIED DESIGN SEISMIC ZONE: ZONE 3 NEAR SOURCE FACTOR (Na): NOT APPL 1.0 SEISMIC SOURCE TYPE (A, B, OR C): NOT APPL TYPEA CLOSEST DISTANCE SEISMIC SOURCE NOT APPL 2 KM SOIL PROFILE TYPE (S): TYPE SD SEISMIC COEFFICIENT (Ca): 0.36 OVERSTRENGTH COEFFICIENT (R) 5.5 LT FRAMED FINAL SEISMIC FACTOR ( 3.0 * Ca / R) = 0.1964 x W BUILDING MASS (W) (TRANSVERSE DIRECTION): ROOF: 34*40/2 *.012 = 8.20 KIPS INT WALLS: .008 * 8/2 * 34 = 1.09 KIPS EXT WALLS: .012 * 8/2 * 34 = 1.63 KIPS TOTAL 10.92 KIPS SEISMIC LOAD (Vs) (TRANSVERSE DIRECTION): 2.14 KIPS SEISMIC LOAD FOR ALLOWABLE WORKING STRESS: 1.53 KIPS _REDUNDANCY FCTOR (p)• = 2 - 20 / (rmax * Ab"0 5) 1.46 USE: p TYPE OF SHEAR ELEMENTS SHEARWALLS LENGTH OF HIGHEST STRESSED SHEARWALL (Lsw) 7 FT LOAD TO HIGHEST STRESSED SHEARWALL (Vsw) 2.14 KIPS TOTAL BASE SEISMIC SHEAR (Vs) 2.14 KIPS FACTOR (rmax) = Vsw / Vs * 10 / Lsw 1.43 GROUND FLOOR AREA (Ab) 680 FT^2 AMPLIFICATION FACTOR (omega) 2.8 WIND PRESSURE (P)• WIND ANALYSIS P = Ce " Cq " qs " Iw WIND EXPOSURE: B EXPOSURE WIND SPEED: 75 MPH MAXIMUM HEIGHT OF STRUCTURE (H): 14.33 FT COMBINED HEIGHT, EXPOSURE, AND GUST FACTOR (Ce): ELEV OF WIND EXPOSURE HEIGHT (h) Ce = (h Cel ABOVE GRADE (FT) 40'- 60' 111 = 0 0.84 0.00 30'- 40' 111 = 0 0.84 0.00 25'- 30' 112 = 0 0.76 0.00 20'- 25' 113 = 0 0.72 0.00 15'- 20' 114 = 0 0.67 0.00 0'- 15' 115 = 14.33 0.62 8.88 TOTAL h'= 14.33 TOTAL (hCe) _ $.88 FINAL FACTOR (Ce'): Ce' = (h Ce') / h' 0.620 PRESSURE COEFFICIENT (Cq) (METHOD 2): 1.3 WIND STAGNATION PRESSURE (qs): 15 PSF WIND IMPORTANCE FACTOR (Iw): 1.00 FINAL WIND PRESSURE (P): 12.09 PSF AREA OF WIND LOADING: BUILDING WIDTH (Wb) (AT GROUND LEVEL): 34 FT ELEVATION OF LOWEST DIAPHRAGM (Hd): 8 FT AREA OF EXPOSURE (Ae): 487 SO FT ADJUSTED AREA (Ae') (1/2 OF IST LVL TO GRND): 351 SO FT ADJUSTED PRESSURE LOADING DIAPHRAGM (P') 12.09 PSF WIND LOADING (Vwl• 4.24 KIPS WIND GOVERNS DANIEL J. DOBBIE Page: 6 Q Professional Engineer Job No: 2027 20 Mayfair Drive Date: Jul Chico, CA 95973-0707 y 2002 Phone/Fax (530) 3454743 Belanti Addition DIAPHRAGMS & CHORDS ROOF DIAPHRAGM: TOTAL LOAD TO ADDITION ROOF (Vr): 4.24 KIPS DIAPHRAGM WIDTH (W): 40 FT DIAPHRAGM LENGTH (L) 34 FT MAXIMUM DIAPHRAGM UNIT SHEAR (vmax): 0.053 KLF ALLOWABLE UNIT SHEAR (va): (CASE 3) 0.180 KLF ADJUST FOR 10d BOX vs. 8d COMMON 0.98 ADJUSTED ALLOWABLE UNIT SHEAR (va') 0.176 KLF ROOF DIAPHRAGM: 15/32" APA RATED SHEATHING, UNBLOCKED BOUNDARY & EDGE NAIL = 8d @ 6" o.c. ROOF CHORD FORCES: FIELD NAIL = 8d @ 12" o.c. MAXIMUM CHORD FORCE (C=T): C = T = Vr*L/(8*W) 0.45 KIPS TOP WALL PLATE SPLICE: (TOP WALL PLATE CHORDS) TOP WALL PLATE 2 - 2 x 4 #2 CROSS SECTIONAL AREA (1 - 2 x 6) 5.25 IN^2 ALLOWABLE TENSION PARALEL TO GRAIN (Ft) 0.575 KSI LOAD DURATION FACTOR (CD) 1.33 SIZE FACTOR (Ct) 1.5 ADJUSTED ALLOWABLE TENSION (Ft') 1.147 KSI MAXIMUM ALLOWABLE CHORD FORCE (Tallow) 6.0 KIPS OK TOP WALL PLATE NAILING: (USE 16d SINKER NAILS) (NDS SEC 12.3.1) SIDE MEMBER SPECIES DOUGLAS FIR -LARCH MAIN MEMBER SPECIES DOUGLAS FIR -LARCH NAIL DIAMETER (D) 0.148 IN BENDING YIELD STRENGTH OF NAIL (Fyb) 90000 PSI DOWEL BEARING STRENGTH SIDE MEMBER (Fes) 4650 PSI DOWEL BEARING STRENGTH MAIN MEMBER (Fern) 4650 PSI THICKNESS OF SIDE MEMBER (ts) 1.5 IN PENETRATION MAIN MEMBER (p) 1.5 IN FACTOR (KD) 2.2 FACTOR (Re) = Fern/Fes 1 FACTOR (k1) 1.092 FACTOR (k2) 1.092 FIND LEAST YIELD MODE: MODE Is Z= 469 LBS MODE Illm Z= 171 LBS MODE Ills Z= 171 LBS MODE IV Z= GOVERNING MODE: MODE IV Z= 118 LBS 118 LBS PENETRATION DEPTH FACTOR (Cd): Cd=p/12*D (<1.0) 0.845 ADJUSTED LATERAL DESIGN VALUE: ALLOWABLE LOAD TO 16d SINKER NAIL (Z') 99 LBS NUMBER OF NAILS REQUIRED (N) = T / (Z' * CD) 3 NAILS USE: 16 -16d SINKER NAILS TYPICAL ROOF DIAPHRAGM 2 - 2 x 4 #2 TOP WALL PLATES CHORDS: 6'- 4" MIN. LAP AT SPLICES W/ 16 -16d SINKER NAILS BETWEEN SPLICES aD DANIEL J. DOBBIE Page: 7 Professional Engineer Job No: 2027 20 Mayfair Drive Chico, CA 95973-0707 Date: July 2002 Phone/Fax (530) 345-4743 Belanti Addition NEW LIVING ROOM WALL SHEAR WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 1.53 " 1.46 /2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 1.12 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 7.00 FT TOT WIDTH = 7.