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Home My WebLink About039-360-116NOTES RESIDENTIAL 03ck-31po -! 110 . PERMIT Nn_. -r--- ! O t` AUER, R.A1.1.111 IZ,� I-07-ORCRARD WAY, CHiCO - h y CONT: ROBERT HILL & ASSOC POOL MASTER 506-011 f f f t tY �i i y i i� �t r 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY JOB FINALED (Date) Signature ��/:"""� Date 4 O 0 = Not OK . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed 5. Electricity; Location-Clearances-Grnd-/ 6. Gas; Location -Test-Wrap;-/ P' L -ft. / P Nat. or/ P' L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Card B-1 Date Card B-1 Card B-1 Date Card B-1 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 Appro 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Card B-1 Date Card B-1 Card B-1 Date Card B-1 PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 40 ' MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings I 1 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Car B-1 Date Card B-1 Date POO (Plans) OK except #'s 3. S backs -Easements Soils; Compaction -Structure Stability Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Ele .; Enclosures; Conduit Entries -Terminals -Listed lec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. P mb.; Cir. Test -Water Supply Test ff 1 . Li tit Niche nclosure; Fencing -Alarms Date Date and B-1 Date Card B-1 and B-1 Date Card B-1 O/L ! lj 11VW1y !/ L f� J=OK 0 = Not OK - = Not Appficable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel- Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Date FRAMING (Continued) 15. Access & Ventilation 48. 16. Insulation Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffle Date Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions Card B-1 Date Card B-1 Date 53. Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 55. 17. Water Htr.; Vent -Access -Combustion Air Baffle Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 18. Water Pipe; Test & Anchor -Nail Protection 58. 19. D.W.V.; Test Fittings & Anchor -Nail Protection Glazing Area -Glass Protection -Skylights -Plastic 20. Shower Pan; Test, First Floor -Tub Access Energy Compliance Certificate -Other Certificates 21. Test Tub & Shower, Second Floor -Tub Access 74. Elec. Outlets & Receptacles at Kit. Counter 22. Gas Pipe; Sixe & Anchors Card B-1 Date Card B-1 23. Fire Sprinkler; Test 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Card B-1 Date Card B-1 78. Plb.; Elec. & Mech. Equip. Listed for Location Date 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffle 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 61. Brace Interior/Exterior Wall Panels -11 valva 62. Insulation -Walls -Ceilings Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 63. Infiltration -Walls -Windows Clearance Looked under Floor O Yes Date Card B-1 Date Card B-1 Following Instld./Drive O Yes U No/Walks 0 Yes ❑ No/Planters 0 Yes O No Date Card B-1 Date Card B-1 Stucco Brown -Finish Date FINAL (Plans) OK except #'s A.C. Unit Disconnect, Electrical -Plumbing 64. Ext. Steps -Door & Sidelight Protection -Landings Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 65. Smoke Detector Water Well, Disconnect, Electrical, Plumbing 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Exterior Elec. Trim, G.F.I. Receptacle -Underground 67. Bedroom Exiting Ventilation Throughout House 68. G.F.I. & Bath Fixtures & Tub Access -Spa Glass Protection 69. Elec. Trim & Subpanel, Breaker Sizes & Labels Corrections from Previous Inspections 70. Stairs & Rails Gas Test -Meters Tagged, Gas -Electric 71. Fireplace or Stove, Clearance -Hearth Water & Sewer Connected -C/O to Grade -HD Approval 72. Elec. Outlets at Wood Panel, Int. & Ext. Energy Compliance Certificate -Other Certificates 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance Address Posted 74. Elec. Outlets & Receptacles at Kit. Counter Fire Sprinkler 75. Garage Fire Door; Swing -Landing -Closure Card B-1 Date Card B-1 76. A.C. Duct in Garage -Damper Card B-1 Date Card B-1 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Card B-1 Date Card B-1 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic -11 valva 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor O Yes 83. Following Instld./Drive O Yes U No/Walks 0 Yes ❑ No/Planters 0 Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.net\dds 0 025q -N90- t t to PERMIT NO. BP043095 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 11/22/2004 APN: 039-360-074-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: 31%46 Site Address: 12.5YORCHARD WAY CHI Date: LI%ZL� Contractor. 17%.a kA -g,, Map Index: Description: GUNITE POOL MSTR #506-01 p . OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: AUER RALPH GUNTER 8 WENDY MARIE permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 1267 ORCHARD WAY the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or CHICO, CA she is exempt therefrom and the basis for the alleged exemption. Any 95928 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 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 (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: HILL $ ASSOCIATES, ROBERT T. such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 199 E. SHASTA AVE sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of CHICO, CA 95973 proving that he or she did not build or improve for the purpose of 530-891-4280 sale.). RHill@Sunset.net ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: HILL & ASSOCIATES, ROBERT T. pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code 199 E. SHASTA AVE CHICO, CA 95973 Date: Owner: 530-891-4280 . RHill@Sunset.net WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 377409 ❑ 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. Architect: 1 have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: <y�y� Total Square Ft: 0 S. F. Valuation: $0.00 Policy 7Z-0,Jl ❑ 1 certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the 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 forthwith comply with those provisions. Date: Z 4 �— Applicant.- WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in`Section'3706"of-the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Coda anryor I hereby affirm that there is a construction lending agency for the Resoluti ns to do work inSkpateckbovvrbr which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) %S ev Name: B J)(D_ate: (J Address: PERMIT EXPIRES ON: �/�/ Date jf ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health 8 Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substanc any official form or document of Butte County. I hereby authorize represe fives of ButteCouun�ty to enter upon the above mentioned property for inspection purp e . Print Name: IfGe,Z,_ Y�cu/1 Signature: Date: f 1944 O Owner ❑ Contractor 0 Agent for Owner -Iff'Agent for Contractor 13 /VT�'�. BUTTE COUNTY o c DEPARTMENT OF DEVELOPMENT SERVICES O G BUILDING PERMIT APPLICATION C AND SUBMITTAL REQUIREMENTS -� H. - O 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 cO U Nay A FEE WLLL BE REO U12ZED AT TIME OF APPLICATION **PLEASE PRINT CLEARLY** APPLICANT NAME OWNER Last Name g�cn�l ht • d � T�- ust Name Address [14-i Q$L iA4" W CityState State 04, 'CA. Zip QST Phone Fax Fax Email Lic. # ?7 2 APPLICANT NAME CONTRACTOR Name g�cn�l ht • d � T�- Address Cott T 6'W" ft- A -<- city Geo State 04, Zip VT?Z Phone ��li-4 ZSd Fax E-mail Map Book Lic. # ?7 2 Claks APPLICANT NAME ARCHITECTIENGINEER Name City Address Zip City Fax State Zip Phone Typd Const Fax E-mail Map Book State License Number APPLICANT NAME Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X For office use only: LOCATION Zoning .. Flood Zone SRA Yes Occ. Typd Const Subdivision Name Policy Number Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. :a BIN # 2Description or Scope of Work: 0c) H5 F rz 57,0 e" Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: t -f Amount "7- 4_�- Bldg Receipt IP 41--2468 (Date:c4- SRA Sheriff SMIP Other !L47- *--2- Total LOCATION AP# 0 3a - 3r�o0 - o -id- Property Address C'rty Cross Street WORKER'S COMPENSATION Policy Number 27 Z Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address 2Description or Scope of Work: 0c) H5 F rz 57,0 e" Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: t -f Amount "7- 4_�- Bldg Receipt IP 41--2468 (Date:c4- SRA Sheriff SMIP Other !L47- *--2- Total SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BEACCEPTED. ALL PLANS MUST BE LEGIBLEAND /N INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxesl ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fid plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site 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 (if required). D 12. Hazardous Material Form (for Commercial Buildings only). 1 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) :1 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioners office (if required). 1 2. Impact Fees. 1 3. California Department of Forestry plan approval (if required). 1 4. NPDES Form. :1 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). 7 6. Contractors license information. (Number, Name Style, Classification). 7 7. Workers Compensation Carrier and Policy Number. 7 8. Owner -Builder Verification (if required). 7 9. Letter of Signature authorization (if required). 1 10. Recorded copy of Agricultural Acknowledgment Statement. 1 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). F you have questions or would like additional information regarding this process, contact a Permit 1pplication Assistant at (530)538-7541. EXPIRATION OF APPLICATION pplications for which a permit has not been issued will expire one year after date of application. In order to renew action n an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS efunds can only be made upon written request by the person who paid the fee. The request must be made within two ?ars from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits sued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan Teck fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION FORMSSUILDING F0RMSXBId9APD1SubRamts.doc pn„e 7 „f'> COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: Aj-e-ia... ASSESSOR PARCEL NUMBER Proposed Building Use:�c o J. Counter Technician: °"" Date:�- Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other__ Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet ..............................: ❑ 22. City of Chico Plumbing permit........................................................................ ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. 24. Planning approval (A) Use: DtL(B)Parking: (C) Parcel Check:t l S ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... ❑ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization............................:.........:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement.. ........ ........ tatement...................... ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone OB4 r 4 -1 F3el�l and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date:Q- 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 the above data by ❑ phone, ❑ mail, ❑cunt r, bynt-Date: Plans reviewed by: Date: Plans approved by: �- Date : O Structural reviewed r. Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division TO: Building Department . FROM: Environmental Health SUBJECT: Sanitation Clearance 1, /�,r�l' Owner Plan Approved for: Sewage Disposal Clearance for dwelling. - Other Hold final for: Final clearance O.K. for: NOTE: E.H. use a s.v Fiat Plan Attached Floor Plan Attached no Sent to 8.0. 1 G7J� %1 ClM�.t/ Location Water Supply: ��3y -366 d7L� AP#9 Public Private Well ;- Environmentfl Health Specialist Date 8/96 92 PPRT��T ' a� OKI 6VTTF /0 o. �0 o 0 a 0 0 0 y0 CD U N'�% ' 70-01P tP1 y WO Department C o u n t y J. Michael Crump, Director of Public Works o f B u t t e LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 Natibnal Pollutant Discharge Elimination System '(NPDES) Phase II Construction Storm Water Permit and. Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 ' Project*Description: Auu/ LA4_:� Project Location and/or Parcel Number: 6 3 By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB I acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. •• I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: u Date: 104- Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 • Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING November 10, 2004 Attn: Casey .. 10 Landing Circle, Suite 5 Chico, CA 95973 Fax: 898-8599 Subject: Reconstruction of a nonconforming use Site Address: 1267 Orchard Way, Chico, CA 95928 Non -conforming uses in Butte County are governed by Butte County Code Sections 24- 35 though 24-35.55 inclusive. These sections of the codeprovide for the replacement of a nonconforming use subject to the requirements contained therein. This applies to all nonconforming uses in Butte County. The applicable sections of the Butte County Code may be found on the Butte County Department of Development Services website at www.buttecounty.net/dds, proceed to the "Online General Ordinances" link. If you have any specific questions please feel free to contact my office. Sincerely Yours, i Stephen Streeter Planning Manager SITE PLAN REVIEW APPLICATION Date: 11115-10 AP# 0 37-3(e 0 --Q 7 y Permit Number (if applicable) d q -3a?S APPLICANT INFORMATION Owners Name: /&&A Owners Address: Telephone No.: Situs Address: Proposed Use: 0 Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home [�Residential Accessory P0� ] Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): Parcel Size: ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By J� _ /'./l Date /� o Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) Watershed Protection Overlay Zone (See attached standards and requirements) //� Expansive Soils (Test for expansive soils and if verified proper foundation design required) mklli ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) o Flood Zone: x 1 Flood Panel No.: %o0 7C0SOSC Index Date: C0�g�� ov ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ti ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: V-1 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. 21 Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front o� Side J�•-1 Side Street Rear S— Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. 21 Page 2 of 5 Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other 4 Amount ;Formula i -------------------------------------------------------------------------------------------------------------------- Subdivision.Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By II Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards. for Peed Cre ion:❑ No ❑ Yes n Comments: ��l /J t'550" AAA S D r,, It ,/ Al, ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 If Subdivision Map/Parcel Map: Map Date of Recording: Lot: / X ��p Book: ip Page: l0 s ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean AirAct of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall: be taken to control fugitive dust' emissions from all driveway and other civil construction associated with residential development..! Approved dust control. measures are found in the fugitive dust control plansfor the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa IMI Page 4 of 5 C. 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:\LarrysU3uildina Permit Site Plan Reviewl.doc Page 5 of 5 Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538.7785 Facsimile ADIVIINISTRATION * BUILDING * GIS * PLANNING November 15, 2004 Ralph Auer 1267 Orchard Way Chico, CA 95928 Subject: APN — 03.9-360-074 Dear Mr. Auer, The Butte County Department of Development Services, Planning Department, 'has reviewed the submitted Building Permit Application 04-3095 for a pool, and has found your application in . compliance with the established planning criteria. The site plan you submitted meets the setback requirements for your zone as well as applicable map or use permit conditions. The Permit Application has now been forwarded to the Building Division for their consideration and action. Should you have any questions please feel free to contact me between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7601. Since ely, a Adler Assistant Planner 4 i IN I A t. qw) v4 .11. .1 '4 41 771-7 A 1. T L' x ;4 A .4 NOTES RESIDEhIL PERMIT NO. _.m3 -160,116 �' ` r �� . 04-0216 _. SAVER t + 1265.ORCHARD,WAY;�CHICO « Cont:,OWNER ANSI /ATT GARAG_ E W *' " ' a : ' s SPECIAL CONDITIONS _- CHECKED BY SRA FLOOD CERTIFICATE REQ. +: FIRE SPRINKLERS REQ. $i SPECIAL INSPECTION ITEMS �. VERIFY USE PERMIT CONDITIONS � SUB -STANDARD HOUSING LETTER y ' DETACH FOR SERVING UTILITY AddressDR�, ' '-�[tii`!C;R''.•AZiL1R►R'14V - ti. il..r�i LYY l:C�-+' -..A - GAS Meter By Date f j r ELECTRIC Meter By Dat it a: JOB FINALED (Date) - Q� ' '` Signature100JI � .�„ .. - �� J11 �. Y.' ---fes _. ,. _��.. �.w. � .�..... a. � i - 1 a •�, - J=OK 0 = Not OK . = NotReadyable 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Wood Awn.; Posts- Beams- Rftrs-Connectors 2. Soils; Special MH Support Sketch 5. 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./ P 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 Date Card B-1 - Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line . 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity. Tagged 9. Exits 10. License Decals 11. Verify #'s with Office 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- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.;.Steps- Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, 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 Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card 8-1 Date Card B-1 r� J=OK 0 = Not - =NotAApplicable ' RESIDENTIAL (Single & Duplex) p . = Not Ready Date UbOERFLOOR (Plans) OK except #'s j2l F Main; Soils-Elec. Grnd.-/ RCL' Ftg. Depth , Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth tg. Porches & Decks; Soils -Steel-/ /" Ftg. Depth T. S14mwalls, Main; Steel-Blockouts-Wrapped AX) foto. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. P s -Fire !ace Ftg.-Steel 3 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. ElectEiG- Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 1 . Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 44 Date 7ard C B-1 Date Card B-1 Date- Care Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18 er Pipe; Test & Anchor -Nail Protection ` 1 .W.V.; Test Fittings & Anchor -Nail Protection .o 2JK Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors - 23. Fire Sprinkler: Test Date 0 jr/O-lCard B-1 IV Date Card B-1 Date Card B-1 ' Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 2 I . Receptacles Spacing -Lights & Switches at Doors 2� )ze Boxes & No. of Conductors Stapled 27 P,efnex Installed Close to Edge of Studs & C.J. 2 quip. Ground made up w/Mech Fasteners -Bond Gas & Water 29X Appliance Circuits in Kitchen & nductor Size GFI Subfeed Wire Size/ /2a. Cu C. Wire Size/ /ga Cu or Al 31. Range Circle/ 4,/ga4W6r AI -Oven Circ. / /ga Cu or At Insulated Neutra! ❑V'es O No 32/Service-Riser Conductors & Ground Main Disconnect 33- Equip. Clearances Panels-Motors-Mech. Equip. 34 -Clothes Closet Light -Shower Light -Spa Light 3e.Smoke Detector Date 0 -a Card B-1 Date Card B-1 Date fCard B-1 Date Card B-1 Date MEC ANICAL (Permit) OK except #'s 3 .C. Ducts Insulation & Support 3 Ynt Fan, Exhaust above insulation 38y9ondensate Drain & Overflow, Size & Grade 3Q/Furnace-vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date l� Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 4 Sills Proper Materials & Anchors Palls Studs -Nailing Spacing & Braces -Plates -Sound Fearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) 4% Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 4 eaders & Beams -Size & Bearing 61 Date FR MING (Continued) ! 4 . Hangers -Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 4 . Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50/ Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles / Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 519. Garage Fire Protection Framing -RC Channel 53, Property Line Firewall & Openings 54 Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 5,r Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 5'6.,, Plywood on Roof Overhang -Attic Vents -Rafter Outriqqers 57/Siding-Nailing Veneer WSW= Mesh -Drip Screed -Fd. Vents-Underflr. Access 0" 60! Shear Walls; Nailifig-Bolts/ ,its✓ —� 61. 13race Interior/Exterior YV611 Panels 63. Infiltration -Walls -Windows Date rG',✓ Card B-1 I j Date Card B-1 Date 1 D o Card B-1 Date Card B-1 Date FINAI.(Plans) K except #'s 4. Ext. Steps -Door & Sidelight Protection -Landings K. Furnace Vents -clearance -Comb, Air-Connector- _,00hy"Garage; Above Floor-Ducts-Mech. Protection 67. Bedr m Exiting 68. .I. & Bath Fixtures & Tub Access -Spa Trim & Subpanel, Breaker Sizes & Labels Stairs & Rails 7}r -Fireplace or Stove, Clearance -Hearth 7�rElec. Outlets at Wood Panel, Int. & Ext. 73�. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74.aec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 7�.C. Duct in Garage -Damper 77,.,Wr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78,iPt -, Elec. & Mech. Equip. Listed for Location 75YErc. Receptacles in Garage (F.F.I.)-Romex Protection 8 sulation-Foam-Looked in Attic 810 :�jard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Craw! Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor ❑ Yes Followin Instld./Drive O Yes ❑ No/Walks O Yes O No/Planters O Yes Cl No Stucco Brown -Finish BC. Unit Disconnect, Electrical -Plumbing 8�/ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings -WWaFer Well, Disconnect, Electrical, Plumbing 8. erior Elec. Trim, G.F.I. Receptacle -Underground ntilation Throughout House P16 Glass Protection 9 Corr tions from Previous Inspections 92. as Test -Meters Tagged, Gas -Electric slater & Sewer Connected -C/O to Grade -HD Approval l,00efiergy Compliance Certificate -Other Certificates 5. dress Posted er Date '��S Card B-1 Date Card B-1 Date I I Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING'DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754. ~ PERMIT NO. (Rev. 12/96) " 2` - APPLICATION AND PERMITIi ASSESSOR PARCEL NUMBERG"2 10-1 , / ZONING BUILDING PERMIT OWNER% .