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.160 KLF ALLOWABLE UNIT SHEAR (va): 0.240 KLF B SHEAR WALL: 3/8" APA RATED SIDING, BLOCK PANEL EDGES EDGE NAIL = 8d @ 4" o.c. FIELD NAIL = 8d @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (11V): 7 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 1.12 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC ? IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO - UNIT DEAD LOAD TO PANEL (w): 0.196 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo) 9.0 KIP FT DEAD LOAD RESISTING MOMENT (Mr): 4.8 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 4.2 KIP FT LEFT DOWN LOAD REACTION (Rd): 1.97 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.59 KIPS ALLOWABLE UPLIFT SIMPSON 'HPAHD22' ON 2 - 2x 1.315 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 7 " o.c. USE: 6 MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 30 " o.c. USE: 24 i MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 32 " o.c. USE: 32 i aD DANIEL J. DOBBIE Page: 8 Professional Engineer Job No: 2027 20 Mayfair Drive Chico, CA 95973-0707 Date: July 2002 Phone/Fax (530) 345-4743 Belanti Addition END WALL SHEAR WALLS FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 4.24 / 2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 2.12 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 10.00 FT TOT WIDTH = 10.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.212 KLF ALLOWABLE UNIT SHEAR (va): 0.240 KLF B SHEAR WALL: 3/8" APA RATED SIDING, BLOCK PANEL EDGES EDGE NAIL = 8d @ 4" o.c. FIELD NAIL = 8d @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 10 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 2.12 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.15 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 2/3 11.3 KIP FT DEAD LOAD RESISTING MOMENT (Mr): 5.0 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 6.3 KIP FT LEFT DOWN LOAD REACTION (Rd): 2.13 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.63 KIPS ALLOWABLE UPLIFT SIMPSON 'HPAHD22' ON 2 - 2x 1.315 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 7 " o.c. USE: 6 MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 30 " o.c. USE: 24 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 32 " o.c. USE: 32 -� r,.T.i',. r r ,�.ii+,..�-Kw��:,�'�„+`v�o,v-a.�w.F��-��'`�,r'-�*�+z'4r"''�'i'�t`wyp'vii►',�s`'w,,°'�-+'TM.,+"'wf9v�,-+�:�+`�✓9..nTtit�'+1',•,vYt�'�'�r�°�"'At�{�.n+r�:"':�.:.+• ;sem' �: a m OFFICE COPY Address GAS Meter By _ Date ELECTRIC Meter By Date m •:. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 Coynty Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMITO� ASSESSOR PARCEL NUMBER / '� ZONING BUILDING PERMIT OWNER / TELEPHONE„ SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME /' ,I L TELEPHONE CONTRACTOR'S MAILING ADDRESS /.. i�7 . ', i/ / !. /- ' C, 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 $ Ener Plan Checking Fee Energy g $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF Duplex❑ Mobilehom ❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G W 10.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other] Describe work: �r/F �� �.t l�/ �tG%i/ /Yrs u Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP ORV OR LESS10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check One): a' I am licensed under provisions of Chapt. 9, Div. 3 of the Busines$ and Professions Code and my license is in full �f}orce and effect. License No. • )044 1 Classification ( —/,4 ❑ 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.ai) ,h¢sgn OR ADONS. \ ACC. BLDGS. NEW CONSTR.MULTI-OUTLET 2,50 ea NON•RESID BRA CH CIRC ITS POWER APPARATUS e` (SINGLE OUTLET CIR. / EX. Occup(OUTLETS OR FIXTURES 2000 eALO 300 FIXED PR Ex. Occup. OUTLETS (RESID )EA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring15.00 - v Permit Fee $ 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 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 County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County, in consequence of the granting of this permit. - %� ._. �:♦ .; X = Date -� �'' Signature of Applicant — Owner ❑ Contractor.