` H Lt \� 'TE°�"E ��' FT. OCC.; B/UI/LDING/ VALUATION `''1) 'W�5[-�� MAIUNG ADDiiESS /y1 C .l � (. � �i P ,? �1SO, rr t�t 1 1 /�K l�^�-- CONTRAC'S ,NAME ^ TEL /� y - ,•,�� '- �( CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation L-A— ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ � CN ARCHITECT OR ENGINEERS MAILING ADDRESS _ Plan CheckingFee $ / I • C -j BUILDING ADDRESS 1. l '!� , Energy Plan Checking Fee $ �„ r_ PERMIT FEE LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap n 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent ! 15.00 { TYPE OF WORK Newer Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets , 15.00 j Building sewer ( 15.00 I' j Mobile Home S GW @20.00 PERMIT FEE $ ELECTRICAL PERMIT I Filing Feel 20.00 Main Service ".OA OR LESLEsSs `I 23.00 200A OR LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Lawfor the following reason: tt] I, as owner of the property, or my employees with wages as their sole compensation, 1AJ will do the work, and the structure is not intended or offered for sale. Wf I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46,00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. a Acc. BUDS. 3.50F . J p o�10T' MULTI.OU CUI @7,50 TS POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR PD(TURES B20 @ 1.00 Ex. Occu .GFlxur E'A A oEA. 5.00 Temporary Service 23.00 L �^ Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE WORKERS' COMPENSATION DECLARATION 1 her&by 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. G� I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating J L(_i•( Coolin Hood 6.50 Ventilation `4 • r --J- J 7j PERMIT FEE S Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I 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 forthwith comply ith those provisions. , �, ?Q-401/ X Date / 0 V 4 ! _ Signature Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5' " de p and demolition or construction of structures o�v rj tor' s i t. Mobile Home Installation Fee $ Energy Inspection Fee $ 'at occ CONST. TYPE TOTAL FEE $1. t (c J j • ��. HAZ V p�� I P4O°D !� c� PARCEL PD 'HD 'IssuE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. y f t! Date %a? �,, r PERMIT EXPIRES ON gfe Receipt No.Lr % ; WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-114SPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCELNUMBERD' u I d BUILDING PERMIT OWNE �•�� HONE` 4 l0 SO. FT. OC BUILDING VALUATION • MAILING AD E n, I P20I l!/'IL•1Y r CONrRAQiQj�S NAJ.A TELEPHONE / V �2 - CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ e OD ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ BUILDING ADDRESS I I Energy Plan Checking Fee $ $ PERMIT FEE $ .20.00 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee USEOFSTRUCTURE SF� Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater. Water piping ( 23.00 I 15.00 1 -- Each gas water heater or vent 15.00 S^ TYPE OF WORK NewX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: I Gas piping system 1 - 5 outlets 15.00 15- Building sewer ( 15.00 ) �— Mobile Home I S I G I W I @20.00 - PERMIT FEE S "— ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2o0A oR LESS 23.00 0!s- CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Owpr the following reason: 1a1` �pff 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. O 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 herby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' 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 one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort it c ply pith thos provisions. /`� X Date ! Signature o Applicant -� Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" d p and demolition or construction of structures ov 3 tories in h t. ' Receipt No WHITE-D.D.S.-B.D. CANARY -AS ESSOR PINK-fVSPECTOR GOLDENROD -APPLICANT Main Service TO Main 46. 00 WEE200A r-CU000A NEW CONST. DWElLNO OCCUP. OR ADDNS. ( a ACC. BLOS. SO so 3.5QaREW : -NON a�,pT. MULTI -OUTLET @7.50 APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURESp aAL @ Q .50. Ex. Occup. oirrFIX�is RRESID.OEl 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating ( 910• Cooling Hood i 6.50 Ventilation "T' I PERMIT FEE $ ( '— Mobile Home Installation Fee $ Energy Inspection Fee $ 4koof Occ CONST. TY TOTAL FEE $ 2 HA2. D. EES IMP F�OQD IV ,Y`pr CDF �' P D IssuE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. y Dat %Z PERMIT EXPIRES ON Pete 12zj4vv k5 COUNTY OF BUTTE - DEPARTMENT OFE ELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. 12/96)V or APPLICATION AICD PERMIT n -�9-n'-/ IIIIIINESSOR PARCEL NUMBER -� ^ / zo G BUILDING PERMIT NER TELEPHONE SO. FT. OCC. BUILDING VALUATION S- NERS MAID AD Y 3 rd NTRACTORS NAME TELEPHONE CONTRACTORS NG HADD ESS /0 %NSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace COCA Total Valuation $ CHfTECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee Plan Checking Fee $ BUILDING ADDRESS - � Energy Plan Checking Fee $ �o $ S-r- AN t-C f'�� K PERMIT FEE $ LOTNO. Z-71 SUBD ISDNS NAME / D PARCEL MAP (o PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE A C_ Each Trap7.00 0- Solar or heat pump water heater 23.00 SF ❑ Duplex ❑ Mobilehome ❑ Other Water piping / 15.00t SPECFY Each as water heater or vent 15.00 TYPE OF WORK Gas piping stem 1 - 5 outlets 15.00 New [3 Addition ❑ Remodel E3 Utilities ❑ Installation ❑ Other ❑ Buildingsewer 15.00 S -F' ��/ JJ —4_�� 0„ •- Mobile Home S G W @20.00 � Describe Work: C l� , ^�7� "`�-J'r � PERMIT FEE $ r� L> X 050 S C_ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 20 AOR LLE ES6 I 23.00 Main Service 200A TO 1000A 46.00 NEW CONST. ( DWELLAIG OCCUP. SO. ` 6 OR ADONS. OW.W. &.Ds. 3.50M NLW MLILTI OLTLET BRANCH CIRCUITS �� ' 0 �' • NON-RES D. POWER APPARATUS @7.50 8 SMGLE OVILE7 CIR. S1k20 @ )k Ex. OCCU OUTLET OR FDLTURES SALa 1.00 FIXED 'MMI • �� n�A G v Ex. Occup. ovnETs Eslo. EA 5.00 S�Temporary Service 23.00 00 0 Mobile Home Facilities 20.00 OWED Misc. Wiring 23.00 PERMIT FEE $ G MECHANICAL PERMIT Filing Fee 20.00 Heating SpIll alw-co Z Cooling Hood 6.50 67a kna&aA Ttce;Med Ventilation 60 is - SO e I 15.x" /.5.&0 a ( PERMIT FEt $ 00 Mobile Home Installation Fee $ �� • �� Energy Inspection Fee $ C-0 occ coNST.TrPE TO AL FEE $ � Z HAZ D. FEES I I CDF I P4YEL HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work n Date indicated above for which fees have been paid. Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0° deep and demolition or construction of structures over 3 stories in height By Date ReceiptNo. PERMIT EXPIRES ON WHITE-D.D.S.-B.D. CANARY-ASSESSOR PINK-INSPECTOR GOLDENROD-APPLICANT I in-,-, a COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: 11(� �FJ11 �UC� ASSESSOR PARCEL NUMBER Proposed Building Use: Ps�- Counter Technician: T Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. "r 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. J 4. Engineered truss details and layouts in duplicate. No faxes! 5. Letter from Engineer or Architect for truss design review. 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner 0 14. Hazardous Material Form 15. Sanitation and siteIan approval from the Environmental Health Department in p pp p hico ❑ Oroville, as applicable. .AI 16. Other Le -ter �p ;)lAn Cb('rr )h - I,rUse . emaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 17. Fire Sprinklers............................................................................................ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by - 19. Soils Report and/or Engineered Foundation required ........................................... ........ 20. Erosion Control Plan Required........................................................................ / 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 11 UOT V/ 22. City of Chico Plumbing permit........................................................................ CJiJ 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. ❑ 24. Planning approval (A) Use: D �B)Parking: (C) Parcel Check: Q,- ❑� 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form............................................................................................. 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................:.. 31. Owner -Builder Verification (_idioven to owner, _Mailed to owner) ..................... 32. Letter of Signature authorization.................................................................... 33. Recorded copy of Agricultural Acknowledgment Statement ................................. 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone 7 o and hold for pickup. I have been informed of th abo a items a requirements for obtaining a building permit. 2 Applicant: x�' �Date: 1. Index permit applicatid"n for the above items numbere . Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data phone, h mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by 13 phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: _Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER Auer A.P. # Cl' PROPROSED BUILDING USE �� DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... �$l r_ (� n /r 2. SCHOOL DISTRICT FEES ( i/) (C�(� L� Cl - (paid (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division Residential............ X $360.00 $ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. REATION DISTRICT FEES CAT, (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid. at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the planShecjCing process„ APPLICANT DATE �"�L �`' 6 / Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) v t BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form'per Building) SchoolDistrict Building Department No. A.P. Number j1,6 Jurisdictiori: city County Property Owner 04� Property Location/Address 44/4V (-7N/CQ CA, 959 7- (r Subdivision ii Lot No. ......................................... ..................... ; ...................................... Residential Development Q Q Sq. Footage No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit# *(No foundation Inspection) ........................................................................ ! ............................ Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/industrial Now Addition { � k. Sq. Footage (including Exterior Roofed Areas) Date ,District Identification No. 0 VIC) (0 0 1 ,10.,trict certifies that School District at (Applicant) (Street Address) v (Phone Number) (City) (State) (Zip Code) e requirements of Resolution No. by payment Z- -3 / has complied with the ent 6f $ representing q -31LJ square feet. 2926 $ FULL MMGATION $ qz -School. District Representative Date Paid by Check # Remarks: Notice: You may protest the Imposition of the fen Identified above by.subs ting a written protest to the Distrik. In compliance with Govenu ort Code Section 66020(a), within W days from the data less are Paid. Failure to submit a timely written protest will'prohlbit you from challenging the Imposition of the fen In any court actlom K, subsequent to the School Matirlet Representative signing this Butte County Schools Impact Fee certification Form, the School District Is mg by the applicable Local Planning Agency that this project Is being wvlewed under the CaMbirnia Environmental Quality Act (CEQAh this project may be subject to additional school fen to ftdly mitigstalts InWad on the school distr1cft schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/03)dmm AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVIIsLE, CA 95965 COPY of Document Recorded 12 -Apr -2004 2004-0020531 Has not been compared with original BUTTE COUNTY RECORDER - AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: �.D+ 3'7, as 5hvwn m 4/r)af 0e_rf 0J n mop j2,0+i-�-I�I, 1Imap 5-Vanle-\1'Park, "ohick- m ,, F Ie -CA in •+he- C'-: '1 Ce_ o- -4-he_ CDLLV)- - Ot G rd� C)� c. o .+he_ Co v_n-�i o� Pu_+fie , S, -cL+ff' A e off' �a r n 1 on rYloLL� "1 k 9'--)b 'kn boo k 6 oq mo-ps a-_� eaae ICAS� Date Z411 a]0 q State of California County of PROPERTY OWNERS: 0 vacllDy Y UI.G On before me, 222 4tA5l5? Al 77, 7iy7P personally appeared /yjj personally known to me to be the rson ) whose(jjame s)Vare subscribed to the within instrument and acknowled ed to me that hetT�l Xhey executed the same in his( le their authorized capacit es), and that by his eritheir nnat s) on the instrument, the erson s) or the entity upon behalf of which the erso (s) acted, executed the instrument. WITNESS my hand and official seal. M. SUSAN GLATZ Signature A -K/ Seal: COMM.41280664 a A NOTARY PUBLIC•CAUFORRIA COUNTY OF BUTTE Comm. Expires Oct. 18, 2004 A.P.# o5q- bib �� o• In -if J -•oU tU Y<4O'-3 aeGSob-kosS P005- iqA SL dJ!w b97sg000 nagd fon DOH lsnipizo RMHUAA YTHU00 3TTU8 301: PLANNING — LARRY PAIRM APPROVED �. Permit 7. Q Genera/ Information RETURN TIO QaiIcol IIW HEALTH lZ . ❑ CONDITIONALLY APPROVED Owners Name: aLiOZZ 4ai�L Owners Address: Budding Site Address: Prooen*117foramabi oved PERMIT CLEARANCE RESOLVE PROBLEMS PRIOR rO APPRO' JUN 26 Date: Parcel Acreage: Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home SFD ❑ Residential Accessor ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel eSeptic ® Well ❑ Other Zone District: SR ^ 1 Date of Zoning Ordinance: General Plan: P, Development Agreement: Use Permit: Variance: Parcel Is In: land Conservation Agreement ® No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan ® No ❑ Yes Violation Area ® No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2N Enterprise Zone ® No ❑ Yes, check use Floodplain � No ❑ yes Zone: ® ❑ • Watershed Protection Zone No Yes Proposed Use Complies With: General Plan Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Famil Parking: ❑ Parking Requirements are OK as Shown (I Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Cther Road and Drainage Improvements Required: ❑ No ❑ Yes Aoolicable Setbacks: 0 ❑ Cohasset Panel Number: -Os O —r ->L ❑ Accessory Budding Use Zoning Code Street,I'llahways ELe Prevention S60division Ma Front D Side Side street Rear Mrwht °nwronmental Health Issues• Septic Permit Review: Well Permit Review: Land Development Review: Parcel Created bye ❑ Deeds Agrfculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Date of Creation: Legal Access Provided: ❑ No ❑ yes Deed Reference: Legal Access Required: ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: IN Map Date of Recording: 1 O S Lot: Block: Book: �_ 1 Page: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Aocess ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD reouirements. ❑ Other General Comments: V::�P 5\)e6t>S �')OV2.1 H A -'!-4 cN —r H.A P 1, (---3 10 FVQ--�) �i''�D Yo rZ 11% 1-21 N,J fP p -C j—;� 1^ is c_LS-G-A '1_ *.,.r•�,,.�,�t,y�,.,�,�.,�riy.ia��;��;-:��,n�mA'XFilft-x[1...i.:'t.,,}"j�'4ci"'►�].cl'�'m,iiH--�r�'�1+t't�"`�?r...l-'�^rt.�..+TMfl-..1ti-<rvn3"i.^r�a"iti.X+thv�'sr",,,-`'tL-"` •• V t CO/ BUTTS COUNTY PARRS DEVSIAPMENT FSS CERTIFICATION PORN CHICO AREA RECREATION AND PARK DISTRICT :Assessor Parcel Numbers) Property Owner Project Location/Address /Z..6'g IORG�:Ap_o cz 9S9Zf/ Subdivision Lot Number(s) Residential Development: (check one) .New Development _Alteration/Addition _Mobilehome(s) Non -Residential to Residential Total. Number of Dwelling Units Comment: Building Depar ment Representative ,' Date ' �r��r�t�r�tx�r�r�r,��r*�r�r�r�r�rx�rvr*�c*�rw*,r�r�rvr�r�r�r,trrx�r�c�rtir�r,r�rxc�r,�r�r�rtir�rrr�,r�r�r�r�rx�r�r�r�r�r�r�r�r�r�r�r,t*tri Chico Area Recreation and Park District(CARD) certifies that n Qr Sq l cngQ 2 (Applicant_Name) (Phone Number) (Street Address) �h iro g59a� (City) (State) .(Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for dwelling units @ $1,189 for total payment of $. AMA AA A CARD Representative PAID BY CHECK NO. RE RKS: BANK NO. qO - �W 9 PAID BY CASH RECEIPT NO. Distribution: u _gO-- t Date 04i09r0++886 9::;5AP9 <TCfiA► 31189o00 White --Applicant Yellow --Butte Co. Building Dept. Pink --CARD Goldenrod --City of Chico Building Dept. park.fee (form revised 11/90) SCJ r -379 7 NOTeS' -RESIDENTIAL PERMIT NO. _039-360-116 ` 02-3129 _ ALJER,"RALPH - 03-2797 -� ' 1267 ORCHARD WAY, CHICO GARAGE ;' ' #. a t-0 !L. SPECIAL CONDITIONS - CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS S VERIFY USE, PERMIT CONDITIONS SUB=STANDARD -`HOUSING LETTER t 4 t i i - .I JOB FINALED (Date) 6 Signature rte' f F 1 a SPECIAL CONDITIONS - CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS S VERIFY USE, PERMIT CONDITIONS SUB=STANDARD -`HOUSING LETTER t 4 t i i - .I JOB FINALED (Date) 6 Signature �� ,. .�. �. �;.: _ � .. - — — --- - - � _ f �- � e n Y` .T - t �`^'. ` INTER-DEPARTWN-FAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: IC-- ENVIR. HEALTH, CHICO DATE: RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: SEPTIC: WELL: AP#: //47 ADDRESS/LOCATION: Comments: GUmemos/releasehold --t J=OK 0 = Not OK .,= NotReadyable DECW, C9VERS, CARPORTS, GARAGES (Plans) OK except #'s MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/. /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L -ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 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 MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements POOLS (Plarifil OK except #'s 2. Footings; Size -Spacing -Marriage Line Setbacks -Easements 3. Gas; MH Test -Demand -Valve -Connector Soils; Compaction -Structure Stability 4. Electricity; MH Test -Crossovers -Breakers -Clearances Pool Structure; Steel -Connections -Thickness Dead Men -Lining 5. Drain; MH Test -Fall -Flex Connector Elec.; Receptacles and Lighting, Distance GFI 6. Water; MH Test -Regulator -Connector Elec.; Pool Lighting; 15 Volts-GFI 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 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECW, C9VERS, CARPORTS, GARAGES (Plans) OK except #'s Zog Requirements -Setbacks -Easements ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. r s; Windows -Doors c is g ,' ,`- F .; Sills-Anchors-Studs-Rftrs-Trusses iding; Nailing -Veneer -Stucco -Mesh V. of; Shthg-Roofing 11 Ext.; Steps -Doors -Landings 12. Braced Wall Panels of Date_ - Card B-1 Date Card B-1 Date 1 Card B-1 Date Card B-1 Date POOLS (Plarifil 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 -Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms I Date Card B-1 Date Card B-1 j Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; 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 59. 12. Electric Underground 60. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 61. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 62. 15. Access & Ventilation 63. 16. Insulation Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 65. 17. Water Htr.; Vent -Access -Combustion Air Baffle 66. 18. Water Pipe; Test & Anchor -Nail Protection 67. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 68. 20. Shower Pan; Test, First Floor -Tub Access 69. 21. Test Tub & Shower, Second Floor -Tub Access 70. 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. Date 73. Card B-1 Date Card B-1 Date 74. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Garage Fire Door; Swing -Landing -Closure 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Insulation -Foam -Looked in Attic 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 81. 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect _ 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 85. A.C. Unit Disconnect, Electrical -Plumbing 35. Smoke Detector 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 90. Glass Protection 36. A.C. Ducts Insulation & Support Corrections from Previous Inspections 37. Vent Fan, Exhaust above insulation Gas Test -Meters Tagged, Gas -Electric 38. Condensate Drain & Overflow, Size & Grade Water & Sewer Connected -C/O to Grade -HD Approval 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date 96. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 41. Sills Proper Materials & Anchors Card B-1 Date Card B-1 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks O Yes O No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION 'bEPARTMENT OF DEVELOPMENT SERVICES 41 i Main Stre'et -, Chido, CA - (530) 891-2751 7 County Center Drive � Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspectioh'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. 4 z 7-171 H Date Inspector REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev,12/96) APPLICATION AND PERMIT oz -3! Z -G ASSESSOR PARCEL NUMBER 039-360-116 ZONING BUILDING PERMIT OWNER aal Auer— h TELEPHONE 149-6711 SO. FT. OCC. BUILDING VALUATION 3456 U 62,208.00 - OWNERS MAILING AD fE.S ZOrchard Wa)z Chica CA 9592A CONTRACTOR'S NAME owner TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 62,209-00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $47.1.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $307 45 BUILDING ADDRESS � rchard Way Chico CA Energy Plan Checking Fee $ $ PERMIT FEE $800.45 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 3 7.0021,00 Solar or heat pump water heater 23.00 Water piping 15.00 5.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Garage Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 .� Mobile Home ISI GI W1 @20.00 PERMIT FEE $ 71.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200, OR LESS 23.003A- LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Lawjor the following reason: 1, 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 Main Service TG 46.00 NEW CONST. DWEWNG OCCUCUP. EE OR ADDNS. ( s Acc. BUDS. S° 3.50FT. ,95 N°µq°�Ip MULTI.OUTLET @7,50 POWER APPARATUS a suvoLE GLnLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 @ 1.00 BAL @ .so Ex. Occup. GFIXurELFTs Ral° 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation /. one hundred dollars ($100) or less.) !yf 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith mpl ith ose prov' ' ns. X Date / _ Signature o pplicant - Qltwner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or constructiondA�4 of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ j�ccT r� TOTAL FEE $ 1035.40 HAZ. IMP FLOOD CDF PARCEL PD HD ISSU This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON 2/�' I applicable provisions Resolutions to do work been paid. Date Q� Date Receipt No. 3 4 :+* ' WHITE-D.D.S.-B.D. CANARY -ASSESSOR �•r PINK -INSPECTOR GOLDENROD -APPLICANT 'y COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DWSION tt 7 County Center Drive, Oroville, CA 95965 o e (53P)538-7541 Fax (530)538-2140 PERMIT APPLICATA SHEET /n *'-,.,OWNER: Q L��I C� (Jti r ASSESSOR PARCEL NUMBER '3 _- Proposed Building Use: N eL� Cl �� .. Counter Technician: Date: Items required in order to apply fora Wrmit. 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. s� 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. 0 6. Manufactured homes: (A) Data sheets and inst� lation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie 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. ST"I�(D) F1por,9F4nstjn igplicale,)fill of thesethe these must be stamped and wet -signed b he en ing eer. Items required for initial plan evie I checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when regJirP4Stems are received. Date Received. By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ d ' ❑ 9. Plot plan and business license approval from the City of Biggs .................................... .❑,;O""Letter of intent for non-residential buildings......................................................... Orf 1. Detached Accessory Building- Form filled out by the owner ..................................... ❑ 12. Hazardous Material Fortil... ..................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) {'LC4 �es as�iO&OS Schedule of Fees Due Sheet ....................................... 41 15 Statement of Intent for Non -heated and A/C Buildings .................................... ...... 1�6. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. ` City of Chico Plumbing permit........................................................................ ❑ 8.California Department of Forestry plan approval ❑ paid. Sent by: ...................... 19. Planning approval for (A) Use:(B)Parking: , j (C) Parcel Check: I�/�^o✓ 01 ❑ 20., Contact Land Development about ❑ Improvement611)D`ramage ............................... ❑ 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 ..............:.............................. `LST 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.. E... .. !" !.............................. ❑ Gra e ❑ M.H. Ti�/S e o s4 •Letter. om Legal Owner, ❑Check to H.C.D. $ Zen Other: issued Telephone and hold for pickup. I have been informed of the above items anU req.utrements for(btaining a building permit. Applicant: Date: 1. Index permit application for the above items numbered: 2. Additional items required S Contractor, design ,owne as advised of the above data by hone, ❑ mail, ❑ counter, by Contractor, designer, owner, was advised of the above data by e phone, ❑ mail, ❑ counter by Plans reviewed by: Date: Plans approved by: Structural reviewed by: Date: Structural approved by: Note transfer by: _ Date: 1Z — Yellow: Building Division Plan Check Letter _Date: _Date: Date: Date: e ` E.M. USE ONLY !� Plot Plan Aneshad / Sant ManAtassh Sant to ®.D. "! TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance r ALL 09 53490. 11b Owner Loca ' n AP# Plan Approved for: Sewage Disposal Water Supply: Public ✓ Private Well Clearance for dwelling. Other old final for: I A Final clea��ralic a O.K. for: NOTE: gtq Environmental Health Specialist 8/96 ..................... ........ _..... .__....- ........._........-......... /ic� Date COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 i F,ev.12/96 ) APPLICATION AND PERMIT PERMIT NO A.:SESSORPARCEL NUMBER , 6 =Drn"V _ BUILDING PERMIT OWNER V V J TEtLEpNoJNE I j SO FT O C. BUILDIN VALUATION OWNER'S IUNG ADDRESS f / IWA L a 5)ZZ CO/M�RAyjC"TS�O R'S NAA MME`-- TELEPHONE -- CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER S MAILING ADDRESS ARCHRECT OR ENGINEER ARCHITECT OR ENGINEERS MAILING ADDRESS BUILDING ADDRESS ST"t_e-?e eta 2. sv3 LOTNO._S7SUBONISIONSNAME 6— a � rVl USEOFSTRUCTURE SF ❑' Duplex ❑ Mobilehome ❑ Other e5we ICENSE NO. on Total ValuatlS Filing Fee Permit Fee Plan Checking Fee Prl Energy Plan Checking Fee a 20.00 $ 0 `"7. PERMIT FEE $ PLUMBING PERMIT I AC_ Each Trap Solar or heat 2ump water heater Water piping TYPE OF WORK Each gas water heater or vent m 1 - 5 outlets New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Gas i in s ste - Building sewer Describe Work: Mobile Home S G W Fi.ern� ' XJ 0 *PERA T FEE PAlb SRA SHERIFF AMOVNT RECEIVEb s II135'� s- Receipt No. WHITE-O.O.S.-8.0. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Filing Fee 20.00 7.00 23.00 1 5.001/s/ 15.00 15.00 15.001 / @20.001 PERMIT FEE ✓ `$ -71 ELECTRICAL PERMIT Filing Fee; 20.00 Main Service 500V OR LESS 200A OR LESS 23.00 Main Service 200A TO 1000A i 46.00; NEW CONST. ( OR ADONS. DWELLING OCCUP. 8 ACC. BUDS. SO. 3.5,s7 NEW CONST. / NON-RESID. 1 MULTI -OUTLET BRANCH CIRCUITS LG 7.501 tx. OCCU .OUTLET OR FORURES 20 (q 1.00 1 BAL 2.P.50 Ex. OCCU PDLED APP5Z OR OUTUETS RE51D. EA 5.00 Temporary Service 23.001 Mobile Home Facilities 20.00 Misc. Wiring 23.0011 PERMIT FEE $ _L4_� _ MECHANICAL PERMIT Filinq Fee 1 20.00 H 6.50 PERMIT FEt I S Mobile Home Installation Fee $ Energy Inspection Fee $, occ CO7FEES TOTAL FEE $1O (' i [HAZ!jIMIPJ FLOOD I COF I PARCEL I QQ VD ; ISSLE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON'*' :#u_ (Dare) FILE No.370 11/20 '02 PM 03:34 ID:EXECUTIVE HOMES Nov 20 02 02:27p FAX:530 891 8753 PAGE 2 P.1 Department of Development Services Building Division 7 County Center Drive Oroville, CA 93963 (530) 538-7341 (430) 938-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE not be started until this form is completed, signed by the property owner, and Plan review will returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use. Exception: Garages and Carports. Owner: Phone: Mailing Address 2 Site Address: Assessor's Parcel Number: Zone: Please answer questions 1-16, and explain any yes answers for questions 2-14 in the Space provided on page 2 of this form. GENERAL 114FORMATION: Yps No t. Is there a primary dwelling on the property? built, under construction, or under notice of code violation? No 2. is the structure already 3. Will Items produced it this building be offered for sale? i No Yet Yes No 4, Will the public have access to this building? 5. Will any advertising, on or off site. be associated with the use of this building? Yes No SITE CONDITIONS: 6. is the structure foundation within V of septic tank or 10' of leach lines? Yee No 7, Is any portion of the structure located closer than 20' to your front property line? Yes No 8. Do you plan to add a driveway or modlly existing access to a county maintained road? Yea No 9. Will the proposed structure encroach within any recorded easement? Yes No CONSTRUCTION FEATURES: 10. Will this building have insulated floor, walls, or ceiling? YeaNo 11. Will this building be heated or cooled? Yee No Yea No 12. Will this building have a water closeUtollet? Yea No 13. Will this building have a sink? Yes No 14. Will this building have a water heater? 15. What type of floor covering will the building have? 16. What type of wall covering will tha building have? it��Ci lX� IS1 � �t` 1-Q� OVER 1 of 2 FILE No . 370 11120 '02 PM 03:34 I D :EXECUTIVE HOMES FAX :530 891 8753 PAGE 3 Nov 20 02 02:27p i P-2 PROPOSED USE: (check only one box) 1. ❑ Residential Storage Sited — I will be storing in thin building and it will not be used for any other purpose (no bathroom and no heating or cooling). 2. 10 Private Garage — "A building or a portion of a building not more that 1,000 square feet (7,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the promises arc stored or kept." ASam" ds jn required, 1. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or mora sides must be en Ivo egcnn.. 4. ❑ Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed garage, or carport if you checked pd, please check the uses below which best fit this building. Guesthouse ❑ Pool House Studio Apartment In-law quarters Recreation Room ❑ Game Room Study Library Bonus Room ❑ Playroom Den Studio Artist Studio ❑ Hobby Room ❑ Cmft Room Sewing Room Canting Kitchen ❑ Music Room Cl Family Room Sun Room (_] Private Office ❑ Workshop' ❑ Home Occupancy 1 ❑ Other — Use I. WWribe Npp orwabhop �... _ :. Ahoy b. 4prow4 M d -A %4* Couwy vI.nnins Division, Explanations: This area is for explanation of nny "yes" answers on questions 2-14. Please indicate the question number before the explanation. Additional Information: Plan review will not be started until this form Is completed and received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and correct. I underetand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure ln%vs require diselosure of this information if or when the property is offered for sale. Owner's Owner's Na,ne: Please Print P Ue r--,* Slgnature: L Date: 2 of 2 NorthStar ENGINEERING Civil Engineers • Surveyors AGREEMENT FOR CONTRACT OF PROFESSIONAL SERVICES CLIENT: Ralph and Wendy Auer DATE: November 1, 2002 1267 Orchard Way Chico, CA JOB NO.: 18061 LOCATION OF JOB SITE: Orchard Way, Chico A. NorthStar Engineering agrees to perform the following described services: Structural Calculations: Provide structural calculations and details as required by 1998 California Building Code for a wood framed shop. The areas of the structure considered "Conventional light -frame construction" as defined by Section 2320 of the California Building Code will not be calculated. Structural Details: All structural details provided by NorthStar Engineering will be prepared on computer using AutoCAD 2000 software. The owner will be provided with copies of the drawings as needed for permit and construction. Construction Administration: The scope of our services includes phone clarifications for contractors during construction. It does not include site visits unless otherwise noted on this contract. Special Inspections: If special inspections as defined by Section 1701 A of the California Building Code are required by the building department, they can be performed by NorthStar Engineering for an additional fee. Written approval will be obtained from the owner prior to performing special inspections. Truss Design: If pre -manufactured trusses are required for the structure, then the truss design and calculations shall be by others and the results provided to NorthStar Engineering prior to submittal. Please note we cannot complete the structural design until we receive the truss layout and reactions. This could also affect our timeline shown below. Timeline: We estimate that we can have completed structural drawings and calculations within I calendar weeks of receiving the signed contract. Please note this is an estimated time only. It is provided for the owner's convenience and it is not a contractual obligation. Building Permit: The owner shall coordinate and submit all drawings and calculations to the building department. The owner will pay all permit fees required to obtain a building permit. Pagel of 3 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973_. ____.__530-893-1600 FAX -893.2113 Plan Check Corrections: This contract includes making plan check corrections as requested by the building department for the work that was submitted. It does not include new analysis for areas that were outside the original scope of work. It does not include making plan check corrections requested by private consulting firms outside of the building department. Title 24: Title 24 Energy Calculations will be provided by others if required. B. Cost of Services: Office: $380.00 The actual cost of reproductions will be charged to the client. Government agency fees (application, filing, recording, plan check, inspection) are not included: TOTAL $380.00 C. Basis of Compensation and Method of Payment Accounts are billed during the first week of each month for work done in the previous month and are due and payable within 10 days of receipt. A service charge of 1 '/z % per month (18% annually) will be charged to all past due accounts that have not been paid prior to the next billing date. In addition, work may be suspended on delinquent accounts. The client shall pay all attorney's fees incurred by NorthStar Engineering in the course of collecting past -due accounts. D. Changes in the original scope of services: Any changes ordered by the client after the client has approved the original contract shall be charged to the client at the standard hourly rate. Said changes shall be agreed to in writing and acknowledged prior to commencing additional work. Please note that this is a fixed fee. The client will be notified by phone with a follow-up FAX in advance of any charges that exceed this estimate and additional work will not proceed until authorized. If during the course of work, any changes to city, county, state or federal laws, ordinances, policies, procedures, etc., which have such effect on the work that its proper execution requires changes in or modification of existing calculations, drawings and specifications, or other documents involving additional expenses, the cost of executing these changes shall be borne by the client. E. Termination of Contract: NorthStar Engineering may terminate this contract for non-payment of fees. Notification will be made in writing. Client may terminate this contract by giving notice in writing and bringing all outstanding charges current. Page 2 of 3 F. Notice: Under the Mechanic's Lien Law (California Code of Civil Procedure, Section 1181 et. seq.) any contractor, subcontractor, laborer, supplier, or other person who helps to improve your property but is not paid for his work or supplies, has a right to enforce a claim against your property G. Contract Expiration: This contract is good for 30 days after the date shown below in the signature block. If the client fails to sign this contract within 30 days, the contract shall be considered null and void and subject to change. NORTHST R ENGINEERING: I/z, Je Ric a eu bate RCE 53590 Title: Associate Engineer CLIENT: Name Date Title: Page 3 of 3 OWNER -BUILDER VERIFICATION Auencion Property Owner: Aa "owner -builder" building permit has been applied for in your name and bearing )VW Please complete and retina dais information at your earliest opportunity to avoid maeoeapq M processing and issuing your building permit. No building permit will be used tit $is verification is received. 1. I personally plan to provide the ajor labor and materials for construction of the proposed property imp ovement : YES NO 2. I HAVE aVE NOT 0 signed an application for a building permit for the pcopaaed voo& ;. I have contracteed*th the following person (firm) to provide the proposed eonst:ucta�: NAME: ADDRESS: PHONE: COL--MkCTOR'S LICENSE NO. 4. I plan to provide portions of thi supervise, and provide the major NA�tiIE: ' ADDRESS: PHOrE: work, but I have hired the following person to eoordinafti . CONTRAC-T6,RTa10ENSE NO. 5. I will provide some of thew k but I have con tecl,(hired) the following persons to provide the work indicated: NAyiE RES PH M TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: DATE: IVO TE: This Owner -Builder {verification is required by Section 19831 and 194314f&t California Health and Safety Code. This verification must be eowpf&W and returned to our office before we are permitted to issue the permit OVER OWNER BUILDER INFORINIATIOi Aa 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 tbat as "owner -builder" you are the responsible- pwW oft+eeae+dansoch a permit. Building permits are not required to be signed by property owners unless they are personally perIottmiitg 15eir own work. If your work is being performed by someone other than yourself, you may protect 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 ihould be aware of the following information for.your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family. and the work ('including atataials and other toss) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ (f 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 tastes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ These may to F.nancial risks for you if you do not carry out these obligations, and these risks are espeeiaByserious w;th respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal R—evenue Service (and, i i You wish, the U.S. Small Business Administration). For more specific information about your obligations under Save Law, certact he Department of Benefit Payments and the Division of Industrial Accidents. If, the scucn:re is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or hroug.`t 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 "owner builder" 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. (nfor-nation about licensed contractors may be obtained by contracting the Contractors State License Board in your communire 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. MLA u____, Niict el C. Vi iia, C.B.O. NJ ger, Building Inspection NOTE: Titin Owner -Builder Info rmalion is required by Secrlon 19810 of tite California fifaaltfr and Sajesy Cola. OVER w AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION '7j1 7 COUNTY CENTER DRIVE 10 OROVILLE, CA 95965 bq Y -�"/i 21004-10020531 Recorded Officiattf Official Count CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 02:09PN 12 -Apr -2004 REC FEE 7.00 CONFORM 1.00 Travis Page I of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but.not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: � D i" 3'71 as Shown on 4hx. C°er+aa n Map�,r►-�-i Aej, It rh a 5� aple:y Park, "Ok i ck m k as � 1 lei +i -i e, C ® ten -� � o-(- Bt'+ -F -e I S- -o�+2 t� °C aU �o r n i a --,,o n a.� nn. ", k 9 v 6 k n b60 \--, 6 01� moL.P s a_:� Pose I as. Date PROPERTY OWNERS: "x4L--Q A one State of California ) County of ZV7-1E ) On Q /dA, c;�aD� before me, il/o personally appeared Gc%t//j y `Yj personally known to me o be th rson ) whose(fjame s)Vare subscribed to the within instrument and acknowledged to me that he st�eTi `Dthey executed the same in his(gPtheir authorized capaci es), and that by hist— their r nat s) on the instrument, the erson s) or the entity upon behalf of which the erso (s) acted, executed the instrument. WITNESS my hand and official seal. M. SUSAN GLATZ Signature !�KCOMM. i 1280664 / Seal: cc m NOTARY PUBLIC•CAUFORRIA Q COUNTY OF BUTTE i _ Comm. Expires Oct. 16, 2004 A.P.# ��-3(v®-" � I`Q a' i 't3C .^9 c .. �r.r,--+s!�'Y..-.r—r�,a!:..rr*v --rc'iT�•7`¢►�'Jt'++"5k'""" .;-�'."'+..i' _ _ .,� _ e. .r T.> . � M 03-3797; � 939-360-116: �r �ANER,ARALPH ' 126V7. ORCHARD Vl', �----- Cont:`�A'f6nvi4XMICV4r' NEW AC & WO.ODS7OVE .t s s j o COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT n1A_17Q7 ' ASSESSOR PARCEL NUMBER 039-360-116 ZONING BUILDING PERMIT OWNER ANER RALPf1 TELEPHONE 34_:-6711 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 1267 ORCHARD WY C,tiICO 9592E CONTRACTOR'S NAME AIR DYNAMICS TELEPHONE 34? -6857 CONTRACTORS MAILING ADDRESS 2393 DURHAM WY DURHAM CONSTRUCTION LENDER LFireplace LENDER'S MAILING ADDRESS A 1 S Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ 15 {)() Plan CheckingFee $ ��7�� t7(� /M BUILDING ADD T 67 ORCHARD W 1 MCO W 11 Energy Plan Checking Fee $ PERMIT FEE $ 0 35.00 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: WW AC & woodstove Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 LIE Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. DECLARATION 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. 6 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 Main Service 200A TO IuaoA 46.00 NEW CONST. DWEl1M1G OCCU, P. 35Q SO. OR ADONS. ( a ACC. BLAS. FT. NEW NOWR°SID MULTI -OUTLET g7,50 POWER APPARATUS a SINGLE 011fLET CIR. zo @ "00OWNER-BUILDER Ex. Occup.OUTLET OR PORUREs BAL .so FIXED ALINSI Ex. Occup. O.RESID.°Ek 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 1 20.00 Heating Cooling 25.00 Hood 6.50 Ventilation • PERMIT FEE S AA W Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers';i& compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith -,comply with those provisions. Q O X •+� � Date / /r> — Signature of�Applicant - ❑ r ❑Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection ,Fee $ occ CONST. TYPE TOTAL FEE $ 80.00 D. FEES --- FLQQD — — — CDF DF — PARCEL —E — pD -- HD ISSUE — / This permit is hereby issued under the applicable provisions Of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. Bye�Za�Date PERMIT EXPIRES ON (Da t9)I Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR - PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 01-3737 ASSESSOR PARCELNUMBER 039-360-116 ZONING BUILDING PERMIT OWNER ANER RALPH TELEPHONE 345-6711 SO, Fr, OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS 1267 ORCHARD WY CHICO 95928 CONTRACTOR'S NAME AIR DYNAMICS TELEPHONE 342-6857 CONTRACTORS MAILING ADDRESS 2393 DURHAM WY DURHAM CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace 1900.00 Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ 15.00 Plan Checking Fee $ BUILDING ADDRESS 1267 ORCHARD WY CHICO Energy Plan Checking Fee $ $ PERMIT FEE $ 35.