® Agent ❑ An OSHA permit isrequired for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ occuP. CON3T.TYPe JSCI100LJFL1D0-JP--CE1J PD No I ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR`OF PUBLIC By !l. ✓" PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS �/ ( /✓� Date J OK / .i . Receipt No. • Ir =_J WHITE-D.P.W.. YELLOW-A33E330R, PINK -INSPECTOR. GOLDENROD -APPLICANT rT� COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7x41 747 EI I iott Road, Paras se — Phone: 872-6307 CORRECTION NOTICE 11 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 whefffII� correction of work is completed. If you have any question pertaining to this mater, or need additional explanation, please contact this office immediately. C Inspector 4Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS ERMIT 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 .427 APPLICATION AND PERMIT ASSESSOR PARCEL N MBER _ ZONING BUILDING PERMIT OWNE/R TELEPHONE SQ. FT. OCC. BUILDING VALUA N I J ,� �� OWNER'S MAILING ADDRESS 0 7 z2 VG/ > CON/ C NAME f/ TELEP aY� //pA• /� • % �4�C � CONTRACTOR'S MAILING ADDRESS 1-35r2 d12�L.Gj Fireplace C IO CONS RUER 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 A$. $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ OW PLUMBING PERMIT Filing Fee 10.00 lV, Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE Gas piping system 1 - 5 outlets 5.00 SFO Duplex❑ Mobilehome❑ Other Building sewer 5.00 SPECIFY Mobile Home S G W 0.00ea TYPE OF WORK I New ❑ Addition ❑ Remodel ❑ Utilities ❑ Othe?�4 Permit Fee $ nlnssttalllation❑ Describe work:,��—TT���� ���C�' Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6OOV OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW NEW CONST. DWELLINGoCCUI.a\ +/z2sgft 1 declare under penalty of perjury (check one): X OR ADDNS. ACC. BLOGS. / NEW CONSTR TI.OUTLET 2,50 ea I am licensed under provisions of Chapt. 9, Div. 3 of the Business NO N.R ESID .BRANCH CIRC ITS POWER APPARATUS 6\ and Professions Code and my license is in full forceand effect. SINGLE OUTLET CIR. I License No. � Classification e-114 Ex. Occup OUTLETS OR FIXTURES .ALO 30 I, as the owner, or my employees with wages as their sole compen- FIXED ALNS❑ ' EX. Occup. OUTLETSP(RESID.)REA.) 2.00 sation, will do the work,and the structure is not intended or offered Temporary service 10.00 for sale. (Sec. 7044) Mobile Home Facilities 15.00 ❑ I, as the owner, am exclusively contracting with licensed contract- Misc. Wiring 15.00 ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): MECHANICAL PERMIT Filing Fee 10.00 ❑ The permit is for $100.00 (valuation) or less. Heating 2-d 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. Cooling ❑ I shall not employ any person in any manner so as to become subject Hood 3.00 to the W. C. laws of California. Ventilation F. Notice to Applicant: If after making this statement,should you become subject penult Fee $ to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor I certify that I have read this application and state that the above information Mobile Home Installation Fee $ Energy Inspection Fee $ 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. TOTAL PERMIT FEE $ I also agree to save, indemnify and keep harmless the County of Butte against Occup. CONST.TYPZJ PARCEL PD ND 39UE all liabilities, dg nts, costs, and expenses which may in any way accrue ISCHOOL17—LOOD1 agains aid ou In c sequence the granting of this permit. This permit is hereby issued under the applicable provi- r%GSOP X �- Date sions of the Butte County Code and/or resolutions to do Signature of Applicant — Owner ❑ Contractor.® Agent ❑ work Indicaabove or which fees have been paid. An OSHA permit is required for excavations over 5'0" deep and demolition or construct- D11 E OF PUBLIC WORKS ion of structures over 3 stories in height. B DateVted �/� Z0 �� Receipt No. WHITE-D.P.W.. YELLOW -ASS Ee SOR. PINK -INSPECTOR. GOLDENROD -APPLICANT P MIT P ES Date J ADDITION WORKSHEET Page 1 ADD Project Title.......... The Belanti Addition Date..06/03/03 16:02:53 Prgject Address........ Michael Way ******* - - Chico *v6.01* Documentation Author... Marty Runnells ******* Bui ing Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Fie Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 by Enercomp, Inc. MICROPAS6 v6.01 File-02287EX Program -ADDITIONS User#-MP1333 User -Energy Calculation Servic Run -2232 SF Existing+Addition ADDITION/ALTERATION WORKSHEET - COMPUTER PERFORMANCE EXISTING File Name .................. 02287EX - 1635 SF Existing Res. Conditioned Floor Area..... 1635 sf Standard Design Energy Use. 37.79 kBtu/sf-yr Proposed Design Energy Use. 98.55 kBtu/sf-yr NEW (EXISTING PLUS ADDITION/ALTERATION) File Name .................. 