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MEW AC & woodstove Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service E00V OR LESS 2o0A OR LESS , 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ® I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I 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' compensationprovisions of section 3700 of the Labor Code, I shall forthw' o wi those visions. /� j O� X Date / ( Signaturepplicant - T3 bO4r'-13 Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction�/� of structures over 3 stories in height. Main .Service 200A TO 1000A 46,00NEW CONST. DWELLING OCCUP. S OR ADDNS. ( a Acc. aws. 3.50xO. LT'_ MUT N0FI-RES,G T.TS IC 97.50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. CUTLET OR FIXTURES B20 Q 1. 0 Ex. Occup. oUriErAPP, E�sID.CEA, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirinq 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling25.00 Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE E $ 80.00 HAz. _-- D FEESCDF —.— M __ pggCa pp _ — — -- HD — ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON ate Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT . , COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION California 95965 • Telephone (530) 538-7541 MIT No. 7 County Center Drive o Oroville, •I (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCELNUMSER b Q_ ZOMNG BUILDINGPERMIT OWNER _/ SQ. FT. OCC. BUILDING VALUATION OWNER'SM441NG ADOREss (�� C 1 NTRACToFrs JQ DRESS C C/1l I .. NSTRUCTON LEND JI Fireplace LENDERS MAILING ADDRESS Total Valuation $ ARcwrEcrORENGINEEFI LICENSE NO.Felin Fee $ 20.00 Permit Fee $ ARCW ECT OR ENMEER'S MAWNG ADORESS Plan Checking Fee $ BULDINGADDRESS ( ' Ci OI Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. susomsroNSNAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other sPMF.r 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 ❑ LjdHgs ❑ Insfellation ❑ Other ❑ Describe Work"..- C Gas pipIng system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S .1 G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2.o°VA OR ue;S 23.00 PERMIT FEE PAID $ • SRA$ SHERIFF $ OTHER $ $ AMOUNT RECEIVED $ G (�- DATERECEIVED ®Cf CI®T �� Main Service 200A TO IOWA 46.00 NEW CONST. "E LM OCCUP. 3.5¢SFQ OR ADDNS. a AGC. BIDS. NNEW ON-REBID. MULT7-0UTEr @7.50 P.0 APP; US a SSVGLE OUn.Ei CI0. Q 1.00 Ex. Occup. OUTLET OR MURES B41-.50 Ex. Occup.OM% amain 5.00 Temporary Service 23.00 Moble Home Facilities 20.00 Wisc. Wiring 23.00 PERMIT FEE s MECHANICAL PERMIT Fling Fee 20.00 Heating Coolin Hood 6.50 ventilation PERMIT FEL= it Mobile Home Installation Fee $ Energy Inspection Fee $ CCC `b`�T' 11 TOTAL FEE $ RAZ I D. FEES I IMP I FLOOD I CDF PARCEL PO MD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. gy Date PERMIT EXPIRES ON ERGY CALCULATION SERVICES " uditing, Analysis and Oc)cumentation O M6 A L L Y CEC Certified Energy Plans Examiner - RES91-1006 / NR -91 -1002 -C -HERS Analysts - RD/FmHa Auditors - Member of RRHA of Texas Reference: Title 24 energy calculations for your RESIDENTIAL project. To whom it may concern; Provided in this package, are three sets of energy calculations. Two of these sets are for submittal to the building department. One set, the paper clipped original, is your file copy. Please be sure to sign these energy calculations on page 3 of the CF -1r forms where indicated. Read the signature requirements and determine who is most qualified, or willing to accept responsibility for the installation of energy measures required to meet the California energy code. A "Mandatory Measures" checklist is contained within the energy documents. These requirements pertain to all construction and should be considered minimum code requirements. Any specific increases in efficiencies noted in the Title -24 Energy Documentation supersede "Mandatory Measures Energy features that must be incorporated into this structure are indicated on the summary sheet attached, by paper clip, to one set of the energy calculations. This information should be copied and presented to all sub -contractors to ensure proper installation of these energy features per Title -24 requirements. You may be eligible to receive State, Federal or Privately funded incentives for upgrading your projects energy efficiency. Please feel free to call with any questions that you might have regarding current programs in affect for residential new construction. The sooner you do this the better. Any questions will be gladly answered. If I may be of any assistance, now, or in the future, please don't hesitate to call. Thank you for your business. Marty Runnells, C.E.A Energy Calculation Services 574 Manzanita Avenue, Suite 9 ecs@energyguru.com 877 /530.894.8466 tel. Chico, California 95926 Est. 1989 530.894.3422 fax. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The Auer Shop Date..12/15/03 14:26:09 Project Address........ Orchard Way ******* Chico, Ca. *v6.01* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 574 Manzanita Avenue, Ste 9 Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone.. ... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomn. Inc MICROPAS6 v6.01 File -03427S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1772 SF Residence GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Component Type Wall Door Door S1abEdge S1abEdge Roof Orientation 1772 sf Single Family Detached New Front Facing 90 deg (E)- 1 1 Slab On Grade 1.9 % of floor area 0.44 Btu/hr-sf-F 0.45 10 ft BUILDING SHELL INSULATION Frame Cavity Sheathing Type. R -value R -value n/a R-19 R-n/a Metal R-0 n/a R-0 n/a R-0 n/a R-0 n/a R-30 Window Front (E) Window Left (S) Window Left (S) Total Assembly R -value U -factor R-19 0.065 FRONT, LEFT, BACK RIGHT, TO GARAGE ROLL -UP DOOR FRONT, ENTRY, BACK TO GARAGE TO EXTERIOR TO GARAGE TO AT.T I C Location/Comments R-0 R-0 R-n/a R-0 R-n/a R-n/a R-n/a R-30 0.124 0.330 F2=0.760 F2=0.510 0.031 FENESTRATION Over - Area U-. Interior Exterior hang/ (sf) Factor SHGC Shading Shading Fins 12.0 0.400 0.40.0 Standard Standard None 15.0 0.400 0.400 Standard Standar Al None 6.0 0.600 0.650 Standard �r, tea None ILDING DIVISION By APPROVED ,�/t/a 03 --1�le 01 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... The Auer Shon na t -A 10 /1r101 1A.7G.A0 MICROPAS6 v6.01 File -03427S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1772 SF Residence THERMAL MASS Area Thickness Type Exposed (sf) (in) Location/Comments S1abOnGrade Yes 1772 4.0 SLAB MASS HVAC SYSTEMS Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type Wood 0.780 AFUE n/a Attic R-4.2 No No Setback ACSplit 10.00 SEER No Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Water Heater to meet minimum CEC Standards SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and,field inspection. *** This building incorporates Metal Framing. This building incorporates a High Mass Design. This building incorporates a wood space heating system. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... The Auer Shop Date..12/15/03 14:26:09 MICROPAS6 v6.01 File -03427S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1772 SF Residence COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or WNER Name.... Company. Address. do, Phone... License. Signed.. ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. ate DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Services Address. 574 Manzanita Avenue, Ste 9 Chico, CA 95926 Phone... 530-894-8466 I Signed. /L / V --amp MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... The Auer Shop Date..12/15/03 14:26:09 ******* Project Address........ Orchard Way Chico, Ca. *v6.01* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 574 Manzanita Avenue, Ste 9 Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone. ........ 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -03427S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation.Servic Run -1772 SF Residence Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-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 than 2.0 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(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. I MANDATORY MEASURES CHECKLIST:.RESIDENTIAL Page 2 MF -1R Project Title.......... The Auer Shop Date-_12/1S/n'A 1A.13C.no MICROPAS6 v6.01 File -034275 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1772 SF Residence SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce - 110 -113: HVAC equipment, water heaters, showerheads and er ment faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. ✓ 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor 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. AIA *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 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. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. N A 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page'3 MF -1R Project Title.......... The Auer Shop Date..12/15/03 14:26:09 MICROPAS6 v6.01 File -03427S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1772 SF Residence Pilot 11gnt (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). A LIGHTING MEASURES 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 are IC (insulation cover) approved. Design- Enforce- er ment N�A COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... The Auer Shop Date..12/15/03 14:26:09 PAdd h d ******* roject ress........ Orc ar Way Chico, Ca. *v6.01* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 574 Manzanita Avenue, Ste 9 Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone. ..... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -03427S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1772 SF Residence MICROPAS6 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling.......... Water Heating........... Total Standard Proposed Compliance Design Design Margin 18.57 17.84 0.73 9.91 8.50 1.41 14.09 14.09 0.00 42.57 40.43 2.14 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 1772 sf Single Family Detached New Front Facing 90 deg (E) 1 1 ReducedYear Slab On Grade 1 17720 cf 1772 sf 1.9 % of floor area 0.44 Btu/hr-sf-F 0.45 10 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Cond- Thermostat Zone Type (sf) (cf) Units itioned Type HOUSE Residence 1772 17720 1.00 Yes Setback Vent Vent Air Height Area Leakage (ft) (sf) Credit 2.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... The Auer Shop Date..12/15/03 14:26:09 MICROPAS6 v6.01 File -03427S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1772 SF Residence Surface HOUSE OPAQUE SURFACES Area U- Insul Act Solar (sf) factor R-val Azm Tilt Gains Form 3 Location/ Reference Comments 1 Wall 321 0.065 19 90 90 Yes None FRONT 2 Wall 496 0.065 19 180 90 Yes None LEFT 3 Wall 400 0.065 19 270 90 Yes None BACK 4 Wall 80 0.065 19 0 90 Yes None RIGHT 5 Wall 277 0.065 19 90 90 No None TO GARAGE 6 Door 64 0.124 0 90 90 Yes ROLL.DR.INS ROLL -UP DOOR 7 Door 23 0.330 0 90 90 Yes None FRONT 8 Door 23 0.330 0 180 90 Yes None ENTRY 9 Door 20 0.330 0 270 90 Yes None BACK 10 Door 23 0.330 0 90 90 No None TO GARAGE 11 Door 160 0.124 0 0 90 Yes ROLL.DR.INS ROLL -UP DOOR 14 Roof 1772 0.031 30 n/a 0 Yes None TO ATTIC PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 12 S1abEdge 163 0.760 R-0 No TO EXTERIOR 13 S1abEdge 30 0.510 R-0 No TO GARAGE Area Mass Type (sf) HOUSE 1 S1abOnGrade 1772 System Type THERMAL MASS Thick Heat Conduct- Surface (in) Cap ivity UIMC R -value Location/Comments 4.0 28.0 0.98 4.60 R-0.0 SLAB MASS HVAC SYSTEMS Refrigerant Tested ACCA Minimum Charge and Duct Duct Duct Manual Duct Efficiency Airflow Location R -value Leakage D Eff HOUSE Wood 0.780 AFUE n/a Attic ACSplit 10.00 SEER No Attic R-4.2 No No 0.737 R-4.2 No No 0.645 Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (E) 12.0 0.400 0.400 90 90 Standard/0.76 Standard/0.68 2 Window Left (S) 15.0 0.400 0.400 180 90 Standard/0.76 Standard/0.68 3 Window Left (S) 6.0 0.600 0.650 180 90 Standard/0.76 Standard/0.68 Area Mass Type (sf) HOUSE 1 S1abOnGrade 1772 System Type THERMAL MASS Thick Heat Conduct- Surface (in) Cap ivity UIMC R -value Location/Comments 4.0 28.0 0.98 4.60 R-0.0 SLAB MASS HVAC SYSTEMS Refrigerant Tested ACCA Minimum Charge and Duct Duct Duct Manual Duct Efficiency Airflow Location R -value Leakage D Eff HOUSE Wood 0.780 AFUE n/a Attic ACSplit 10.00 SEER No Attic R-4.2 No No 0.737 R-4.2 No No 0.645 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The Auer Shop Date..12/15/03 14 -2r -n9 MICROPAS6 v6.01 File -034275 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1772 SF Residence WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Water Heater to meet minimum CEC Standards SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates Metal Framing. This building incorporates a High Mass Design. This building incorporates a wood space heating system. REMARKS HVAC SIZING Page 1 HVAC Project Title.......... The Auer Shop Date..12/15/03 14:26:09 \_ ******* Project Address........ Orchard Way Chico, Ca. *v6.01* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 574 Manzanita Avenue, Ste 9 Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone. ..... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -034275 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1772 SF Residence GENERAL INFORMATION Floor Area ................. Volume ........ ............ Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 1772 sf 17720 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 Minimum Total Load 29722 16001 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. Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 15195 5742 Glazing Conduction ............... 619 346 Glazing Solar .................... n/a 702 Infiltration ..................... 11205 3682 Internal Gain .................... n/a 1650 Ducts ............................ 2702 1212 Sensible Load .................... 29722 13334 Latent Load ...................... n/a 2667 Minimum Total Load 29722 16001 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. 0 LONGFELLow LUMBER CO. INC. ■ Quality Truss'Design • Roof & Floor Systems (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: Address: AP#: Job No: S�o p Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 Timber Products Inspection, Inc. P.O. Box 20955 Portland, OR 97220 (503) 259-0204 LONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 _ 89 Loren Avenue Chico, CA 95928-7434 �W1llL Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ *Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequence and end -for -end orientation are correct. mama _ _ MiTek Industroes, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 ® 9 USA !Tek FAX (916) 676 1909 TELEPHONE (916) 6761900 May 31, 2002 Longfellow Lumber 89 Loren Avenue Chico, CA 95928 RE: Trusses supporting A.C. Loads MiTek Industries, Inc. truss designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2X scab of equal size and grade as the top cord is required for the full panel length carrying the load. Attached with 10d nails at 12" o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. For commercial building span of truss shall be limited to 30'- 0" maximum. If you have any questions, please call me at 1-800-772-5351. Sincere , ?ROFESSIO� NG L � J NO. 449919 /* EXP -36-04 Redong �P Director of 4�' ems' oµ o Western Operations ®� RY/ek 4 ------ - - -- - ---......--- -- ._ . PAGE I OF A T LATERAL GRACE hCrAiLI S V/!tib �2 RE PlAciuG CON i . h (LACES AT .2 612 AT TRU--51:5 (y' 24" Ic.®121sQc- O. G. TYP• 2 Pow's / RAGE WITS ' ;ILS (;9 &" rP. rod imP�AGtJq : . NOTE. — Y, p01 s a�L� -� IOD O b" 0. G. TTP..' 2�4 E3RAGE sp1.� 4 0P, Y1, t3RAGE HUST 131: D0 % THE: LEN&T�4 OP Tpe: TYtS DETAIL I5 TO t3Ec USED A5 AN pLT. POR ONE: CONTINUOUS LATERAL �XA(/B% L-.�T�FZ. 1� � �17F.t�G� p � T � I � TRuf✓' �?-5 i NOTE: 2X3, 2X4, OR 1X4 GRADED �~ LUMBER LATERAL BRACE PER TRUSS DESIGN WITH 2-10D PER WEB (TYP). MAR 2 7 2002 BRACE MAY BE ATTACHED TO EITHER NARROW FACE OF WEB. (SEE NOTE BELOW)* RESTRAINT RE:0-LJ1XEt7 AT - EAG• M12 OF VRAGE ANt2 AT SO'—O" INTER�IALs. REF -ER TO HIV -411 SUHHAFRY . SkIEET POR RE;GOHHENt2ATIONt OF T14t: TP -U55 PLATE HtSTUTE . QMA'( FSt= Y1YEL7 $`(i�fcMS qc- or p PIA pHI t�7 F.�INU iJO'rP—� : MITER `I THE STA3ILlY "KAY PF-PL4ce ?►1 = /Ly'� Ct2 2x4 A5 ,�W44ZEr Kemp -r -,-K. SHAPED BLOCK CROSS BLOCK COMMON TRUSSES SECTION C -C RIDGE -. " P.RAFTERS SHAPED BLOCK CROSS C BLOCK NOTE: SEE £N6INrc9jA16rop RAFrul JAGk ANOTRUfS DESI6NS, LATERAL 5T4611- lT y OF Rolf > yS TEM To PIE PROvrOEV fay PROTECT RZ516AlER, GI�RT��O�P12allht� r3Y�)O4=o'1 o.c. TOP CHORD BRACING PER _ /� TOP CHORD JACK EXTENSIONS ENGINEERING SPECIFICATIONS. .r/ i - PLAN VIEW LC ALTERNATE DETAIL: WHEN HIP RAFTERS DO NOT MEET 0 COMMON TRUSS. SUPF�Si�D4rinrb 6( vr<I�ws) O 5� 7�° o,E• (►vtrloll^.�.l:j �/'-- TOP CHORD JACK EXTENSION A L END JACK T\ SETBACK COMMON TRUSSES HIP TRUSSES SECTION B-8 11 SECTION A -A 15LiPV09-5 MT. ) Fi►-zAc•ICS lis pAFTazS /'' INDICH7E3 SUPPOQT `LOC4TION5• WD -2359 CALIFORNIA HIP FRAMING �TTE COUNTY PLAN VIEW B YITsk k-odusUlss, ino. 6-20-91 REv• 7/i0/92. BUILDING DEPARTMENT APPROVED MAR 27 200 ETBACK IM L Z dvw a3AOdd-dV 6(bU�6 -dX3 iN3W!,H ►d3a maima 66 AiNn®O 3 is %9N1e?V-dtQ 'uniam 41410 oonvl IHl 4o gH011V0H44H074d -dol L44114 L'dVHHrlq I6-4111 Ot Ida4gId 'g1V/�Ida1N1 1V dw 97V'04 •/0 dN`I H7VI 1V QiroI(1107ti 1HIVtiloly �•mA=� 1i S-1�pN ��1. y�v�o�.''7. V,4 .1 •7•L 1410H lis-r)ML P.L1 !y s1919Vgr7Cr�►'r7��7i (dkO ssnui u3a2 mons dlH UO 113at110 dIN MUd •axl ggnIdl -jlgw17*% ,�F } �� 401117 0111, aHIIdd -� a3an��j do-�.y iZ -. tiovno�STll � , r T•Svv'dAi py aanbI vw 11IAl a9'�'-rl yodol'1en g11VN dql - t Id�1dV�1 v4d dll 111g911Id1 dill 'dl.l I b�l-IVtl bad i ' / r 491411 491- 4 q 11411 0111- t 'g"174r dill dNV 4„� G D aggnvl Idol 7HIIdaaH17H4 d41V4q Ila 'fc q-q7Vr 0111 '4dVO1 *2IHO114 IdO dHIH Idol d4H'71g4d H144 ION 4411 7HI04Id4 'A100 dvolll dol d0 lIdOddnq 1Vv41V1 voa 11V1W `7HI7Vv4 't ig4aId7111 g47Id1q /.41 D 1d a4d til 11' a4d 04 '7'1 '7H1dVO1 HnHh1VH 'I 64410H ni WIN S11VN 091-1 HIM 03103NN00 UNV SSnUl dIH HIM 10VIN03 NIA SSnUl U3011100nS dIH UO U3aU10 d1H 3MUd Uo:i ONIOV1181VU31V13AI103dd3 3OIA08d NVO )♦OVr 0114 gvndl ti4d �g11VN 0111 - G \ 7'0 «►t rJ `- hN17Vi1u ►•icy' ('/Al)SSp2l1'J-9QWi99nS dill No ?13Vb=94I1131/3221d (dki)'�'0� �� 3 Shur di H 0 I NSS NSS e AUER0726 Al CAL HIP Longfellow Lumoer Go., nc.,Ico, a. - 14-01 _ 5-6-2 _5--0115 10-1-14 1 15-" 1 19-10-2 1 24-1-1 24 4 - 30-0-0 31 -01 1-4-0 5-6-2 0-0-13 4-2-15 4-10-2 4-10.2 4-2-15 0-4-13 6-6-2 1-0-0 Scale = 1:54.1 5x12 4x4 = 3x8 = 4x4 = 5x12 O nn r-Tn- 0 16 4 17 18 5 19 20 6 21 7 3x8 = 3x4 = 2x4 II 5x12 M1120H - 3x8 = 3x4 LUMBER TOP CHORD 2 X 4 OF No.1 &Btr-G *Except* 3-7 2 X 6 OF SS -G BOT CHORD 2 X 6 OF SS -G WEBS 2:X 4 DF Std -G WEDGE Left: 2 X 6 OF SS, Right: 2 X 6 DF SS REACTIONS (Ib/size) 2=3237/0-3-8,8=321410-3-8 BRACING 5-6-2 10-1-14 7) Girder carries hip end with 6-0-0 end setback 15-0-0 19-10-2 Rigid ceiling directly applied or 10-0-0 oc bracing. 245-14 30-0-0 1 Row at midpt 4-15.6-10 8-0-12,188.11b down at 10.0-12, 190.41b down at 12-0-12, 190.51b down at 14-0-12,190.51b down at 15-11-4. 190.41b 5.6-2 4-7-12 Q 4-10-2 4-10-2 63.01b down at 15-11-4, 63.O1b down at 17-11-4, 63.01b down at 19-11.4, 63.01b down at 21-11-4, 63.01b down at 4-7-12 5.6.2 F'IateLMSets(A,Y):- NO. C17180 LOAD CASE(S) Standard _ Uniform Loads (pif) Vert 1-3=-52.0, 3-7=-100.2, 7-9=-52.0, 2-8=-27.0 CN`� Q' �,9 LOADING (psi] SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.23 13 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.65 Vert(TL) -0.46 13 >775 M1120H 165/146 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(TL) 0.14 8 n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min I/defl = 240 Weight: 182 Ib LUMBER TOP CHORD 2 X 4 OF No.1 &Btr-G *Except* 3-7 2 X 6 OF SS -G BOT CHORD 2 X 6 OF SS -G WEBS 2:X 4 DF Std -G WEDGE Left: 2 X 6 OF SS, Right: 2 X 6 DF SS REACTIONS (Ib/size) 2=3237/0-3-8,8=321410-3-8 BRACING TOP CHORD Sheathed or 2-7-11 oc purlins, except 7) Girder carries hip end with 6-0-0 end setback 2-0-0 oc purlins (3-2-2 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15.6-10 FORCES (lb) - First Load Case Only 4J9 & TOP CHORD 1-2=41, 2-3=5490, 3-16=-4476, 4-16=-4476, 4-17=-6610,17-18=-6610, 5-18=-6610, 519607, 4� 19-20=6607, 6-20=-6607, 6-21- 4464, 7-21=-4464, 7-8=-5475, 8-9=41 v/6f BOT CHORD 2-22=4552, 22-23=4552, 15-23=4552; 15-24=6610, 24-25=6610, 14-25=6610, 14-26=7413, 26-27=7413,13-27=7413,13-28=74i3, 12-28=7413,11-12=7413.11-29=6607,29-30=6607, p� 10-30=6607, 10-31=4539, 31-32=4539, 8-32=4539 WEBS 3-15=1854, 4-15=-2690, 4-14=770, 5-14=-996, 5-13=194, 5-11=-1000, 6-11=776, 6-10=2701, � O� 7-10=1847 �p NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are MII20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load noncwncurrent with any other live loads per Table No. 16-B UBC 97. A 5) plate racing reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANSUTPI 1-1995 criteria. 7) Girder carries hip end with 6-0-0 end setback 8) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 9) Special hanger(s) or connection(s) required to support concentrated load(s) 416.91b down at 5-7-14, 136.21b down at 8-0-12,188.11b down at 10.0-12, 190.41b down at 12-0-12, 190.51b down at 14-0-12,190.51b down at 15-11-4. 190.41b RpFESS:OI�(,� down at 17-11-4, 188.1lb down at 19-11-4, 136.21b down at 21-11-4, 416.91b down at 24-4-2, and 234.O1b down 24.4-2, Q at and 234.01b down at 5-7-14 on top chord, and 26.81b down at 2-0-12, 30.81b down at 4-0-12, 63.01b down at 6-0-12, 63.0Ib down at 8-0-12, 63.01b down at 10-0-12,63.01b down at 12-0-12, 63.0Ib down at 14.0-12. �� Ci Ilk ��+0 63.01b down at 15-11-4, 63.O1b down at 17-11-4, 63.01b down at 19-11.4, 63.01b down at 21-11-4, 63.01b down at 23.11-4, and 30.81b down at 25-11-4, and 13.91b up at 27-114 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. O NO. C17180 LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert 1-3=-52.0, 3-7=-100.2, 7-9=-52.0, 2-8=-27.0 CN`� Q' �,9 OF CA�� C tinued on egg 2 WARNY - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MtTek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plata Institute, S83 D'Onofrio Drive, Madison, WI 53719 MTek Industries, Inc. July 26,2002 Z01 'd—Iasa'ON Nddti:Z1-Z00Z 6Z, inr Job I russ fuss I ype __ Y Ply ` LAUER0726 Al CAL HIP 1 87157752 on a ow um r Co., nnc. ZEico; (`—a. 29=7434` " (optional) s pr i e n u nes, nc. nu age LOAD CASE(S) Standard Concentrated Loads (lb) ` Vert: 3=-650.9 7=650.9 12=-26.0 4=188.1 14=26.0 11=-26.0 6-188.1 16=1362 17=190.4 18=-190.5 19-190.5 20=-190.4 21=-136.2 22=-26.8 23=-26.0 24=-26.0 25=-26.0 26=26.0 27=-26.0 28=-26.0 29=26.0 30=26.0 31=-26.0 BUTTE COUNTY BUILDING DEPARTMENT APPROVED ® WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Indlvldual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance ' regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIS -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onotrlo Drive, Madison, WI 53719 MITek Industries, Inc. aa/91 'd— IZ8Z'ON Wd£ti Z l—aooz 'sz i nr R7157753J1 31 1 2UU2 Page 1JJ ,-1-4-01 7-7-10_ 7-�0 15 12-5 4 17 6-12 i 22-1-1 24� 6 30 0-0 131 0 1-4-0 7-7-10 03.5 4-05 5-1-8 4-5 0-3-5 7-7-10 1-" 5x6 Scale =1:57.0 3x4 = 3x8 = 4x6 REACTIONS (Ib/size) 2=1478/0-3-8,7=1478/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD 1-2=38, 2-3=2250, 3.4=-1772, 4-14=2254, 14-15=2254, 5-15=-2254, 5.8=-1772, 6-7=2250, 7-8=38 BOT CHORD 2-13=1790,12-13--2254,11-12=2254, 10-11=2254,9-10=2254,7-9=1790 WEBS 3-13=633, 4-13=-700, 4-12=53, 5-12=0, 5-11=53, 5-9=700, 6-9=633 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Girder carries tie-in spans of 3-0-0 from front girder and 5-0-0 from back girder 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 8) Special hangers) or connection(s) required to support concentrated load(s) 147.31b down at 22-2-10, and 147.31b down at 7-9-0 on top chord. Design for unspecified connection(s) Is delegated to the building designer. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-352.0, 14-15=104.0, 6-8=-52.0, 2-7=-14.0 Concentrated Loads (lb) Vert 3=147.3 6=-147.3 Trapezoidal Loads (plf) Vert: 3= -65.0 -to -14 -104.0,15= -104.0 -to -6=-65.0 BUTTE COUNTY BUILDING DEPgRTMEN'f' APPROVED ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use onlywith MITek oonneclors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual ' web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. July 26;2002 ZZ/91 ' d—I ZSZ' ON WdD: Z 1—aooa 3x4 = 3x4 = 1.5x4 II 3x4 = 3x4 = 7-7-10 _I 125-4 I 17-6-12 I 22-0-6 I 30-M 7-7-10 4.9.10 5-13 4-9-10 7-7-10 ae ses LOADING (psf) SPACING 2.0-0 CS] DEFL in (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.54 Vert(LL) -0.10 11-12 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.20 11-12 >999 BCLL 0.0 Rep Stress Incr NO WB 0.66 Horz(TL) 0.08 7 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/defl = 240 Weight 144 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1-G TOP CHORD Sheathed or 3-9-8 oc purlins, except BOT CHORD 2 X 4 OF No. 1-G 2-0-0 oc purlins (4-0-0 max.): 3-0. WEBS 21X 4 DF Std -G BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS (Ib/size) 2=1478/0-3-8,7=1478/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD 1-2=38, 2-3=2250, 3.4=-1772, 4-14=2254, 14-15=2254, 5-15=-2254, 5.8=-1772, 6-7=2250, 7-8=38 BOT CHORD 2-13=1790,12-13--2254,11-12=2254, 10-11=2254,9-10=2254,7-9=1790 WEBS 3-13=633, 4-13=-700, 4-12=53, 5-12=0, 5-11=53, 5-9=700, 6-9=633 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Girder carries tie-in spans of 3-0-0 from front girder and 5-0-0 from back girder 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 8) Special hangers) or connection(s) required to support concentrated load(s) 147.31b down at 22-2-10, and 147.31b down at 7-9-0 on top chord. Design for unspecified connection(s) Is delegated to the building designer. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-352.0, 14-15=104.0, 6-8=-52.0, 2-7=-14.0 Concentrated Loads (lb) Vert 3=147.3 6=-147.3 Trapezoidal Loads (plf) Vert: 3= -65.0 -to -14 -104.0,15= -104.0 -to -6=-65.0 BUTTE COUNTY BUILDING DEPgRTMEN'f' APPROVED ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use onlywith MITek oonneclors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual ' web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. July 26;2002 ZZ/91 ' d—I ZSZ' ON WdD: Z 1—aooa Job cuss I rUSS Type QF l AUER0726 A3 FINK 34 Longfellow Lum r nc., tco, a. - —4.201 SR1 s "1 __1-9- 1 15-0-0 .— i x'2"1 14-0 7-9-15 7-2-1 4x6 II 7-2-1 4 30-0-0 _ 31-4.0 7-9-15 f1 -4-4--0f Iv 0 R715775� Scale = 1:79.0 4x4 = 4x6 - 4x4 - 10-2-10 I 19-9-6 I 30-M 10-2-10 9-6-12 10-2-10 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deFl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.53 Vert(LL) -0.10 8-10 >999 M1120 220/195 TCDL . 10.0 I Lumber Increase 1.25 BC 0.57 Vert(TL) -0.23 8-10 >999 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(iL) 0.03 6 n/a BCDL 7.0 I Code UBC97/ANS195 1st LC LL Min I/deft = 240 Weight: 161 Ib LUMBER _ BRACING TOP CHORD 2 X 4 DF No.1&BV-G TOP CHORD Sheathed or 4-6-1 oc purlins. BOT CHORD 2 X 6 DF SBOT CHORD Rigid ceiling directly applied or 10-" oc bracing. WEBS 2 X 4 DF Std-td-G'Except' 410 2 X 4 DF No.1-G, 4-8 2 X 4 DF No.1-13 REACTIONS (Ib/size) 2=1249/0-3.-8,6=124910-3-8 FORCES 0b) - First Load Case Only TOP CHORD 1-2=20, 2-3=-1614, 3-4=1444, 4-5=1444, 5-6=-1614, 6-7=20 BOT CHORD 2-10=1338, 9-10=908, 8-9=908, 6-8=1338 WEBS 3-10=315, 4-10=680, 48=680, 5.8=-315 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads per Table No. 16-B , UBC -97. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert- 2-10=14.0,8-10=-54.0,6-8=14.0,1-4=-52.0,4-7=52.0 BUTTE COU BUILD��G �uTY DEPqFfTAfE�T QRAPPROVED OF NO- C17180 ' EXP, 63005 OF cAUF°�a\� ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE July 26,2002 Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer— not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. • �� Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -86 Ouality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. ZZ/Ll 'd— lZ8Z'ON Nd£ti:Z1-Z00Z '6Z,Inf Job russ russ Type uty py ------•- AUER0726 A4 MONO CAL HIP 1 1 R7157755 Lonafellow Lum erCo.- nc..trz. a. optional' r— 0 -1-4-01 _ - 7-7-10 7-710(15 14-9-15 22-4=1 - 1 30-0-0 1-4-0 7-7-10 035 6-11-0 7-6-3 7-7-15 46 �i 3x4 = 3x4 = 3x4 = Scale = 1:54.7 46 REACTIONS Ob/size) 8=13a8/0-3-8,2--129710-3-8 FORCES (lb) - First Load Case Only TOP CHORD 1-2=38, 2-3=1929, 3-13=1513, 4.13=-1513, 4-5=2016, 5-6=-2016, 6-14=-1591, 7-14=1591, 7-8=1328 BOT CHORD2-12=1526, 11-12=2016, 10-11=1591, 9-10=1591, 8-9=75 WEBS 3-12=485, 4-12=-616,4-11=-189,6-11=512,6-9=924,7-9=1829 NOTES 1) This truss has been checked for unbalanced loading conditions. 2 Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B , UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Girder carries tie-in spans of 2-0-0 from front girder and 4-0-0 from back girder 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 8) Special hanger(s) or connection(s) required to support concentrated load(s) 78.01b down at 7-9-7 on top chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-52.0, 13.14=-78.0, 2$=-44.0 Concentrated Loads (lb) Vert: 3=-78.0 Trapezoidal Loads (plf) Vert: 3--52.0-to-13---78.0,14--104.0-to-7=-78.0 eUlLp� p��A4i'YA Pp.,?o VED #V� ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only Additional tem ora bracin to Ins Iab111 d rf Q�OFESSIOAY NO. C171 BO C DCP, 6-30.05 srgF OF July 26,2002 p ry g insure s ry ung of theconstruction is the respogoer. sir general er the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guldanee regarding fabrication, quality control, storage, delivery, erection, and bracing, consult CST -88 Quality Standard, DSB- 88 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Trues Of 'M Plate Institute, 683 D'Onofrio Drive, Madison, WI 63719 MiTek Industries, Inc. ZZ/81 'd— IZE'ON WdW a I—ZOR 'sa' In 3x4 - 3x4 = 3x4 = 3x6 = 2,5x4 11 I 7-7-10 1 14-9-15 22-4-1 30-M 7-7-10 7-2.4 _ 7.6.3 7-7-15 Mate - LOADING (psf) SPACING 2-M CSI DEFL in (IDc) 1/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.67 Vert(LL) -0.09 9-11 >999 M1120 220/195 TCDL 10.0- Lumber Increase 1.25 BC 0.49 Vert(TL) -0.19 9-11 >999 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(TL) 0.05 8 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Udefl = 240 Weight 147 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No. 1-G TOP CHORD Sheathed or 4.2-9 oc purlins, except end verticals, and 2-0-0 oc BOT CHORD 2 X 4 DF No. 1-G purlins 14-0-9 max.): 3-7. WEBS 2 X 4 DF No. 11-G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3.12 2 X 4 DF Std -G, 4-112 X 4 DF Std -G, 6-9 2 X 4 DF Std -G WEBS 1 Row at midpt 7-8,4-12 REACTIONS Ob/size) 8=13a8/0-3-8,2--129710-3-8 FORCES (lb) - First Load Case Only TOP CHORD 1-2=38, 2-3=1929, 3-13=1513, 4.13=-1513, 4-5=2016, 5-6=-2016, 6-14=-1591, 7-14=1591, 7-8=1328 BOT CHORD2-12=1526, 11-12=2016, 10-11=1591, 9-10=1591, 8-9=75 WEBS 3-12=485, 4-12=-616,4-11=-189,6-11=512,6-9=924,7-9=1829 NOTES 1) This truss has been checked for unbalanced loading conditions. 2 Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B , UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Girder carries tie-in spans of 2-0-0 from front girder and 4-0-0 from back girder 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 8) Special hanger(s) or connection(s) required to support concentrated load(s) 78.01b down at 7-9-7 on top chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-52.0, 13.14=-78.0, 2$=-44.0 Concentrated Loads (lb) Vert: 3=-78.0 Trapezoidal Loads (plf) Vert: 3--52.0-to-13---78.0,14--104.0-to-7=-78.0 eUlLp� p��A4i'YA Pp.,?o VED #V� ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only Additional tem ora bracin to Ins Iab111 d rf Q�OFESSIOAY NO. C171 BO C DCP, 6-30.05 srgF OF July 26,2002 p ry g insure s ry ung of theconstruction is the respogoer. sir general er the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guldanee regarding fabrication, quality control, storage, delivery, erection, and bracing, consult CST -88 Quality Standard, DSB- 88 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Trues Of 'M Plate Institute, 683 D'Onofrio Drive, Madison, WI 63719 MiTek Industries, Inc. ZZ/81 'd— IZE'ON WdW a I—ZOR 'sa' In Job russ --•-------•---- russ I ype uty y R71577561 AUER0726 A5 MONO CAL HIP 1 1 5-7-10 e .. ,, . — - - - ......_ ._..oetion��l) 4-10-14 It- 1-1-4-01 5-7-10 5-11015 10.2-10 15-1-9 1.4.0 5-7-10 0-3-5 43-11 4-10-14 4x6 -i 3x4 = 20-0.7 1 24-11-6 1 30-0-0 - - 4-10.14 4-10-14 5-0-10 Scale = 1:54.2 3x4 = 3x4 = 3x4 = 44 - 5x6 3x4 - 3x4 = 3x4 = 4x6 = 5x6 - 2x4 II 4x4 - LUMBER BRACING TOP CHORD 2 X 4 OF No. 1-G TOP CHORD Sheathed or 3.6 6 oc purlins, except end verticals, and 2-0-0 oc BOT CHORD 2 X 4 OF No. t -G purlins (3-0-15 max.): 3-9. WEBS 2 X 4 OF Std -G 'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5.15 2 X 4 OF No.1-G, 6-14 2 X 4 DF No.1-G WEBS 1 Row at midpt 9-10 8-12 2 X 4 OF No.1-G, 9-112 X 4 OF No.1-G REACTIONS (Ib/size) 10=1906/0-3-8,2=191210.3-8 FORCES (lb) - First Load Case Only TOP CHORD 1-2=38, 2-3=-3049, 3-4=-2444, 4-5=-3511, 5.17=-3889, 6-17=-3889, 6-7=3432, 7-8=3432, . 8-9=2161, 9-10=1830 BOT CHORD 2-16=2484, 16-18=3511, 15 18=3511, 14-15=3889, 14-19=3432, 13-19=3432, 12-13=3432, 11-12=2161, 10-11=60 WEBS 3-16=1023, 4-16=-1375, 4-15=405, 5.15=-475, 5-14=213, 6-14=574, 6-12=832, 8-12=1596, 8-11=-1476,9-11=2640 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B , UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss has been designed with ANSUTPI 1-1995 criteria. 6) Girder carries hip end with 6-0.0 end setback 7) Design assumes 4x2 (flat orientation) purlins at oc spacing Indicated, fastened to truss TC w/ 2-1Od nails. 8) Special hanger(s) or connection(s) required to support concentrated load(s) 234.O1b down at 5-9.6 on top chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert .1-3=52.0, 3-9=100.2, 2-10=27.0 Concentrated Loads (lb) Vert: 3=-234.0 IVTY BUILpIG p�U R-rME1VT APPROV-6D A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MrTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss July 26,2002 Plate Institute, 583 D'onofrlo Drive, Madison, WI 53719 MiTek Industries, Inc. ZZ/61 'd— IZ8Z'ON NdW Z1—ZOOZ '6Z'Inr 5-7-10 10-2-10 15-1-9 20-0-7 24-11-6 30-M 5-7-10 4-7-0 4-10-14 4-10-14 4-10-14 5-0-10 Plate offsetsge _ -- LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) Udefl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.80 Vert(LL) -0.17 14 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.36 14-15 >996 BCLL 0.0 Rep Stresslner NO WB 0.84 Horz(fL) 0.10 10 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Udefl = 240 Weight 152 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No. 1-G TOP CHORD Sheathed or 3.6 6 oc purlins, except end verticals, and 2-0-0 oc BOT CHORD 2 X 4 OF No. t -G purlins (3-0-15 max.): 3-9. WEBS 2 X 4 OF Std -G 'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5.15 2 X 4 OF No.1-G, 6-14 2 X 4 DF No.1-G WEBS 1 Row at midpt 9-10 8-12 2 X 4 OF No.1-G, 9-112 X 4 OF No.1-G REACTIONS (Ib/size) 10=1906/0-3-8,2=191210.3-8 FORCES (lb) - First Load Case Only TOP CHORD 1-2=38, 2-3=-3049, 3-4=-2444, 4-5=-3511, 5.17=-3889, 6-17=-3889, 6-7=3432, 7-8=3432, . 8-9=2161, 9-10=1830 BOT CHORD 2-16=2484, 16-18=3511, 15 18=3511, 14-15=3889, 14-19=3432, 13-19=3432, 12-13=3432, 11-12=2161, 10-11=60 WEBS 3-16=1023, 4-16=-1375, 4-15=405, 5.15=-475, 5-14=213, 6-14=574, 6-12=832, 8-12=1596, 8-11=-1476,9-11=2640 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B , UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss has been designed with ANSUTPI 1-1995 criteria. 6) Girder carries hip end with 6-0.0 end setback 7) Design assumes 4x2 (flat orientation) purlins at oc spacing Indicated, fastened to truss TC w/ 2-1Od nails. 8) Special hanger(s) or connection(s) required to support concentrated load(s) 234.O1b down at 5-9.6 on top chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert .1-3=52.0, 3-9=100.2, 2-10=27.0 Concentrated Loads (lb) Vert: 3=-234.0 IVTY BUILpIG p�U R-rME1VT APPROV-6D A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MrTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss July 26,2002 Plate Institute, 583 D'onofrlo Drive, Madison, WI 53719 MiTek Industries, Inc. ZZ/61 'd— IZ8Z'ON NdW Z1—ZOOZ '6Z'Inr �uu i . ua i i Tubb I yle Uty Fly - R7157757' AUER0726 61 CAL HIP 1 1 - _ o tional Longfellow Lumber o.,Inc., Chico, s Apr l e n ustneS, nc.n u 15--J 3=a� 5-7-10 5 -15 9-9-4 i 14-2-12 _ I 18-1-1 11-1-6 24.0_0 — -0 1-4-0 5-7-10 0.3.5 3.10-5 4-5-8 3-10.5 0355-7-10 —� 1.4-0 4x6 �i Scale = 1:45.2 3x4 = 3x8 = 46 3x4 = 3x4 = 1.5x4 11 3x4 = 3x4 = LUMBER BRACING TOP CHORD 2 X 4 DF No.1-G TOP CHORD Sheathed or 4-0-4 oc purlins, except BOT CHORD 2 X 4 DF No.1-G 2-0-0 oc purlins (3-11-4 max.): 3-6. WEBS 2 X 4 DF Std -G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=1547/0-3-8,7=154710-3-8 FORCES(lb) - First Load Case Only TOP CHORD 1-2=38, 2-3=-2386; 3-4=1903, 4-14=2487, 5-14=2487, 5-6=-1903, 6-7=2386, 7-8=38 BOT CHORD 2-13=1929,13-15=2487,12-15=2487, 12-16=2487,11-16=2487, 10-11=2487, 10-17=2487, 9-17=2487, 7-9=1929 WEBS 3-13=678, 4-13=-787, 4-12=107, 5-12=1, 5-11=107, 5-9=786.6-9=678 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed fora 10.0 psf bottom chord live bad nonconcurrent with any other live loads per Table No. 16-B UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss has been designed with ANSVTPI 1-1995 criteria. 6) Girder carries hip end with 6-M end setback 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 8) Special hanger(s) or connection(s) required to support concentrated load(s) 234.0115 down at 18-2-10, and 234.Olb down at - 5-9-6 on top chord. Design for unspecified oonnection(s) is delegated to the building designer. GRIP 220/195 0 LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-02.0, 36=-100.2, 6-8=52.0, 2-7=-27.0 �. S�®�� Concentrated Loads (Ib) avB Vert: 3=-234.0 6=-234.0 QROFEON� . BUILDING DEPARTMENTA APPROVEDNO-CI7180 W, 6-30-05 q�OF CA��CO� A WARNING - Verify design pararnerers and READ NOTES ON THIS AND REVERSE SIDE BEFORE'USE July 26,2002 Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication. Quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- B9 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available Irom Truss Plate Institute, 583 D'Onotrio Drive, Madison, WI 53719 MiTek.Indusfies, Inc. I ZZ/H 'd—Iasa'ON NdP:a1—a00z 'H' inr 5-7-10 9-9-4 14-2-12 18-4-6 24-0-0 5-7-10 4-1-10 4-5-8 4-1-10 5-7-10 Fslefe�Sefs 2- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES TCLL 16.0 Plates Increase 1.25 TC 0.28 Vert(LL) -0.08 11-12 >999 M1120 TCDL 10.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.18 11-12 >999 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(TL) 0.07 7 Na BCDL 7.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min Vdefl = 240 Weight: 114 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1-G TOP CHORD Sheathed or 4-0-4 oc purlins, except BOT CHORD 2 X 4 DF No.1-G 2-0-0 oc purlins (3-11-4 max.): 3-6. WEBS 2 X 4 DF Std -G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=1547/0-3-8,7=154710-3-8 FORCES(lb) - First Load Case Only TOP CHORD 1-2=38, 2-3=-2386; 3-4=1903, 4-14=2487, 5-14=2487, 5-6=-1903, 6-7=2386, 7-8=38 BOT CHORD 2-13=1929,13-15=2487,12-15=2487, 12-16=2487,11-16=2487, 10-11=2487, 10-17=2487, 9-17=2487, 7-9=1929 WEBS 3-13=678, 4-13=-787, 4-12=107, 5-12=1, 5-11=107, 5-9=786.6-9=678 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed fora 10.0 psf bottom chord live bad nonconcurrent with any other live loads per Table No. 16-B UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss has been designed with ANSVTPI 1-1995 criteria. 6) Girder carries hip end with 6-M end setback 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 8) Special hanger(s) or connection(s) required to support concentrated load(s) 234.0115 down at 18-2-10, and 234.Olb down at - 5-9-6 on top chord. Design for unspecified oonnection(s) is delegated to the building designer. GRIP 220/195 0 LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-02.0, 36=-100.2, 6-8=52.0, 2-7=-27.0 �. S�®�� Concentrated Loads (Ib) avB Vert: 3=-234.0 6=-234.0 QROFEON� . BUILDING DEPARTMENTA APPROVEDNO-CI7180 W, 6-30-05 q�OF CA��CO� A WARNING - Verify design pararnerers and READ NOTES ON THIS AND REVERSE SIDE BEFORE'USE July 26,2002 Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication. Quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- B9 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available Irom Truss Plate Institute, 583 D'Onotrio Drive, Madison, WI 53719 MiTek.Indusfies, Inc. I ZZ/H 'd—Iasa'ON NdP:a1—a00z 'H' inr Job niSS--....._.... RISS Type —'---.:- y _ Pi t AUER0726 62 - CAL HIP -- I 1 1 87157758' Lo tional -Longfellow- Lumber Go., Inc., Ghico, -'-"'•_— 4.201 SRiisApr 2 1 e c n us nes, nc. n u - T5 3T=02—page 1 • 7-7-10 7-4i:15 12-0-0 16-1-1 --11:1-6 24-" 125-4-0 1-4-0 7-7-10 03-5 4-1-1 4-1-1 l -3-5 7-7-10 -- 1-4-0 4x6 �;, .. Scale = 1:47.4 e„a NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any other live loads per Table No. 16-B , UBC -97, 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss has been designed with ANSVTPI 1-1995 criteria. 6) Girder carries tie-in spans of 2.0-0 from front girder and 4-0-0 from back girder 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 8) Special hanger(s) or connection(s) required to support concentrated load(s) 78.01b down at 16-2-10, and 78.01b down at 7-9-6 on top chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1-25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3=-52.0, 5-7=52.0, 2-6=-14.0 Concentrated Loads (lb) Vert: 3=78.0 5=-78.0 Trapezoidal Loads (ptf) Vert: 3= -52.0 -to -4=78.0, 4=78.0 -to -5=-52.0 BUIL�� E COUNTY A P�� NT ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an indNfdual building component to be installed and loaded vertically. Applicability of design parameters end proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss July 26,2002 Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 MTek Industries, Inc. ZZ/lZ 'd— IZ8Z'ON WdP: ZI—ZOOZ 6Z' In 3x4 = 3x4 - 3x4 = 7-7-10 _ _ r I 16-4-6 { 24-0-0 7-7-10 8-8-12 7-7-10 LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) Udell PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.53 Vert(LL) -0.08 8-10 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.44 Vert(TL) -0.15 8-10 >999 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(TL) 0.03 6 Na BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Udell = 240 Weight 105 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1-G TOP CHORD Sheathed or 5-0-5 oc pudins, except BOT CHORD 2 X 4 DF No.1-G 2-0-0 oc purlins (5-7-14 max.): 3-5. WEBS 2 X 4 DF Std -G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=99210-3.8, 6=99210-3-8 FORCES (lb) - First Load Case Only TOP CHORD 1-2=38, 2-3=1374, 3-4=1054, 4-5=-1054, 5-6=-1374, 6-7=38 BOT CHORD 2-10=1061, 9-10=1133,8-9=1133,6-8=1061 WEBS 3-110=230,4-10=120,4-8=120, 5-8=230 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any other live loads per Table No. 16-B , UBC -97, 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss has been designed with ANSVTPI 1-1995 criteria. 6) Girder carries tie-in spans of 2.0-0 from front girder and 4-0-0 from back girder 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 8) Special hanger(s) or connection(s) required to support concentrated load(s) 78.01b down at 16-2-10, and 78.01b down at 7-9-6 on top chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1-25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3=-52.0, 5-7=52.0, 2-6=-14.0 Concentrated Loads (lb) Vert: 3=78.0 5=-78.0 Trapezoidal Loads (ptf) Vert: 3= -52.0 -to -4=78.0, 4=78.0 -to -5=-52.0 BUIL�� E COUNTY A P�� NT ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an indNfdual building component to be installed and loaded vertically. Applicability of design parameters end proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss July 26,2002 Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 MTek Industries, Inc. ZZ/lZ 'd— IZ8Z'ON WdP: ZI—ZOOZ 6Z' In B3 FINK 7 14-0 6-2-7 12-0-0 17-9A I 24-0-0 125-0-0, 1.4.0 6-2-7 5.9-9 46 11 5-9-9 6-2-7 -1-4-0 4 3x4 = 3x4 = 3x4 = R7157759 Scale = 1:60.0 8-1-10 8-1-10 15-10-6 24-" 7-8-12 8-1-10 LOADING (psf) SPACING 2-0-0 CSI DEFL in poc) Well PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.10 8-10 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.57 Vert(TL) -0.19 8-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.02 6 Na BCDL 7.0 Code UBC97/ANSI95 1st LC LL Min Udefl = 240 Weight: 112 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1-G TOP CHORD Sheathed or 6-0-0 oc pudins. ' BOT CHORD 2 X 4 DF No.1-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std -G *Except* 4-10 2 X 4 OF No.1-G, 4-8 2 X 4 OF No.1-G REACTIONS (Ib/size) 2=859/0-3.8.6=859/0-3.8 FORCES(lb) - First Load Case Only TOP CHORD 1-2--19,2-3=-1004,3-4=-866,4-5---866,5-6=-1004,6-7=19 BOT CHORD 2-10=826,9-10=563.8-9=563,6-8=826 WEBS 3.10=-242, 4-10=364, 4-8=364,5-8=-242 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B , UBC -97. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) This truss has been designed with ANSIITPI 1-1995 criteria. LOAD CASE(S) Standard BUM CO BUILD��IG pEpA YENT A PPRO VED ® WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design varld for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of , component is responsibility of building designer —not truss designer. Bracing shown Is for lateral suppon of individual we members only. AddlUonel temporary bracing to insure stability during construction is the responslbiiity of the erector. tM Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult CST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoirio Drive, Madison, WI 53719 MTek industries, Inc. ZZ/ZZ 'd— IZ8Z'ON WdP: Zl—Z00Z . July 26,2002 6Z' i nr x CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The Auer Residence Date..01/14/04 14:48:56 ******* Project Address........ 1267 Orchard Way Chico, Ca. *v6.01* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 574 Manzanita Avenue, Ste 9 Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -040085 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -4098 SF Residence GENERAL INFORMATION Conditioned Floor Area..... 4098 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 170 deg (S) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 16.2 % of floor area Average Glazing U -factor... 0.43 Btu/hr-sf-F Average Glazing SHGC....... 0.44 Average Ceiling Height..... 9.5 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-19 R-n/a R-19 0.065 FRONT, LEFT, BACK BACK RIGHT, BACK LEFT RIGHT, KNEE WALL TO GARAGE Door n/a R-0 R-n/a R-0 0.330 ENTRY, TO GARAGE Floor n/a R-19 R-n/a R-19 0.037 FLOOR Roof n/a R-30 R-n/a R-30 0.031 TO ATTIC, VAULTED FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (S) 12.0 0.400 0.400 Standard Standard Yes Window Front (S) 18.0 0.400 0.400 Standard Standard Yes Window Front (S) 15.0 0.400 0.400 Standard Standard None Window Front (S) 12.0 0.400 0.400 Standard Standard Yes Window Front (S) 6.0 0.400 0.400 Standard Standard Yes Door Front (S) 14.0 0.550 0.650 Standard Standard Yes Window Front (S) 6.0 0.400 0.400 Standard Standard Yes Window Front (S) 13.4 0.400 0.400 Standard Standard Yes Window Front (S) 15.0 0.400 0.400 Standard Standard None Window Front (S) 15.0 0.400 0.400 Standard Standard None Window Front (S) 9.0 0.400 0.400 Standard Standard None Window Front (S) 15.0 0.400 0.400 Standard Standard Yes Window Front (S) 15.0 0.400 0.400 Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... The Auer Residence Date..01/14/04 14:48:56 MICROPAS6 v6.01 File -04008S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -4098 SF Residence FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Door Front (S) 20.5 0.550 0.650 Standard Standard Yes Window Left (W) 9.0 0.400 0.400 Standard Standard Yes Window Left (W) 15.0 0.400 0.400 Standard Standard Yes Window Left (W) 12.5 0.400 0.400 Standard Standard Yes Window Left (W) 12.5 0.400 0.400 Standard Standard Yes Window Left (W) 12.5 0.400 0.400 Standard Standard Yes Window Left (W) 18.0 0.400 0.400 Standard Standard Yes Window Left (W) 15.0 0.400 0.400 Standard Standard Yes Window Left (W) 18.0 0.400 0.400 Standard Standard Yes Window Left (W) 15.0 0.400 0.400 Standard Standard Yes Window Left (NW) 7.5 0.400 0.400 Standard Standard None Window Back (N) 25.0 0.400 0.400 Standard Standard None Window Back (NE) 7.5 0.400 0.400 Standard Standard None Window Back (N) 15.0 0.400 0.400 Standard Standard Yes Window Back (N) 24.0 0.400 0.400 Standard Standard Yes. Window Back (N) 15.0 0.400 0.400 Standard Standard Yes Window Back (N) 13.5 0.400 0.400 Standard Standard Yes Door Back (N) 41.0 0.550 0.650 Standard Standard Yes Window Back (N) 12.0 0.400 0.400 Standard Standard Yes Window Left (NW) 15.0 0.400 0.400 Standard Standard Yes Window Back (N) 15.0 0.400 0.400 Standard Standard Yes Window Back (N) 30.0 0.400 0.400 Standard Standard Yes Window Back (N) 15.0 0.400 0.400 Standard Standard Yes Window Back (N) 15.0 0.400 0.400 Standard Standard Yes Window Back (N) 15.0 0.400 0.400 Standard Standard Yes Window Back (N) 15.0 0.400 0.400 Standard Standard Yes Window Right (E) 15.0 0.400 0.400 Standard Standard None Window Right (E) 15.0 0.400 0.400 Standard Standard None Door Right (E) 41.0 0.550 0.650 Standard Standard Yes HVAC SYSTEMS Refrigerant Tested ACOA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type Gas 0.800 AFUE n/a Attic R-4.2 No No Setback ACSplit 10.00 SEER No Attic R-4.2 No No Setback RoomHP 6.60 HSPF n/a None R-n/a n/a n/a 'Setback RoomHP 9.70 EER No None R-n/a n/a n/a Setback CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... The Auer Residence Date..01/14/04 14:48:56 MICROPAS6 v6.01 File -040085 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -4098 SF Residence Tank Type Storage WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Heater Type Distribution Type System Factor (gal) R -value Gas Recirc/Timer 1 .58 50 R- n/a REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a.single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Frank Glazewski Company. Architect Address. 1370 Ridgewood Dr. #10 Chico, Ca. 95973 Phone... 530..343.4630 License. DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Services Address. 574 Manzanita Avenue, Ste 9 Chico, CA 95926 Phone... 530-894-8466 Signed.. Signed.. ate ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone. . Signed.. ate MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... The Auer Residence Date..01/14/04 14:48:56 P t Add 1267 O h d ******* ro�ec ress........ rc CL _L Way Chico, Ca. *v6.01* Documentation Author... Marty Runnells ******* Bui ing Permit Energy Calculation Services 574 Manzanita Avenue, Ste 9 Plan Check Date Chico, CA 95926 530-894-8466 Fie C ec Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -04008S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -4098 SF Residence Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value._ J/ *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 than 2.0 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(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST:'RESIDENTIAL Page 2 MF -1R Project Title.......... The Auer Residence Date..01/14/04 14:48:56 MICROPAS6 v6.01 File -040085 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -4098 SF Residence 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. S. 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 sectons 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. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. /✓-�/`�� 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... The Auer Residence Date..01/14/04 14:48:56 MICROPAS6 v6.01 File -040085 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -4098 SF Residence pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This -general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must 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 are IC (insulation cover) approved. ✓ COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... The Auer Residence Dat e..01/14/04 14:48:56 ******* Project Address........ 1267 Orchard Way Chico, Ca. *v6.01* Documentation Author... Marty Runnells ***.**** Building Permit Energy Calculation Services 574 Manzanita Avenue, Ste 9 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 -04008S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -4098 SF Residence MICROPAS6 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling.......... Water Heating.......... Standard Proposed Compliance Design Design Margin 17.66 15.27 2.39 11.61 12.21 -0.60 6.95 7.53 -0.58 Total 36.22 35.01 1.21 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 4098 sf Single Family Detached New Front Facing 170 deg (S) 1 1 ReducedYear Raised Floor 2 38802 cf 0 sf 16.2 % of floor area .0.43 Btu/hr-sf-F 0.44 9.5 ft Vent Vent Air BUILDING ZONE INFORMATION Leakage Floor (sf) # of 2.0 Standard No Area Volume Dwell Cond- Thermostat Zone Type (sf) (cf) Units itioned Type HOUSE Re"sidence 3882 36858 0.95 Yes Setback EXERCISE Residence 216 1944 0.05 Yes Setback Vent Vent Air Height Area Leakage (ft) (sf) Credit 2.0 Standard No 2.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... The Auer Residence Date..01/14/04 14:48:56 MICROPAS6 v6.01 File -04008S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -4098 SF Residence OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 379 0.065 19 170 90 Yes None FRONT 3 Door 14 0.330 0 170 90 Yes None ENTRY 4 Wall 755 0.065 19 260 90 Yes None LEFT 6 Wall 462 0.065 19 350 90 Yes None BACK 8 Wall 35 0.065 19 305 90 Yes None BACK RIGHT 9 Wall 11 0.065 19 35 90 Yes None BACK LEFT 10 Wall 610 0.065 19 80 90 Yes None RIGHT 12 Wall 149 0.065 19 170 90 Yes None KNEE WALL 13 Wall 435 0.065 19 170 90 No None TO GARAGE 14 Door 20 0.330 0 170 90 No None TO GARAGE 15 Floor 4098 0.037 19 n/a 0 No None FLOOR 16 Roof 3858 0.031 30 n/a 0 Yes None TO ATTIC 17 Roof 268 0.031 30 170 27 Yes None VAULTED EXERCISE 2 Wall 88 0.065-19 170 90 Yes None FRONT 5 Wall 114 0.065 19 260 90 Yes None LEFT 7 Wall 108 0.065 19 350 90 Yes None BACK 11 Wall 162 0:065 19 80 90 Yes None RIGHT FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (S) 12.0 0.400 0.400 170 90 Standard/0.76 Standard/0.68 2 Window Front (S) 18.0 0.400 0.400 170 90 Standard/0.76 Standard/0.68 3 Window Front (S) 15.0 0.400 0.400 170 90 Standard/0.76 Standard/0.68 4 Window Front (S) 12.0 0.400 0.400 170 90 Standard/0.76 Standard/0.68 5 Window Front (S) 6.0 0.400 0.400 170 90 Standard/0.76 Standard/0.68 6 Door Front (S) 14.0 0.550 0.650 170 90 Standard/0.76 Standard/0.68 7 Window Front (S) 6.0 0.400 0.400 170 90 Standard/0.76 Standard/0.68 8 Window Front (S) 13.4 0.400 0.400 170 90 Standard/0.76 Standard/0.68 9 Window Front (S) 15.0 0.400 0.400 170 90 Standard/0.76 Standard/0.68 10 Window Front (S) 15.0 0.400 0.400 170 90 Standard/0.76 Standard/0.68 11 Window Front (S) 9.0 0.400 0.400 170 90 Standard/0.76 Standard/0.68 12 Window Front (S) 15.0 0.400 0.400 170 90 Standard/0.76 Standard/0.68 13 Window Front (S) 15.0 0.400 0.400 170 90 Standard/0.76 Standard/0.68 15 Window Left (W) 9.0 0.400 0.400 260 90 Standard/0.76 Standard/0.68 16 Window Left (W) 15.0 0.400 0.400 260 90 Standard/0.76 Standard/0.68 17 Window Left (W) 12.5 0.400 0.400 260 90 Standard/0.76 Standard/0.68 18 Window Left (W) 12.5 0.400 0.400 260 90 Standard/0.76 Standard/0.68 19 Window Left (W) 12.5 0.400 0.400 260 90 Standard/0.76 Standard/0.68 20 Window Left (W) 18.0 0.400 0.400 260 90 Standard/0.76 Standard/0.68 24 Window Left (NW) 7.5 0.400 0.400 305 90 Standard/0.76 Standard/0.68 25 Window Back (N) 25.0 0.400 0.400 350 9'0 Standard/0.76 Standard/0.68 26 Window Back (NE) 7.5 0.400 0.400 35 90 Standard/0.76 Standard/0.68 27 Window Back (N) 15.0 0.400 0.400 350 90 Standard/0.76 Standard/0.68 28 Window Back (N) 24.0 0.400 0.400 350 90 Standard/0.76 Standard/0.68 29 Window Back (N) 15.0 0.400 0.400 350 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The Auer Residence Date..01/14/04 14:48:56 MICROPAS6 v6.01 File -04008S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -4098 SF Residence Orientation FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC 30 Window Back (N) 13.5 0.400 0.400 350 90 Standard/0.76 Standard/0.68 31 Door Back (N) 41.0 0.550 0.650 350 90 Standard/0.76 Standard/0.68 32 Window Back (N) 12.0 0.400 0.400 350 90 Standard/0.76 Standard/0.68 33 Window Left (NW) 15.0-0.400 0.400 305 90 Standard/0.76 Standard/0.68 34 Window Back (N) 15.0 0.400 0.400 350 90 Standard/0.76 Standard/0.68 35 Window Back (N) 30.0 0.400 0.400 350 90 Standard/0.76 Standard/0.68 36 Window Back (N) 15.0 0.400 0.400 350 90 Standard/0.76 Standard/0.68 37 Window Back (N) 15.0 0.400 0.400 350 90 Standard/0.76 Standard/0.68 38 Window Back (N) 15.0 0.400 0.400 350 90 Standard/0.76 Standard/0.68 39 Window Back (N) 15.0 0.400 0.400 350 90 Standard/0.76 Standard/0.68 40 Window Right (E) 15.0 0.400 0.400 80 90 Standard/0.76 Standard/0.68 41 Window Right (E) 15.0 0.400 0.400 80 90 Standard/0.76 Standard/0.68 42 Door Right (E) 41.0 0.550 0.650 80 90 Standard/0.76 Standard/0.68 EXERCISE 14 Door Front (S) 20.5 0.550 0.650 170 90 Standard/0.76 Standard/0.68 21 Window Left (W) 15.0 0.400 0.400 260 90 Standard/0.76 Standard/0.68 22 Window Left (W) 18.0 0.400 0.400 260 90 Standard/0.76 Standard/0.68 23 Window Left (W) 15.0 0.400 0.400 260 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS Window- overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 12.0 n/a 6 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 18.0 n/a 6 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 12.0 n/a 6 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 6.0 n/a 4 7 2 n/a n/a n/a n/a n/a n/a n/a n/a 6 Door 14.0 n/a 4 7 2 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 6.0 n/a 4 7 2 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 13.4 n/a 5 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 15.0 n/a 5 1.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 15.0 n/a 5 1.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 9.0 n/a 3 1.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 15.0 n/a 5 1.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 12.5 n/a 5 1.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 12.5 n/a 5 1.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 12.5 n/a 5 1.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 18.0 n/a 6 12 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 27 Window 15.0 n/a 6 20 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 28 Window 24.0 n/a 6 20 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 29 Window 15.0 n/a 6 20 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 30 Window 13.5 n/a 1.5 20 0 n/a n/a n/a n/a n/a n/a n/a n/a 31 Door 41.0 n/a 6 20 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 32 Window 12.0 n/a 2 20 0 n/a n/a n/a n/a n/a n/a n/a n/a 33 Window 15.0 n/a 6 12 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 34 Window 15.0 n/a 6 12 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 35 Window 30.0 n/a 6 12 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 36 Window 15.0 n/a 6 12 1.5 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... The Auer Residence Date..01/14/04 14:48:56 MICROPAS6 v6.01 File -040085. Wth-CTZ11S92 Program -FORM C=2R User#-MP1333 User -Energy Calculation Servic Run -4098 SF Residence Surface 37 Window 38 Window 39 Window 42 Door EXERCISE 14 Door 21 Window 22 Window 23 Window OVERHANGS AND SIDE FINS Left Fin Right Fin= Dpth Hght Ext Dpth Hght n/a a a a a Window— Overhang n/a n/a Area n/a n/a n/a n/a Left Rght n/a (sf) Wdth Hgth Dpth Hght Ext Ext Ext 15.0 n/a 5 12 1.5 n/a n/a n/a 15.0 n/a 5 12 1.5 n/a n/a n/a 15.0 n/a 5 12 1.5 n/a n/a n/a 41.0 n/a 6.8 20 1.5 n/a n/a n/a 20.5 n/a 5 12 1.5 n/a n/a n/ 15.0 n/a 6 1.5 1.5 n/a n/a n/ 18.0 n/a 6 1.5 1.5 n/a n/a n/ 15.0 n/a 6 1.5 1.5 n/a n/a n/ Left Fin Right Fin= Dpth Hght Ext Dpth Hght n/a a a a a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a Tank Type 1 Storage Heater Type Gas Number Tank External in Energy Size Insulation Distribution Type System Factor (gal) R -value Recirc/Timer 1 .58 50 R- n/a REMARKS HVAC SYSTEMS Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff HOUSE Gas 0.800 AFUE n/a Attic R-4.2 No No 0.737 ACSplit 10.00 SEER No Attic R-4.2 No No 0..645 EXERCISE RoomHP 6.60 HSPF n/a None R-n/a n/a n/a 1.000 RoomHP 9.70 EER No None R-n/a n/a n/a 1.000 WATER HEATING SYSTEMS Tank Type 1 Storage Heater Type Gas Number Tank External in Energy Size Insulation Distribution Type System Factor (gal) R -value Recirc/Timer 1 .58 50 R- n/a REMARKS HVAC SIZING Page l HVAC Project Title.......... The Auer Residence Date..01/14/04 14:48:56 ******* Project Address........ 1267 Orchard Way Chico, Ca. *v6.01* Documentation Author... Marty Runnells ******* Energy Calculation Services 574 Manzanita Avenue, Ste 9 Chico, CA 95926 530-894-8466 Climate Zone 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -040085 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -4098 SF Residence GENERAL INFORMATION Floor Area ................. Volume..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 4098 sf 38802 cf Front Facing 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 ...................... Minimum Total Load 170 deg (S) Heating Cooling (Btuh) (Btuh) 21745 10312 12188 6802 n/a 8765 24537 8063 n/a 2209 5461 3264 63931 39415 n/a 7883 63931 47298 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. HVAC SIZING Page 2 HVAC Project Title.......... The Auer Residence Date..01/14/04 14:48:56 MICROPAS6 v6.01 File -04008S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -4098 SF Residence HEATING AND COOLING LOAD SUMMARY BY ZONE ZONE 'HOUSE' Floor Area ....................... 3882 sf Volume ........................... 36858 cf Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 20428 9619 Glazing Conduction ............... 10877 6071 Glazing Solar .................... n/a 7080 Infiltration ..................... 23307 7659 Internal Gain .................... n/a 2209 Ducts ............................ 5461 3264 Sensible Load .................... 60074 35901 Latent Load ...................... n/a 7180 Minimum Zone Load 60074 43081 ZONE 'EXERCISE' Floor Area ....................... 216 sf Volume ........................... 1944 cf Heating Cooling Description (Btuh)' (Btuh) Opaque Conduction and Solar...... 13.18 693 Glazing Conduction ............... 1310 731 Glazing Solar .................... n/a 1686 Infiltration ..................... 1229 404 Internal Gain .................... n/a 0 Ducts............................ 0 0 Sensible Load .................... 3858 3514 Latent Load ....................... n/a 703 Minimum Zone Load 3858 4216 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The Auer Residence Date..01/14/04 14:48:56 Project Address........ 1267 Orchard Way ******* Chico, Ca. *v6.01* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 574 Manzanita Avenue, Ste 9 P an Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -04008S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -4098 SF Residence GENERAL INFORMATION Conditioned Floor Area..... 4098 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 170 deg (S) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 16.2 % of floor area Average Glazing U -factor... 0.43 Btu/hr-sf-F Average Glazing SHGC....... 0.44 Average Ceiling Height..... 9.5 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments Wa-11 n/a R-19 R-n/a R-19 0.065 FRONT, LEFT, BACK BACK RIGHT, BACK LEFT RIGHT, KNEE WALL TO GARAGE Door n/a R-0 R-n/a R-0 0.330'ENTRY, TO GARAGE Floor n/a R-19 R-n/a R-19 0.037 FLOOR Roof n/a R-30 R-n/a R-30 0.031 TO ATTIC, VAULTED FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (S) 12.0 0.400 0.400 Standard Standard Yes Window Front (S) 18.0 0.400 0.400 Standard Standard Yes Window Front (S) 15.0 0.400 0.400 Standard Standard None Window Front (S) 12.0 0.400 0.400 Standard Standard Yes Window Front (S) 6.0 0.400 0.400 Standard Standard Yes Door Front (S) 14.0 0.550 0.650 Standard Standard Yes Window Front (S) 6.0 0.400 0.400 Standard Standard Yes Window Front (S) 13.4 0.400 0.400 Standard Standard Yes Window Front (S) 15.0 0.400 0.400 Standard Standard None Window Front (S) 15.0 0.400 0.400 Standard Standard None Window Front (S) 9.0 0.400 0.400 Standard Standard None Window Front (S) 15.0 0.400 0.400 Standard Standard Yes Window Front (S) 15.0 0.400 0.400 Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... The Auer Residence Date..01/14/04 14:48:56 MICROPAS6 v6.01 File -04008S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -4098 SF Residence FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Door Front (S) 20.5 0.550 0.650 Standard Standard Yes Window Left (W) 9.0 0.400 0.400 Standard Standard Yes Window Left (W) 15.0 0.400 0.400 Standard Standard Yes Window Left (W) 12.5 0.400 0.400 Standard Standard Yes Window Left (W) 12.5 0.400 0.400 Standard Standard Yes Window Left (W) 12.5 0.400 0.400 Standard Standard Yes Window Left (W) 18.0 0.400 0.400 Standard Standard Yes Window Left (W) 15.0 0.400 0.400 Standard Standard Yes Window Left (W) 18.0 0.400 0.400 Standard Standard Yes Window Left (W) 15.0 0.400 0.400 Standard Standard Yes Window Left (NW) 7.5 0.400 0.400 Standard Standard None Window Back (N) 25.0 0.400 0.400 Standard Standard None Window Back (NE) 7.5 0.400 0.400 Standard Standard None Window Back (N) 15.0 0.400 0.400 Standard Standard Yes Window Back (N) 24.0 0.400 0.400 Standard Standard Yes Window Back (N) 15.0 0.400 0.400 Standard Standard Yes Window Back (N) 13.5 0.400 0.400 Standard Standard Yes Door Back (N) 41.0 0.550 0.650 Standard Standard Yes Window Back (N) 12.0 0.400 0.400 Standard Standard Yes Window Left (NW) 15.0 0.400 0.400 Standard Standard Yes Window Back (N) 15.0 0.400 0.400 Standard Standard Yes Window Back (N) 30.0 0.400 0.400 Standard Standard Yes Window Back (N) 15.0 0.400 0.400 Standard Standard Yes Window Back (N) 15.0 0.400 0.400 Standard Standard Yes Window Back (N) 15.0 0.400 0.400 Standard Standard Yes Window Back (N) 15.0 0.400 0.400 Standard Standard Yes Window Right (E) 15.0 0.400 .0.400 Standard Standard None Window Right (E) 15.0 0.400 0.400 Standard Standard None Door Right (E) 41.0 0.550 0.650 Standard Standard Yes HVAC SYSTEMS Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type Gas 0.800 AFUE n/a Attic R-4.2 No No Setback ACSplit 10.00 SEER No Attic R-4.2 No No Setback RoomHP 6.60 HSPF n/a None R-n/a n/a n/a Setback RoomHP 9.70 EER No None R-n/a n/a n/a Setback CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... The Auer Residence Date..01/14/04 14:48:56 MICROPAS6 v6.01 File -04008S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -4098 SF Residence WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Recirc/Timer 1 .58 50 R- n/a REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Frank Glazewski Company. Architect Address. 