02287ADD - 2232 SF Existing+Addition Conditioned Floor Area..... 2232 sf Standard Design Energy Use. 37.34 kBtu/sf-yr Proposed Design Energy Use. 79.82 kBtu/sf-yr FLOOR AREA RATIO Floor Existing New Area Floor Area Floor Area Ratio 1635 / 2232 = 0.733 DESIGN ENERGY USE FOR NEW (EXISTING PLUS ADDITION/ALTERATION) Floor Addition/ New Area Existing Existing Alteration Standard Ratio Proposed Standard Design 37.34 + 0.733 x ( 98.55 - 37.79) = 81.85 Note: If (Existing Proposed - Existing Standard) is negative, this difference is set to zero. ADDITION/ALTERATION ENERGY USE SUMMARY Addition/ Energy Use Alteration Proposed Compliance (kBtu/sf-yr) Design Design Margin New .................... 81.85 79.82 2.03 FF* ** Addition/Alteration complies with Computer Performance *** BUTTE COUNTY BUILD"ING" DEPARTMENT CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R 1 The Belanti Addition Date..06/03/03 16:02:53 Project. I e.......... Project Address........ Michael Way *v6.01* Chico Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Fie Check[ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-02287ADD Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2232 SF Existing+Addition GENERAL INFORMATION Conditioned Floor Area..... 2232 sf Single Family Detached Building Type .............. Construction Type ......... Existing Plus Addition Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Stories.......... Floor Construction Type.... 1 Slab On Grade Glazing Percentage......... Glazing U -factor... 10 % of floor area 0.62 Btu/hr-sf-F Average Average Glazing SHGC....... 0.53 Average Ceiling Height...... 8.3 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments Wall n/a R-13 R-n/a R-13 0.088 BACK,FRIGHT LEFT Wall n/a R-0 R-n/a R-0 0.386 PLAN FRONT, LEFT BACK, RIGHT TO GARAGE Door n/a R-0 R-n/a R-0 0.330 ENTRY, TO GARAGE Roof n/a R-19 R-n/a R-19 0.049 TO ATTIC Roof n/a R-n/a R-n/a R-0 0.076 TO ATTIC SlabEdge n/a R-0 R-n/a F2=0.760 TO EXTERIOR SlabEdge n/a R-0 R-n/a F2=0.500 TO EXTERIOR FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Standard None Window Front (E) 16.0 0.400 0.400 Standard Standard None Window Front (E) 16.0 0.400 0.400 Standard Standard None *Window Front (E) 20.0 0.400 0.400 Standard P/JVd �a"d None Window Left (S) 16.0 0.400 0.400 Stam 77Z None Window Back (W) 12.0 0.400 0.400 Stan None ,Window Left (SW) 8.0 0.400 0.400 Standa d d None Window Back (W) 16.0 0.400 0.400 Stand None Window Back (W) 16.0 0.400 0.400 Standa0.550 0.650 StandardL, None Door Back (W) 37.0 6.0 0.400 0.400 Standard S None Window Back (W) 1 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... The Belanti Addition Date..06/03/03 16:02:53 FUMICROPAS6 v6.01 File-02287ADD Wth-CTZ11S92 Program -FORM CF -1R ser#-MP1333 User -Energy Calculation Servic Run -2232 SF Existing+Addition FENESTRATION SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field._inspection,_, -a._.... _ - A-'µ`""" ater external blanket on Gas Storage andatory Measures requsre.a R-12 or gne �. Water Heaters withEnergy Factors less,than REMARKS All unknown energy values for the existing resid from table 7-3; default assumptions for existin s before 1978. A oft Over - Area U- Interior Exterior hang/ Fins Orientation (sf) Factor SHGC Shading Shading Window Back (W) 6.0 1.280 0.800 Standard Standard Standard Standard None None Window Back (W) 40.0 1.0 1.280 0.800 0.940 0.730 None None None Skylight Horz Skylight Horz 1.0 0.940 0.730 None None None None None Skylight Horz 1.0 1.0 0.940 0.730 None 0.940 0.730 None None None Skylight Horz SLAB SURFACES Area Slab Type (sf) Standard Slab 1635 Standard Slab 597 HVAC SYSTEMS Refrigerant Duct Tested ACCA Duct Manual Thermostat Equipment Minimum Charge and Duct Efficiency Airflow Location R -value Leakage D Type Type Gas 0.750 AFUE n/a Attic R-2.1 R-2.1 No No No No Setback Setback ACSplit 8.00 SEER Attic R-4.2 Attic No No Setback Gas 0.750 8.00 AFUE SEER n/ No Attic R-4.2 No No No Setback ACSplit WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Gas Standard 1 .525 50 _ R-12 Storage SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field._inspection,_, -a._.... _ - A-'µ`""" ater external blanket on Gas Storage andatory Measures requsre.a R-12 or gne �. Water Heaters withEnergy Factors less,than REMARKS All unknown energy values for the existing resid from table 7-3; default assumptions for existin s before 1978. A oft CERTIFICATE OF COMPLIANCE: RESIDENTIAL The Belanti Addition Page 3 Date..Ub/u-'/u� CF -1R 16:02:53 Project Title.......... M CF -1R MIFCROPAS6 v6.01 File-02287ADDtServiclS92 Pr3grSF E�Risting+Addition User#-MP1333 User -Energy Calculation REMARKS metl framed ve Many of the existing single panyl framedawindows. Creditsisatakenen replaced with dual pa for this efficiency upgrade in these calculations. COMPLIANCE STATEMENT nce This certificate of compliance llstwitis e hTbtle-24g features Parts1 and p6rfofmathe com specifications needed to ply to California Code of Rcertificate has been signedsbyathens, and the adminitive individual nswith implement them. This cer overall design responsibiling lane totbesbuilt lincmultipleCorientations, submitted for a single bu g P Special Features any shading feature that is varied is indicated in the Modeling Assumptions section. _ DOCUMENTATION AUTHOR DESIGNER or OWNER Name.... Name.... Company. Company. Address. Address. Phone... Phone... License. Signed.. Signed.. ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. date Marty Runnells Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 ate Page 1 MF -1R MANDATORY MEASURES CHECKLIST: RESIDENTIAL Pa g The Belanti Addition Date..06/03/03 16:02:53 Project Title..••••• " ******* Project Address ........ Michael Way Chico *v6.01* Documentation Author... Marty Runnells ******* FBuailcLing Permit ttEnergy Calculation Services an C ec Date 1907 Mangrove Avenue, Suite E Chico, CA 95926 Fieicl Check/ Date 530-894-8466 Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-02287ADD Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2232 SF Existing+Addition st in se Note: Lowrise residentoflthelcomnlianceJapproachect to I husedandlemsrds mumarkedtawith hean measures regardless P asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of features notednthis shall beecklist is considerediby rallatparties ed into tas permit documents, thee f minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. ----- 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. Appliances 150(e): Installation of Fireplaces, Decorative Gas Ap p BUTT and Gas Logs " 1. Masonry and factory -built fireplaces have 9 f a. Closeable metal or glass door Plud b. Outside air intake with damper and controPJSP�,q " c. Flue damper and control pilots allowed.P&OVP'` 2. No continuous burning gas per,. Page 2 MF -1R MANDATORY MEASURES CHECKLIST: RESIDENTIAL Pa g Project Title.......... The Belanti Addition Date..06/03/03 16:02:53 7User MICROPAS6 v6.01 File-02287ADD Wth-CTZ11S92 Program -FORM MF -1R #-MP1333 User -Energy Calculation Servic Run -2232 SF Existing+Addition SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. -*150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC ed tona 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 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. d Equipment 114: Pool and Spa Heating Systems an 1. System is certified with 78% the efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. ' 2. System is installed with: eii�l WAIZ, a. At least 36 inches of pipe between f alln for future solar heating. i' UNTY b. Cover for outdoor pools or outdoor spas kr� 'I" .. . 3. Pool system has directional inlets and a. RW� pump time switch. 115: Gas-fired central furnaces, pool heaters, spa Umi household cooking appliances have no continuously burnn E' MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... The Belanti Addition Date..06/03/03 16:02:53 MICROPAS6 v6.01 File-02287ADD Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2232 SF Existing+Addition pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- er ment 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible �. lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures .e are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1 C -2R Addition Date..06/03/03 16:02:53 Project Title.......... The Belanti ******* Project Address........ Michael Way *v6.01* Chico ******* Building Permit Documentation Author... Marty Runnells Energy Calculation Services p an Check Date 1907 Mangrove Avenue, Suite E Chico, CA 95926 Field C ec Date 530-894-8466 Climate Zone........... 11Y p Inc. Compliance Method...... MICROPAS6 v6.01 for 2001 Standards b Enercom , RM CROPAS6 v6e01Enerle CalculaDiontServiclS92 Run-2232rSF EOxiistingR+Addition F­User4�MP1333 Us gY MICROPAS6 ENERGY USE SUMMARY GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 2232 sf Single Family Detached Existing Plus Addition Front Facing 90 deg (E) 1 1 ReducedYear Slab On Grade 2 18453 cf 2232 sf 10 % of floor area 0.62 Btu/hr-sf-F 0.53 8.3 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell CO "Zone Type (sf) (cf) Units itioned EXISTING • Residence 1635 13080 ADDITION Residence 597 5373 0.73 Yes 0.27 Yes Vent Vent Air thermostat Height Area Leakage Type (ft) (sf) Credit A Setbk� Id No Setback and No Standard Proposed Compliance Ey Use Energy nerg sf-y (kBtu32.82 Design Design Margin 16.65 -16.17 Space Heating.......... 8.51 34.82 -26.31 Space Cooling........ �� 12.18 12.18 0.00 Water Heating .......... Total 37.34 79.82 -42.48 *** Building does not comply with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 2232 sf Single Family Detached Existing Plus Addition Front Facing 90 deg (E) 1 1 ReducedYear Slab On Grade 2 18453 cf 2232 sf 10 % of floor area 0.62 Btu/hr-sf-F 0.53 8.3 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell CO "Zone Type (sf) (cf) Units itioned EXISTING • Residence 1635 13080 ADDITION Residence 597 5373 0.73 Yes 0.27 Yes Vent Vent Air thermostat Height Area Leakage Type (ft) (sf) Credit A Setbk� Id No Setback and No Page 2 C -2R COMPUTER METHOD SUMMARY Project Title.......... The Belanti Addition Date..06/03/03 16:02 :53 MICROPAS6 v6.01 File-02287ADD •Wth-CTZ11S92 Program -FORM C -g+ User#-MP1333 User -Energy Calculation Servic Run -2232 SF Existing+Addition OPAQUE SURFACES Area U- Insu1 Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments EXISTING - ExistingPLAN FRONT 2 Wall 364 0.386 0 90 90 Yes None ENTRY 3 Door 20 0.330 0 90 90 Yes None LEFT 5 Wall 40 0.386 0 180 90 Yes None BACK 8 Wall 98 0.386 0 270 90 Yes None RIGHT 10 Wall 136 0.386 0 0 90 Yes None. RIRIGARAGE 11 Wall 246 0.386 0 0 90 No None TO TO GARAGE 12 Door 18 0.330 0 0 90 No None TO ATTIC 14 Roof 1597 0.076 0 n/a 0 Yes None ADDITION - NewPLAN FRONT 1 Wall 50 0.088 13 90 90 Yes None LEFT 4 Wall 279 0.088 13 180 90 Yes None BACK 6 Wall 261 0.088 13 270 90 Yes None BACK 7 Wall 19 0.088 13 225 90 Yes None RIGHT 9 Wall 129 0.088 13 0 90 Yes None TO ATTIC 13 Roof 643 0.049 19 n/a 0 Yes None PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments - EXISTING - Existing No TO EXTERIOR 16 SlabEdge 74 0.760 R-0 No TO EXTERIOR 17 SlabEdge 32 0.500 R-0 ADDITION - New No TO EXTERIOR 15 SlabEdge 98 0.760 R-0 FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC YP / EXISTING - Existing 1 Window Front (E) 16.0 0.400 0.400 90 90 Standard/0.76 Standard 0.68 2 Window Front (E) 16.0 0.4000 0.400 0.800 270 90 Standard/0.76 Standard/0.688 11 Window Back (W) o go Standard/0.76 Standard/0.68 6.0 1.28 12 Window Back (W) 40'0 1.280 0.940 0.8030 270 90 90 None/1rd/0.76 None/1rd 0. 13 Skylight Horz 1.0 None/1 14 Skylight Horz 1.0 0.940 0.730 90 0 None/1 None/1 15 Skylight Horz 1.0 0.940 0.730 90 0 None/1 None/1 16 Skylight Horz 1.0 0.940 0.730 90 0 None/1 ADDITION - New 90 3 Window Front (E) 20.0 0.400 0.400 90 Standard/0..76 Standard 0.68 4 Window Left (S) 16.0 0.400 0.400 180 90 Standard/00:76 Standard/0.6688 :5 Window Back fW) 12.0 0.400 0.400 270 90 St Bard/0. 6 Window Left (SW) 8.0 0.400 0.400 225 90 St dard/0.68 7 Window Back (S 16.0 0.400 0.400 270 90 270 90 ,t and/0.68 8 Window Back (W) 16.0 0.400 0.400 270 90 a 0 �a /0.68 9 Door Back (W) 37.0 0.550 0.65 d/0.68 10 Window Back (W) 16.0 0.400 0.400 270 90 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The Belanti Addition Date..06/03/03 16:02:53 MICROPAv6.01 File-02287ADD Wth-CTZ11S92 Program -FORM C -2R FUser4-MP133S3' User-Energy Calculation Servic Run -2232 SF Existing+Addition SLAB SURFACES WATER HEATING SYSTEMS Tank Type Heater Type Distribution Type 1 Storage Gas Standard Number Tank in Energy Size System Factor (gal) 1 .525 50 SPECIAL FEATURES AND MODELING ASSUMPTIONS External Insulation R -value *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. R-12 Mandatory Measures require a R-12 or greater external blanket on Gas Storage Water Heaters with Energy Factors less than 0.58. REMARKS All unknown energy values for the existing residence are taken from table 7-3; default assumptions for existing buildings built before 1978. Many of the existing single pane, metal framed windows have been replaced with dual pane, vinyl framed windows. Credit is taken for this efficiency upgrade in these calculations. Area Slab Type (sf) EXISTING Standard Slab 1635 