1370 Ridgewoo r. #10 Chico, Ca. 9 3 Phone... 530..343.463 License. Signed..4& Zy d to ENFORCEMENT AGENCY Name— Title ... ame..Title... Agency.. Phone... Signed.. ate DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Services Address. 574 Manzanita Avenue, Ste 9 Chico, CA 95926 Phone... 530-894-8466 Signed.. /y%� /' /41-oy ate ' MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... The Auer Residence Date..01/14/04 14:48:56 Pro'et Address 1267 O h W A ******* 7 c ........ r L.c CLL ay Chico, Ca. *v6.01* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 574 Manzanita Avenue, Ste 9 Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone. ........ 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -040085 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -4098 SF Residence Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce - *150(a): Minimum R-19 ceiling insulation. er ment 150(b): Loose fill insulation 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 than 2.0 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. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control .c. Flue damper and control 2. No continuous burning gas pilots allowed. RAPP- MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... The Auer Residence Date..01/14/04 14:48:56 MICROPAS6 v6.01 File -040085 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -4098 SF Residence 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.y 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 i 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 sectons 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. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... The Auer Residence Date..01/14/04 14:48:56 MICROPAS6 v6.01 File -040085 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -4098 SF Residence 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 / are IC (insulation cover) approved. ✓ COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......:.. The Auer Residence Date..01/14/04 14:48:56 ******* Project Address........ 1267 Orchard Way Chico, Ca. *v6.01* Documentation Author... Marty Runnells ******* . Building Permit Energy Calculation Services 574 Manzanita Avenue, Ste 9 Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -040085 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -4098 SF Residence Energy Use (kBtu/sf -yr) MICROPAS6 ENERGY USE SUMMARY Standard Proposed Design Design Space Heating.......... 17.66 15.27 Space Cooling.......... 11.61 12.21 Water Heating.......... 6.95 7.53 Total 36.22 35.01 Compliance Margin 2.39 -0.60 -0.58 1.21 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 4098 sf Single Family Detached New Front Facing 170 deg (S) 1 1 ReducedYear Raised Floor 2 38802 cf 0 sf 16.2 % of floor area 0.43 Btu/hr-sf-F 0.44 9.5 ft Vent Vent Air BUILDING ZONE INFORMATION Leakage Floor (sf) # of 2.0 Standard No Area Volume Dwell Cond- Thermostat Zone Type (sf) (cf) Units itioned Type HOUSE Residence 3882 36858 0.95 Yes Setback EXERCISE Residence 216 1944 0.05 Yes Setback Vent Vent Air Height Area Leakage (ft) (sf) Credit 2.0 Standard No 2.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... The Auer Residence Date..01/14/04 14:48:56 MICROPAS6 v6.01 File -04008S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -4098 SF Residence OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 379 0.065 19 170 90 Yes None FRONT 3 Door 14 0.330 0 170 90 Yes None ENTRY 4 Wall 755 0.065 19 260 90 Yes None LEFT 6 Wall 462 0.065 19 350 90 Yes None BACK 8 Wall 35 0.065 19 305 90 Yes None BACK RIGHT 9 Wall 11 0.065 19 35 90 Yes None BACK LEFT 10 Wall 610 0.065 19 80 90 Yes None RIGHT 12 Wall 149 0.065 19 170 90 Yes None KNEE WALL 13 Wall 435 0.065 19 170 90 No None TO GARAGE 14 Door 20 0.330 0 170 90 No None TO GARAGE 15 Floor 4098 0.037 19 n/a 0 No None FLOOR 16 Roof 3858 0.031 30 n/a 0 Yes None TO ATTIC 17 Roof 268 0.031 30 170 27 Yes None VAULTED EXERCISE 2 Wall 88 0.065 19 170 90 Yes None FRONT 5 Wall 114 0.065 19 260 90 Yes None LEFT 7 Wall 108 0.065 19 350 90 Yes None BACK 11 Wall 162 0.065 19 80 90 Yes None RIGHT FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (S) 12.0 0.400 0.400 170 90 Standard/0.76 Standard/0.68 2 Window Front (S) 18.0 0.400 0.400 170 90 Standard/0.76 Standard/0.68 3 Window Front (S) 15.0 0.400 0.400 170 90 Standard/0.76 Standard/0.68 4 Window Front (S) 12.0 0.400 0.400 170 90 Standard/0.76 Standard/0.68 5 Window Front (S) 6.0 0.400 0.400 170 90 Standard/0.76 Standard/0.68 6 Door Front (S) 14.0 0.550 0.650 170 90 Standard/0.76 Standard/0.68 7 Window Front (S) 6.0 0.400 0.400 170 90 Standard/0.76 Standard/0.68 8 Window Front (S) 13.4 0.400 0.400 170 90 Standard/0.76 Standard/0.68 9 Window Front (S) 15.0 0.400 0.400 170 9.0 Standard/0.76 Standard/0.68 10 Window Front (S) 15.0 0.400 0.400 170 90 Standard/0.76 Standard/0.68 11 Window Front (S) 9.0 0.400 0.400 170 90 Standard/0.76 Standard/0.68 12 Window Front (S) 15.0 0.400 0.400 170 90 Standard/0.76 Standard/0.68 13 Window Front (S) 15.0 0.400 0.400 170 90 Standard/0.76 Standard/0.68 15 Window Left (W) 9.0 0.400 0.400 260 90 Standard/0.76 Standard/0.68 16 Window Left (W) 15.0-0.400 0.400 260 90 Standard/0.76 Standard/0.68 17 Window Left (W) 12.5 0.400 0.400 260 90 Standard/0.76 Standard/0.68 18 Window Left (W) 12.5 0.400 0.400 260 90 Standard/0.76 Standard/0.68 19 Window Left (W) 12.5 0.400 0.400 260 90 Standard/0.76 Standard/0.68 20 Window Left (W) 18.0 0.400 0.400 260 90 Standard/0.76 Standard/0.68 24 Window Left (NW) 7.5 0.400 0.400 305 90 Standard/0.76 Standard/0.68 25 Window Back (N) 25.0 0.400 0.400 350 9'0 Standard/0.76 Standard/0.68 26 Window Back (NE) 7.5 0.400 0.400 35 90 Standard/0.76 Standard/0.68 27 Window Back (N) 15.0 0.400 0.400 350 90 Standard/0.76 Standard/0.68 28 Window Back (N) 24.0 0.400 0.400 350 90 Standard/0.76 Standard/0.68 29 Window Back (N) 15.0 0.400 0.400 350 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The Auer Residence Date..01/14/04 14:48:56 MICROPAS6 v6.01 File -040085 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -4098 SF Residence FENESTRATION SURFACES OVERHANGS AND SIDE FINS • Window- Area U- Left Fin Act Fin - Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC 30 Window Back (N) 13.5 0.400 0.400 350 90 Standard/0.76 Standard/0.68 31 Door Back (N) 41.0 0.550 0.650 350 90 Standard/0.76 Standard/0.68 32 Window Back (N) 12.0 0.400 0.400 350 90 Standard/0.76 Standard/0.68 33 Window. Left (NW) 15.0 0.400 0.400 305 90 Standard/0.76 Standard/0.68 34 Window Back (N) 15.0 0.400 0.400 350 90 Standard/0.76 Standard/0.68 35 Window Back (N) 30.0 0.400 0.400 350 90 Standard/0.76 Standard/0.68 36 Window Back (N) 15.0 0.400 0.400 350 90 Standard/0.76 Standard/0.68 37 Window Back (N) 15.0 0.400 0.400 350 90 Standard/0.76 Standard/0.68 38 Window Back (N) 15.0 0.400 0.400 350 90 Standard/0.76 Standard/0.68 39 Window Back (N) 15.0 0.400 0.400 350 90 Standard/0.76 Standard/0.68 40 Window Right (E) 15.0 0.400 0.400 80 90 Standard/0.76 Standard/0.68 41 Window Right (E) 15.0 0.400 0.400 80 90 Standard/0.76 Standard/0.68 42 Door Right (E) 41.0 0.550 0.650 80 90 Standard/0.76 Standard/0.68 EXERCISE n/a n/a n/a n/a n/a n/a n/a 13 Window 14 Door Front (S) 20.5 0.550 0.650 170 90 Standard/0.76 Standard/0.68 21 Window Left (W) 15.0 0.400 0.400 260 90 Standard/0.76 Standard/0.68 22 Window Left (W) 18.0 0.400 0.400 260 90 Standard/0.76 Standard/0.68 23 Window Left (W) 15.0 0.400 0.400 260 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS • Window- -overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 12.0 n/a 6 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 18.0 n/a 6 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 12.0 n/a 6 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 6.0 n/a 4 7 2 n/a n/a n/a n/a n/a n/a n/a n/a 6 Door 14.0 n/a 4 7 2 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 6.0 n/a 4 7 2 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 13.4 n/a 5 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 15.0 n/a 5 1.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 15.0 n/a 5 1.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 9.0 n/a 3 1.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 15.0 n/a 5 1.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 12.5 n/a 5 1.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 12.5 n/a 5 1.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 12.5 n/a 5. 1.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 18.0 n/a 6 12 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 27 Window 15.0 n/a 6 20 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 28 Window 24.0 n/a 6 20 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 29 Window 15.0 n/a 6 20 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 30,Window 13.5 n/a 1.5 20 0 n/a n/a n/a n/a n/a n/a n/a n/a 31 Door 41.0 n/a 6 20 1.5 n/a n/a n/a n/'a n/a n/a n/a n/a 32 Window 12.0 n/a 2 20 0 n/a n/a n/a n/a n/a n/a. n/a n/a 33 Window 15.0 n/a 6 12 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 34 Window 15.0 n/a 6 12 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 35 Window 30.0 n/a 6 12 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 36 Window 15.0 n/a 6 12 1.5 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... The Auer Residence Date..01/14/04 14:48:56 MICROPAS6 v6.01 File -04008S. Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic. Run -4098 SF Residence OVERHANGS AND SIDE FINS Window— Overhang Left Fin Right Fin— Area Left Rght Surface (sf) Wdth Hgth Dpth Hght,Ext Ext Ext. Dpth Hght Ext Dpth Hght 37 Window 15.0 n/a 5 12 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 38 Window 15.0 n/a 5 12 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 39 Window 15.0 n/a 5 12 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 42 Door 41.0 n/a 6.8 20 1.5 n/a n/a n/a n/a n/a n/a n/a n/a EXERCISE 14 Door 20.5 n/a 5 12 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 15.0 n/a 6 1.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 18.0 n/a 6 1.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 15.0 n/a 6 1.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Refrigerant Tested ACCA System Minimum Charge and Duct Duct IDuct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff HOUSE Gas 0.800 AFUE n/a Attic R-4.2 No No 0.737' ACSplit 10.00 SEER No Attic R-4.2 No No 0.645' EXERCISE RoomHP 6.60 HSPF n/a None R-n/a n/a n/a 1.000 RoomHP 9.70 EER No None R-n/a n/a n/a 1.000 WATER HEATING SYSTEMS Number. Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Recirc/Timer 1 .58 50 R- n/a REMARKS HVAC SIZING Page 1 HVAC Project Title.......... The Auer Residence Date..01/14/04 14:48:56 Project Address........ 1267 Orchard Way ***www - Chico, Ca. *v6.01* Documentation Author... Marty Runnells ******* Energy Calculation Services 574 Manzanita Avenue, Ste 9 Chico, CA 95926 530-894-8466 Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -04008S Wth-CTZ11S92 Program -HVAC SIZING User#-MPi333 User -Energy Calculation Servic Run -4098 SF Residence GENERAL INFORMATION Floor Area ................. Volume ........ ............ Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range . ........... . Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used....... Latent Load Fraction....... Description 4098 sf 38802 cf Front Facing 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 ..................... InternalGain .................... Ducts............................ Sensible Load .................... Latent Load ...................... 170 deg (S) Heating Cooling (Btuh) (Btuh) 21745 10312 12188 6802 n/a 8765 24537 8063 n/a 2209 5461 3264 63931 39415 n/a 7883 Minimum Total Load 63931 47298 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. HVAC SIZING Page 2 HVAC Project Title.......... The Auer Residence Date..01/14/04 14:48:56 MICROPAS6 v6.01 File -04008S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -4098 SF Residence HEATING AND COOLING LOAD SUMMARY BY ZONE ZONE 'HOUSE' Floor Area ....................... 3882 sf Volume ........................... 36858 cf Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 20428 9619 Glazing Conduction ............... 10877 6071 Glazing Solar .................... n/a 7080 Infiltration ..................... 23307 7659 Internal Gain .................... n/a 2209 Ducts ............................ 5461 3264 Sensible Load .................... 60074 35901 Latent Load ...................... n/a 7180 Minimum Zone Load 60074 43081 ZONE 'EXERCISE' Floor Area ....................... 216 sf Volume ........................... 1944-cf Heating Cooling Description .(Btuh) (Btuh) Opaque Conduction and Solar...... 1318 693 Glazing Conduction ............... 1.310 731 Glazing Solar .................... n/a 1686 Infiltration ..................... 1229 .404 Internal Gain .................... n/a 0 Ducts ............................ 0 0 Sensible Load .................... 3858 3514 Latent Load ...................... n/a 703 Minimum Zone Load 3858 4216 W CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The Auer Residence Date..01/14/04 ******* 14:48:56 Project Address........ 1267 Orchard Way Chico, Ca. *v6.01* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 574 Manzanita Avenue, Ste 9 Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone. ........ 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -04008S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -4098 SF Residence GENERAL INFORMATION Conditioned Floor Area..... 4098 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 170 deg (S) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 16.2 % of floor area Average Glazing U -factor... 0.43 Btu/hr-sf-F Average Glazing SHGC....... 0.44 Average Ceiling Height..... 9.5 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-19 R-n/a R-19 0.065 FRONT, LEFT, BACK BACK RIGHT, BACK LEFT RIGHT, KNEE WALL TO GARAGE Door n/a R-0 R-n/a R-0 0.330 ENTRY, TO GARAGE Floor n/a R-19 R-n/a R-19 0.037 FLOOR Roof n/a R-30 R-n/a R-30 0.031 TO ATTIC, VAULTED FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (S) 12.0 0.400 0.400 Standard Standard Yes Window Front (S) 18.0 0.400 0.400 Standard Standard Yes Window Front (S) 15.0 0.400 0.400 Standard Standard None •Window Front (S) 12.0 0.400 0.400 Standard Standard Yes Window Front (S) 6.0 0.400 0.400 Standard Standard Yes Door Front (S) 14.0 0.550 0.650 Standard Standard Yes Window Front (S) 6.0 0.400 0.400 Standard Standard Yes Window Front (S) 13.4 0.400 0.400 Standard Standard Yes Window Front (S) 15.0 0.400 0.400 Standard Standard None Window Front (S) 15.0 0.400 0.400 Standard Standard None Window Front (S) 9.0 0.400 0.400 Standard Standard None Window Front (S) 15.0 0.400 0.400 Standard Standard Yes Window Front (S) 15.0 0.400 0.400 Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... The Auer Residence Date..01/14/04 14:48:56 MICROPAS6 v6.01 File -04008S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -4098 SF Residence FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Door Front (S) 20.5 0.550 0.650 Standard Standard Yes Window Left (W) 9.0 0.400 0.400 Standard Standard Yes Window Left (W) 15.0 0.400 0.400 Standard Standard Yes Window Left (W) 12.5 0.400 0.400 Standard Standard Yes Window Left (W) 12.5 0.400 0.400 Standard Standard Yes Window Left (W) 12.5 0.400 0.400 Standard Standard Yes Window Left (W) 18.0 0.400 0.400 Standard Standard Yes Window Left (W) 15.0 0.400 0..400 Standard Standard Yes Window Left (W) 18.0 0.400 0.400 Standard Standard Yes Window Left (W) 15.0 0.400 0.400 Standard Standard Yes Window Left (NW) 7.5 0.400 0.400 Standard Standard None Window Back (N) 25.0 0.400 0.400 Standard Standard None Window Back (NE) 7.5 0.400 0.400 Standard Standard None Window Back (N) 15.0 0.400 0.400 Standard Standard Yes Window Back (N) 24.0 0.400 0.400 Standard Standard Yes Window Back (N) 15.0 0.400 0.400 Standard Standard Yes Window Back (N) 13.5 0.400 0.400 Standard Standard Yes Door Back (N) 41.0 0.550 0.650 Standard Standard Yes Window Back (N) .12.0 0.400 0.400 Standard Standard Yes Window Left (NW) 15.0 0.400 0.400 Standard Standard Yes Window Back (N) 15.0 0.400 0.400 Standard Standard Yes Window Back (N) 30.0 0.400 0.400 Standard Standard Yes Window Back (N) 15.0. 0.400 0.400 Standard Standard Yes Window Back (N) 15.0 0.400 0.400 Standard Standard Yes Window Back (N) 15.0 0.400 0.400 Standard Standard Yes Window Back (N) 15.0 0.400 0.400 Standard Standard Yes Window Right (E) 15.0 0.400 0.400 Standard Standard None Window Right (E) 15.0 0.400 0.400 Standard Standard None Door. Right (E) 41.0 0.550 0.650 Standard Standard Yes HVAC SYSTEMS Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type Gas 0.800 AFUE n/a Attic R-4.2 No No Setback ACSplit 10.00 SEER No Attic R-4.2 No No Setback RoomHP 6.60 HSPF n/a None R-n/a n/a n/a Setback RoomHP 9.70 EER No None R-n/a n/a n/a Setback CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... The Auer Residence Date..01/14/04 14:48:56 MICROPAS6 v6.01 File -04008S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -4098 SF Residence WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type -Distribution Type System Factor (gal) R -value Storage Gas Recirc/Timer 1 .58 50 R- n/a REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. Title... Agency.. Phone... Signed.. ate DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... Frank Glazewski Name.... Marty Runnells Company. Architect Company. Energy Calculation Services Address. 1370 Ridgewood #10 Address. 574 Manzanita Avenue, Ste 9 Chico, Ca. 95 Chico, CA 95926 Phone... 530..343.4630 Phone... 530-894-8466 License. 0 J. Signed.. l 2y �y Signed.. to date ENFORC* T AGENCY Name.... Title... Agency.. Phone... Signed.. ate MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... The Auer Residence Date..01/14/04 14:48:56 Project Address........ 1267 Orchard Way ******* to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. Chico, Ca. *v6.01* than 0.3%, water vapor transmission rate no greater than 2.0 Documentation Author... Marty Runnells ******* Building Permit standards. Indicate type and form. Energy Calculation Services 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 574 Manzanita Avenue, Ste 9 Plan Check Date 2. Fenestration products (except field fabricated) have Chico, CA 95926 label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 530-894-8466 Field Check/ Date Climate Zone........... 11 only. itf[1� 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -04008S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -4098 SF Residence Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may besuperseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the.mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-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 than 2.0 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(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. itf[1� 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... The Auer Residence Date..01/14/04 14:48:56 MICROPAS6 v6.01 File -040085 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -4098 SF Residence 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 sectons 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. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... The Auer Residence Date..01/14/04 14:48:56 MICROPAS6 v6.01 File -04008S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -4098 SF Residence 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 / are IC (insulation cover) approved. ✓ COMPUTER METHOD SUMMARY -_ Page 1 C -2R Project Title.......... The Auer Residence Date..01/14/04 14:48:56 dd h ******* Project A I- ........ 1267 Ox and Way Chico, Ca. *v6.01* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 574 Manzanita Avenue, Ste 9 Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone.... ..... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -040085 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -4098 SF Residence Energy Use (kBtu/sf-yr) MICROPAS6 ENERGY USE SUMMARY Standard Proposed Compliance Design Design Margin Space Heating.......... 17.66 15.27 2.39 Space Cooling.......... 11.61 12.21 -0.60 Water Heating.......... 6.95 7.53 -0.58 Total 36.22 35.01 1.21 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type .... ... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 4098 sf Single Family Detached New Front Facing 170 deg (S) 1 1 ReducedYear Raised Floor 2 38802 cf 0 sf 16.2 % of floor area 0.43 Btu/hr-sf-F 0.44 9.5 ft Vent Vent BUILDING ZONE INFORMATION Area Floor # of (sf) Credit 2.0 Area Volume Dwell Cond- Thermostat Zone Type (sf) (cf) Units itioned Type HOUSE Residence 3882 36858 0.95 Yes Setback EXERCISE Residence 216 1944 0.05 Yes Setback Vent Vent Air Height Area Leakage, (ft) (sf) Credit 2.0 Standard No 2.