ADDITION Standard Slab 597 HVAC SYSTEMS Refrigerant Duct Tested Duct ACCA Manual Duct System Minimum Charge and Duct Efficiency Airflow Location R -value Leakage D Eff Type EXISTINGR-21 Gas 0.750 AFUE n/a Attic . No No No 0.664 0.578 ACSplit 8.00 SEER No Attic R-2.1 No ADDITIONR-42 Gas 0.750 AFUE n/a Attic . No No No 0.737 0.645 ACSplit 8.00 SEER No Attic R-4.2 No WATER HEATING SYSTEMS Tank Type Heater Type Distribution Type 1 Storage Gas Standard Number Tank in Energy Size System Factor (gal) 1 .525 50 SPECIAL FEATURES AND MODELING ASSUMPTIONS External Insulation R -value *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. R-12 Mandatory Measures require a R-12 or greater external blanket on Gas Storage Water Heaters with Energy Factors less than 0.58. REMARKS All unknown energy values for the existing residence are taken from table 7-3; default assumptions for existing buildings built before 1978. Many of the existing single pane, metal framed windows have been replaced with dual pane, vinyl framed windows. Credit is taken for this efficiency upgrade in these calculations. P HVAC SIZING age 1 HVAC The Belanti Addition Date..06/03/03 16:02:53 Project Title.......... ******* Project Address........ Michael Way Chico *v6.01* ******* Documentation Author... Marty Runnells Buiing Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Fie Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. FMICROPAS6 v6.01 File-02287ADD Wth-CTZ11S92 Program -HVAC SIZING UserO-MP1333 User -Energy Calculation Servic Run -2232 SF Existing+Addition 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 2232 sf 18453 cf Front Facing 90 deg (E) 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 Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar.................... Infiltration ..................... Internal Gain .................... Ducts........................ Sensible Load .................... Latent Load ...................... Heating (Btuh) Cooling (Btuh) 30871 15169 5908 3297 n/a 8755 11669 3834 n/a 1697 4845 3275 53292 36028 n/a 7206 Minimum Total Load 53292 43234 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Page 2 HVAC HVAC SIZING Project Title.......... The Bela Addition Date..06/03/03 16:02:5 MICROPAS6 v6.01 File-02287ADD Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2232 SF Existing+Addition HEATING AND COOLING LOAD SUMMARY BY ZONE ZONE 'EXISTING' 1635 sf Floor Area ....................... 13080 cf Volume ........................... Heating Cooling (Btuh) (Btuh) Description Opaque Conduction and Solar ...... 23537 12346 3244 1811 Glazing Conduction........ ...••• n/a 4024 Glazing Solar .................... 8271 2718 Infiltration ..................... n/a 1697 Internal Gain .................... 3505 2260 Ducts............................ 38558 24855 Sensible Load .................... n/a 4971 Latent Load ...................... Minimum Zone Load 38558 29827 ZONE 'ADDITION' 597 sf FloorArea ....................... 5373 cf Volume ........................... Heating Cooling (Btuh) (Btuh) Description Opaque Conduction and Solar...... 7334 2823 1487664 2664 Glazing Conduction ..............• n/a 4731 Glazing Solar .................... 3398 1116 Infiltration ..................... n/a 0 Internal Gain .................... 1340 1016 Ducts............................ 14735 11173 Sensible Load ................... n/a 2235 Latent Load ...................... Minimum Zone Load 14735 13407 COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... The Belanti Addition Date..06/03/03 16:02:07 Project Address........ Michael Way ******* Chico *v6.01* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Fie C ec Date Climate Zone........... 11 rr.-- MAt-hnA MTrRnPAS6 v6.01 for 2001 Standards by Enercomp, -Inc. MICROPAS6 v6.01 File-02287EX Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1635 SF Existing Res. MICROPAS6 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 15.39 41.59 -26.20 Space Cooling.......... 7.54 42.10 -34.56 Water Heating.......... 14.86 14.86 0.00 Total 37.79 98.55 -60.76 *** Building does not comply with Computer Performance *** -Zone Type EXISTING Residence GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type . Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 1635 sf Single Family Detached Existing Front Facing 90 deg (E) 1 1 ReducedYear Slab On Grade 1 13080 cf 1635 sf 10.1 % of floor area 1.28 Btu/hr-sf-F 0.8 8 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit 1635 13080 1.00 Yes Setback BUTTE. ;: T d No BUILDING A t , , ;, COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... The Bela nti Addition Date..06/03/03 16:02:07 MICROPAS6 v6.01 File-02287EX Wth-CTZ11S92 Program -FORM C -2R User4-MP1333 User -Energy Calculation Servic Run -1635 SF Existing Res. OPAQUE SURFACES PERIMETER LOSSES Form 3 Location/ Reference Comments None Area U- Insul Act Solar Surface (sf) factor R-val Azm Tilt Gains EXISTING Wall 1 Wal — Existing 364 0.386 0 90 90 Yes 2 Door 20 0.330 0 90 90 Yes 3 Wall 218 0.386 0 180 90 Yes 4 Wall 305 0.386 0 270 90 Yes 5 Wall 136 0.386 0 0 90 Yes 6 Wall 246 0.386 0 0 90 No 7 Door 18 0.330 0 0 90 No PERIMETER LOSSES Form 3 Location/ Reference Comments None PLAN FRONT None ENTRY None LEFT None BACK None RIGHT None TO GARAGE None TO GARAGE Length (ft) F2 Factor Insul R-val Solar Gains Location/Comments Surface U- Act EXISTING - Existing 8 S1abEdge 133 0.760 R-0 No TO EXTERIOR 9 SlabEdge 32 0.500 R-0 No TO EXTERIOR FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Type/SHGC Orientation (sf) factor SHGC Azm Tilt Type/SHGC EXISTING - 1 Window Existing Front (E) 16.0 1.280 0.800 90 90 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 2 Window Front (E) (S) 16.0 6.0 1.280 1.280 0.800 0.800 90 180 90 90 Standard/0.76 Standard/0.68 3 4 Window Window Left Back (W) 40.0 1.280 0.800 270 90 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 5 5Window Window Back (W) (W) 9.0 16.0 1.280 1.280 0.800 0.800 270 270 90 90 Standard/0.76 Standard/0.68 7 Window Back Back (W) 16.0 1.280 0.800 270 90 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 8 Window Ba (W) 46.0 1.280 0 0.800 270 270 90 90 Standard/0.76 Standard/0.68 9 Window Back SLAB SURFACES Area Slab Type (sf) EXISTING Standard Slab 1635 COUNTYBUTTE Y BUILDITNG a COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The Belanti Addition Date..06/03/03 16:02:07 MICROPAS6 v6.01 File-02287EX Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1635 SF Existing Res. System Type EXISTING HVAC SYSTEMS Refrigerant Minimum Charge and Duct Efficiency Airflow Location Tested Duct Duct R -value Leakage ACCA Manual Duct D Eff Gas 0.750 AFUE n/a Attic R-2.1 No No 0.664 ACSplit 8.00 SEER No Attic R-2.1 No No 0.578 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 .525 50 R-12 SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** • *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** Mandatory Measures require a R-12 or greater external blanket on Gas Storage Water Heaters with Energy Factors less than 0.58. REMARKS All unknown energy values for the existing residence are taken from table 7-3; default assumptions for existing buildings built before 1978. Many of the existing single pane, metal framed windows have been replaced with dual pane, vinyl framed windows. Credit is taken for this efficiency upgrade in these calculations. J BUTTE OU'utay R I I i a l® .__�--__. _- 1�� ___ .. �__-_--_.�__.—_`_ - -.._-__'ierr�ury.Yra.�Y�t.IM[.w�:vMMWM.M!•'q G i it r I , � i b s P l t 64 Jli .^./ M it �r.''A� .! .r.. � i � � �' fir', •; (' y • Q' ( '"'" `� _ 1I � w.r+.ur•r d' .A fi'�'t'f9Mn., ..... g�� � � O/ 'wry �'� f� �� I J _ - - �--..�......ri.l.^.r. '�' f �GN1 �� `• � •=---...... 0 GO MEN RE �V)c It rcj V; t � � art I �` � • 0 � �" •c:�� r �+.��� � ��� SII � °° � ; a� a� ' •kj` d t i :> fi •at 1 r' 5 M 3' { a & ' "• G, V & SCS :0 ups- MID -r coo ' civ I ILe mem .p 1 MARK SHEATHING: EDGE SILL ATTACHMENT 'A35'S' SPECIAL NAIL 5 LOOR MUDSILL CONSTRUCTION: lYr S APA RATED SIDING 16d SINKER 1/2" x 1.0" A.B. - NONE NOTES: 1. ALL UNSUPPORTED PANEL EEl7GES >HALL BE BLOCKED.. 3 2.8d COMMON NAILS SHALL HAVE A MINIMUM DIAMETER OF 0.131" AND LEEN67Fi OF 2 ./2". + 3. ALL FIELD NAILING SHALL U,SEE THE SAME NA(,L SIZE PER EWE NAILING AND BE12" O.C. t 4. ALL MUDSILL ANCHORS SHAILL HAVE SIMPSI rP!/7 WASHERS 1'YP. a rrrrrrr rr (, /+ ,nrarr+rtrri� .. D . 131110 . i CO i APPROVED r wri �l? i . ,`vv � I V,,Ir ������v� W�CU Gt%!T � �nj�✓ r''t.�. � '� �iG►��7�r(/� c fr V, 6-A iOlooN �tw Ir . k Z.4 APPROVED BY: �'' DRAWN BY DATEy.. Q F I REVISED V ,,�,�,�.� • 0tip >,>,•�,�dc..A.-F c7ooN DRP:WI'�G NUMBER t __. __ L ..._.. ._...... _.__ -__ �J�l_. i - ___ _ _.. _ _. _- ___ __.____._._. _._ _. - __ I j � i --� - - L-''--- _1.- - --_ i �--� ---�- _ __ D� -��iz