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... The Auer Residence Date..01/14/04 14:48:56 MICROPAS6 v6.01 File -04008S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -4098 SF Residence OPAQUE SURFACES Area U- Insul'Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 379 0.065 19 170 90 Yes None FRONT 3 Door 14 0.330 0 170 90 Yes None ENTRY 4 Wall 755 0.065 19 260 90 Yes None LEFT 6 Wall 462 0.065 19 350 90 Yes None BACK 8 Wall 35 0.065 19 305 90 Yes None BACK RIGHT 9 Wall 11 0.065 19 35 90 Yes None BACK LEFT 10 Wall 610 0.065 19 80 90 Yes None RIGHT 12 Wall 149 0.065 19 170 90 Yes None KNEE WALL 13 Wall 435 0.065 19 170 90 No None TO GARAGE 14 Door 20 0.330 0 170 90 No None TO GARAGE 15 Floor 4098 0.037 19 n/a 0 No None FLOOR 16 Roof 3858 0.031 30 n/a 0 Yes None TO ATTIC 17 Roof 268 0.031 30 170 27 Yes None VAULTED EXERCISE 2 Wall 88 0.065 19 170 90 Yes None FRONT 5 Wall 114 0.065 19 260 90 Yes None LEFT 7 Wall 108 0.065 19 350 90 Yes None BACK 11 Wall 162 0:065 19 80 90 Yes None RIGHT FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (S) 12.0 0.400 0.400 170 90 Standard/0.76 Standard/0.68 2 Window Front (S) 18.0 0.400 0.400 170 90 Standard/0.76 Standard/0.68 3 Window Front (S) 15.0 0.400 0.400 170 90 Standard/0.76 Standard/0.68 4 Window Front (S) 12.0 0.400 0.400 170 90 Standard/0.76 Standard/0.68 5 Window Front (S) 6.0 0.400 0.400 170 90 Standard/0.76 Standard/0.68 6 Door Front (S) 14.0 0.550 0.650 170 90 Standard/0.76 Standard/0.68 7 Window Front (S) 6.0 0.400 0.400 170 90 Standard/0.76 Standard/0.68 8 Window Front (S) 13.4 0.400 0.400 170 90 Standard/0.76 Standard/0.68 9 Window Front (S) 15.0 0.400 0.400 170 90 Standard/0.76 Standard/0.68 10 Window Front (S) 15.0 0.400 0.400 170 90 Standard/0.76 Standard/0.68 11 Window Front (S) 9.0 0.400 0.400 170 90 Standard/0.76 Standard/0.68 12 Window Front (S) 15.0 0.400 0.400 170 90 Standard/0.76 Standard/0.68 13 Window Front (S) 15.0 0.400 0.400 170 90 Standard/0.76 Standard/0.68 15 Window Left (W) 9.0 0.400 0.400 260 90 Standard/0.76 Standard/0.68 16 Window Left (W) 15.0 0.400 0.400 260 90 Standard/0.76 Standard/0.68 17 Window Left (W) 12.5 0.400 0.400 260 90 Standard/0.76 Standard/0.68 18 Window Left (W) 12.5 0.400 0.400 260 90 Standard/0.76 Standard/0.68 19 Window Left (W) 12.5 0.400 0.400 260 90 Standard/0.76 Standard/0.68 20 Window Left (W) 18.0 0.400 0.400 260 90 Standard/0.76 Standard/0.68 24 Window Left (NW) 7.5 0.400 0.400 305 90 Standard/0.76 Standard/0.68 25 Window Back (N) 25.0 0.400 0.400 350 90 Standard/0.76 Standard/0.68 26 Window Back (NE) 7.5 0.400 0.400 35 90 Standard/0.76 Standard/0.68 27 Window Back (N) 15.0 0.400 0.400 350 90 Standard/0.76 Standard/0.68 28 Window Back (N) 24.0 0.400 0.400 350 90 Standard/0.76 Standard/0.68 29 Window Back (N) 15.0 0.400 0.400 350 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The Auer Residence Date..01/14/04 14:48:56 MICROPAS6 v6.01 File -04008S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -4098 SF Residence FENESTRATION SURFACES Area U Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC 30 Window Back (N) 13.5 0.400 0.400 350 90 Standard/0.76 Standard/0.68 31 Door Back (N) 41.0 0.550 0.650 350 90 Standard/0.76 Standard/0.68 32 Window Back (N) 12.0 0.400 0.400 350 90 Standard/0.76 Standard/0.68 33 Window Left (NW) 15.0 0.400 0.400 305 90 Standard/0.76 Standard/0.68 34 Window Back (N) 15.0 0.400 0.400 350 90 Standard/0.76 Standard/0.68 35 Window Back (N) 30.0 0.400 0.400 350 90 Standard/0.76 Standard/0.68 36 Window Back (N) 15.0 0.400 0.400 350 90 Standard/0.76 Standard/0.68 37 Window Back (N) 15.0 0.400 0.400 350 90 Standard/0.76 Standard/0.68 38 Window Back (N) 15.0 0.400 0.400 350 90 Standard/0.76 Standard/0.68 39 Window Back (N) 15.0 0.400 0.400 350 90 Standard/0.76 Standard/0.68 40 Window Right (E) 15.0 0.400 0.400 80 90 Standard/0.76 Standard/0.68 41 Window Right (E) 15.0 0.400 0.400 80 90 Standard/0.76 Standard/0.68 42 Door Right (E) 41.0 0.550 0.650 80 90 Standard/0.76 Standard/0.68 EXERCISE 14 Door Front (S) 20.5 0.550 0.650 170 9.0 Standard/0.76 Standard/0.68 21 Window Left (W) 15.0 0.400 0.400 260 90 Standard/0.76 Standard/0.68 22 Window Left (W) 18.0 0.400 0.400 260 90 Standard/0.76 Standard/0.68 23 Window Left (W) 15.0 0.400 0.400 260 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS Window-verhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 12.0 n/a 6 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 18.0 n/a 6 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 12.0 n/a 6 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 6.0 n/a 4 7 2 n/a n/a n/a n/a n/a n/a n/a n/a 6 Door 14.0 n/a 4 7 2 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 6.0 n/a 4 7 2 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 13.4 n/a 5 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 15.0 n/a 5 1.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 15.0 n/a 5 1.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 9.0 n/a 3 1.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 15.0 n/a 5 1.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 12.5 n/a 5 1.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 12.5 n/a 5 1.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 12.5 n/a 5 1.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 18.0 n/a 6 12 1.5 n/a n/a n/a 'n/a n/a n/a n/a n/a 27 Window 15.0 n/a 6 20 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 28 Window 24.0 n/a 6 20 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 29 Window 15.0 n/a 6 20 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 30 Window 13.5 n/a 1.5 20 0 n/a .n/a n/a n/a n/a n/a n/a n/a 31 Door 41.0 n/a 6 20 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 32 Window 12.0 n/a 2 20 0 n/a n/a n/a n/a n/a n/a n/a n/a 33 Window 15.0 n/a 6 12 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 34 Window 15.0 n/a 6 12 1.5 n/a n/an/a n/a n/a n/a n/a n/a 35 Window 30.0 n/a 6 12 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 36 Window 15.0 n/a 6 12 1.5 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... The Auer Residence Date..01/14/04 14:48:56 MICROPAS6 v6.01 File -04008S. Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -4098 SF Residence Surface j7 Window 38 Window 39 Window 42 Door EXERCISE 14 Door 21 Window 22 Window 23 Window System Type HOUSE Gas ACSplit EXERCISE RoomHP RoomHP OVERHANGS AND SIDE FINS Wi"ndow— Overhang Left Fin Right Fin— Area Left Rght (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 15.0 n/a 5 12 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 15.0 n/a 5 12 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 15.0 n/a 5 12 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 41.0 n/a 6.8 20 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 20.5 n/a 5 12 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 15.0 n/a 6 1.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 18.0 n/a 6 1.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 15.0 n/a' 6 1.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Refrigerant Tested ACCA Minimum Charge and Duct Duct Duct Manual Duct Efficiency Airflow Location R -value Leakage D Eff 0.800 AFUE 10.00 SEER 6.60 HSPF 9.70 EER Tank Type Heater Type 1 Storage Gas n/a Attic R-4.2 No No Attic R-4.2 No n/a None R-n/a n/a No None R-n/a n/a WATER HEATING SYSTEMS Number in Energy Distribution Type System Factor Recirc/Timer 1 .58 REMARKS No 0.737 No 0.645' n/a 1.000 n/a 1.000 Tank External Size Insulation (gal) R -value 50 R- n/a W HVAC SIZING Page 1 HVAC Project Title.......... The Auer Residence Date..01/14/04 14:48:56 Project Address........ 1267 Orchard Way ******* Chico, Ca. *v6.01* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 574 Manzanita Avenue, Ste 9 Plan Check Date Chico, CA' 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -04008S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -4098 SF Residence GENERAL INFORMATION Floor Area ................. 4098 sf Volume .. ..... ............ 38802 cf Front Orientation.......... Front Facing Sizing Location............ CHICO EXP STA Latitude ................... 39.7 degrees Winter Outside Design...... 27 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 78 F Summer Range. ...... ..... 37 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY 170 deg (S) Cooling (Btuh) 10312 6802 8765 8063 2209 3264 39415 7883 Minimum Total Load 63931 47298 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. Heating Description (Btuh) Opaque Conduction and Solar...... 21745 Glazing Conduction ............... 12188 Glazing Solar .................... n/a Infiltration........ ........... 24537 Internal Gain .................... n/a Ducts ............................ 5461 Sensible Load .................... 63931 Latent Load ...................... n/a 170 deg (S) Cooling (Btuh) 10312 6802 8765 8063 2209 3264 39415 7883 Minimum Total Load 63931 47298 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. M HVAC SIZING Page 2 HVAC Project Title.......... The Auer Residence Date..01/14/04 14:48:56 MICROPAS6 v6.01 File -04008S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -4098 SF Residence HEATING AND COOLING LOAD SUMMARY BY ZONE ZONE 'HOUSE' Floor Area ....................... 3882 sf Volume ........................... 36858 cf Floor Area ....................... Heating Description (Btuh) Opaque Conduction and Solar...... 20428 Glazing Conduction ............... 10877 Glazing Solar .................... n/a Infiltration ..................... 23307 InternalGain .................... n/a Ducts ............................ 5461 Sensible Load.. .................. 60074 Latent Load ...................... n/a Minimum Zone Load 60074 ZONE 'EXERCISE' Floor Area ....................... 216 sf Volume ........................... 1944 cf Heating Description (Btuh) Opaque Conduction and Solar...... 1318 Glazing Conduction ................ 1310 Glazing Solar .................... n/a Infiltration ..................... 1229 Internal Gain.. ................... n/a Ducts ............................ 0 Sensible Load .................... 3858 Latent Load ...................... n/a Minimum Zone Load 3858 Cooling (Btuh) 9619 6071 7080 7659 2209 3264 35901 7180 43081 Cooling (Btuh) . 693 731 1686 404 0 0 3514 703 4216 Frank M. Glazewski Architect 1370 Ridgewood Drive Suite 10 Chico, California 95973 530/3434630 530/893-0532 fax January 27, 2004 Department of Development Services Building Division 7 County Center Drive Oroville, California 95965 Project: Auer residence 1267 Orchard Way Chico, California Contractor: Ralph Auer Permit number: Unknown Truss designer: Longfellow Lumber Attn: Building Official Truss submittal certification letter This letter is to certify that I have reviewed the truss calculations for the above-mentioned project, and find them to be in compliance with the plans and specifications; including, but not limited to, connections, truss loads, load path and bearing points, etc. If you have n questions, please feel free to contact this office. Sincerely, rchitect AR 7_4 No. C-27470 � Q a F ��• 08 4..Z0F C A�-� . _ _ ,�.:��.� t_ .� _ _. . _ __ ... _ ..... _ µ M_ _.� . � . t . , .. � .... ._ � , 4 _ � - ..� -• J � } t.. - - Y. � f. - �z i ' � � � � � ,� _ 'I. r O.B.- I I OWNER BUILDER INFORMATION I 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 they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect 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: ♦ If you employ or otherwise engage, any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ 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. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ 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 Department of Benefit Payments and the Division of Industrial Accidents. 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 "owner builder" 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. rely, s �w Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE. This Owner -Builder information is required by Section 19830 of the California Health and Safety Code OVER OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement : YES*AO NO ❑ 2. I HAVER HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: 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: NAME: 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: E / ADDRESS PHONE TYPE OF NVORK seqiJ s&is s SIGNED: J PROPERTYOWNER: SOCIAL SECURITY NUMBER: DATE:_ dY 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 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE ProjectTitle: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.); a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb I acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: RGY CALCULATION SERVICES Biting, Analysis and Documentation CEC Certified Energy Plans Examiner - RES91-1006 / NR -91 -1002{ -HERS Analysts - RD/FmHa Auditors -Member of RRHA of Texas Reference: Title 24 energy calculations for your RESIDENTIAL project. To whom it may concern; Provided in this package, are three sets of energy calculations. Two of these sets are for submittal to the building department. One set, the paper clipped original, is your file copy. Please be sure to sign these energy calculations on page 1 of the CF -1 r forms where indicated. Read the signature requirements and determine who is most qualified, or willing to accept responsibility for the installation of energy measures required to meet the California energy code. A "Mandatory Measures" checklist is contained within the energy documents. These requirements pertain to all construction and should be considered minimum code requirements. Any specific increases in efficiencies noted in the Title -24 Energy Documentation supercede "Mandatory Measures". Energy features that must be incorporated into this structure are indicated on the summary sheet attached, by paper clip, to one set of the energy calculations. This information should be copied and presented to all sub -contractors to ensure proper installation of these energy features per Title -24 requirements. You may be eligible to receive State, Federal or Privately funded incentives for upgrading your projects energy efficiency. Please feel free to call with any questions that you might have regarding current programs in affect for residential new construction. The sooner you do this the better. Any questions will be gladly answered. If I may be of any assistance, now, or in the future, please don't hesitate to call. Thank you for your business. Marty Runnells, C.E.A Energy Calculation Services 574 Manzanita Avenue, Suite 9 ecs@energyguru.com 877 /530.894.8466 tel. Chico, California 95926 Est. 1989 530.894.3422 fax. General Notes; TITLE -24. Part 1 "ENERGY EFFICIENCY STANDARDS" The following energy requirements must be met, or exceeded, to obtain final building department approval. It is the responsibility of the owner / project supervisor to ensure that these features are installed. Project Name —The Auer Residence, Job # - 04008s Date — 1/14/2004 INSULATION Wall insulation shall be at least R-19 between framing. note: . Ceiling insulation shall be at least R-30 between framing. Note: . Floor insulation shall be at least R- 19 between framing. Note: . HEATING, VENTILATION and AIR CONDITIONING Cooling unit shall have a SEER of at least 10 and a furnace AFUE of at least .80 Exercise room cooling unit to have an EER of at least 9.7 and a heatpump HSPF of at least 6.6 The majority of ducting for unit one shall be located in the attic and be insulated to a level of R-4.2 or greater. A zonally controlled HVAC unit will not be installed as a Title 24 requirement. DOMESTIC HOT WATER Water heater(s) shall be installed with an energy factor (EF) of .58 A re -circulating pump will be installed to mechanically re -circulate hot water, and be controlled by a timer. 3/4" hot water pipe will not be installed and insulated to obtain a credit as. per the residential energy efficiency manual. Note: Hot water pipe in re -circulating systems, and the first five feet of inlet/outlet pipe at the water heater must always be insulated as per Mandatory Measures and do not qualify for this credit. This water heater will not incorporate a hot water recovery system. FENESTRATION PRODUCTS. All windows shall have vinyl frames, or frames of a less conductive material. Operable windows shall have a Ll -value of .40 or better, and a SHGC of .40 or lower. Note: Fixed windows shall have a Ll -value of .40 or better, and a SHGC of .40 or lower. Note: Hinged doors shall have a u -value of .55 or better, and a SHGC of .65 or lower. Note: Sliding patio doors shall have a U -value of .41 or better, and a SHGC of .40 or lower. Note: "Low E" glass will be required Note the following exceptions if any; Hinged doors and Glass Block are not required to have Low -E glass. ENERGY CALCULATION SERVICES 574 Manzanita Avenue, Suite "9 Chico, CA. 95926 Tel. 916 894-8466 / FAX 916 894-2422 CABEC certified Energy Analysts, CBI Energy Plans.Examiners, CHEERS Raters. E.H. USE ONLY Piot Plan Attached Floor Plan Ansetted r, Sent to ®.D. L— TO: Building 'Department FROM: � Environmental Health SUBJECT: Sanitation Clearance r X39 360-Ile Owner Location AP# Plan Approved for: Sewage Disposal =/ Water Supply: Public ✓ Private Well Hold final for: Final clearance O.K. for: NOTE: Si Environmental Health Specialist 8/96 IzI19 (Z3 STRUCTURAL CALCULATIONS Frank M. Glazewski architect Structural designer 1370 Ridgewood Drive Suite 10 Chico, California 95973 Tel (530) 343-4630 Fax (530) 893-0532 7 Genera Wind loading; Basic wind speed Exposure Design method Normahforcemethod Structure category Enclosed Seismic; Seismic zone Gravity loading; A-.-.Pmhlv- Armlicable DL LL Reducible LL? Sloped roof -less than 4:12 .0' 20 No Sloped roof - greater than 4:12 Yes ; 0101,6. N Upperfloor o: -.0,104Q.�'�` ":Yes Lower floor -N . Q 040: Soil data; UBC Classification Allowable bearing 5 1.000 ksf Soil, <r711' -- IL Soil classification Reference table 18-1-A 1997 UBC Soil weight 0;1-- kcf Input data for user defined classification Allowable bearing pressure ;6.GQQi ksf Max. allowable pressure O.00Or ksf Increase for depth PO 0.00 ksf/ft depth Increase for width OOOOh" ksf/ft width Friction coeficient a O''0OW, Lateral bearing (passive) 1'4.Q00" ksf/ft. of depth below grade Increase for wind/seismicYO:000a Include footing weight when calculating soil pressure ? jes' Soil data used for design Allowable bearing pressure 1.000 ksf Max. allowable pressure 0.000 ksf Increase for depth 0.200 ksf/ft depth Increase for width 0.000 ksf/ft width Friction coefficient 0.000 Lateral bearing (passive) 0.100 ksf/ft. of depth below grade Increase for wind/seismic 1.330 Resistance 0.130 ksf Page 1 q �Designcapacity'of'framing�members Load duration factor a 1:25:.;; Unless noted, 2x and 4x members are DF#2.6x members are DF#1 n Member size Mcap Vcap I(in^4) 152 2x4 0.419 0.416 5.360 1 274 2x8 0896 M 1.438 .0:654` 0.861 - x 20;780 m 47.640 :.3.67,', 2x10':' h,. 2x12 2x14 7 : 2145 1'099- 2.884 _1.336 7. 77f66(T777 98w930 , 177.980 n 44 0.978 0.970-1 12 510 152 48:530 ' 8.456 4x8 3.633 2.009 111.150 38 41:3 4x10., :5 459 4x12 7.403 3.118 415.280 1050:7,90'. ; ` 4x14 s 9 335. ___ :.3.67,', 678:470 5125x16 __v ...P,. .�7;.,,_.. ,...:tip....,. .. s, y_ ..�..-.. ��`...,.........ta+,.... _.,......�._.._ .._.....,...._.n�._..,.nL..J.,._.._ave� �A 1 6x6 3.900 2.143 76.260 T 2490.750 6x87 776 2'825 '7,174:660 600 11.030_ 3.604 362.750 ' _ 6x12`' 7;716.315 6x14 22.259 5.163 1066.180 3.12502 18.750 _ 5.156 450.000 3.125x13 23 421-: 7 5'801, _ _ _.. ......5.._.4 :; 640 720 3.125x15 28.580 6.44 878.910 3125x 16 5� 34 21.6 7 09'0 11-71 69:820 3.125x18 40.329 7.735 1518.750 n 5125x12 30.750 8.456 738.000 5,125X14.5 = 38 41:3 9 514 1050:7,90'. ; 1 5.12505 46.870 _ 10.570 1441.410 5 56115 11 628 1918:510 5125x16 �A Y{: 5.125x18 66.140 12.685 T 2490.750 n VW' � z (6o _old+ zC.oi�)= VJ ZCUs C26IZ+I S of `1 4 Z(.o(8)- w2 C�fz +I -S 1 11 Title Dsgnr: Description Scope : Job # Date: 10:21 PM, 14 DEC 03 Rev: 560000 Page 1 User: KW -0604815, Ver 5.6.0, 2 -Sep -2002 General Timber Beam %auer.ecw:CaIWlBIlOnS (01983-2002 ENERCALC Engineering Software Y' Description H-1 General Information Ueaa Loao Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 6x12 Max Stress Ratio Center Span 12.50 ft .....Lu 0.00 ft Beam Width 5.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.500 in Right Cantilever It .....Lu 0.00 It Member Type Sawn Douglas Fir - Larch, No.1 17.0 k -ft Bm Wt. Added to Loads Allowable Fb Base Allow 1,350.0 psi Load Dur. Factor 1.250 Fv Allow 85.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 35.000 pcf E 1,600.0 ksi Full Length Uniform Loads Center DL 126.00 #/ft LL 144.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Beam Design OK Span= 12.50ft, Beam Width = 5.500in x Depth = 11.5in, Ends are Pin -Pin Ueaa Loao I oral Loaa BUIL VdrrlIICYCr... Max Stress Ratio 0.398 : 1 Deflection -0.070 in -0.141 in Deflection Maximum Moment 0.000 in 5.6 k -ft Maximum Shear* 1.5 2.7 k Allowable 0.0 17.0 k -ft 2,154.3 Allowable Right Cantilever... 6.7 k Max. Positive Moment 5.57 k -ft at 6.250 ft Shear: @ Left 1.78 k ' Max. Negative Moment 0.00 k -ft at 0.000 It 0.0 @ Right 1.78 k Max @ Left Support 0.00 k -ft 0.519 in Max. Right Reaction Camber: @ Left 0.000in Max @ Right Support 0.00 k -ft LStress Calcs @ Center 0.104in Bending Analysis @ Right 0.000in ' . Max. M allow 17.05 Ck 24.972 Reactions... Sxx 121.229 in3 Area 63.250 in2 fb 551.72 psi fv 42.30 psi Left DL 0.88 k Max 1.78k Fb 1,687.50 psi Fv 106.25 psi Right DL 0.88 k Max 1.78 k Deflections Center Span... Ueaa Loao I oral Loaa BUIL VdrrlIICYCr... -.-I . I v4- ____ Deflection -0.070 in -0.141 in Deflection 0.000 in 0.000 in ...Location 6.250 It 6.250 It ...Length/Deft 0.0 0.0 ...Length/Deft 2,154.3 1,067.24 Right Cantilever... 2.68 k Camber ( using 1.5 * D.L. Defl ) ... 25.180 in2 Deflection 0.000 in 0.000 in @ Center 0.104 in Bearing @ Supports ...Length/Deft 0.0 0.0 @ Left 0.000 in Bearing Length Req'd 0.519 in Max. Right Reaction 1.78 k @ Right 0.000 in LStress Calcs Bending Analysis Ck 24.972 Le 0.000 It Sxx 121.229 in3 Area 63.250 in2 Cf 1.000 Rb 0.000 CI 0.000 M Max Moment Sxx Req'd Allowable lb @ Center 5.57 k -ft 39.64 in3 1,687.50 psi @ Left Support 0.00 k -ft 0.00 in3 1,687.50 psi @ Right Support 0.00 k -ft 0.00 in3 1,687.50 psi Shear Analysis @ Left Support @ Right Support Design Shear 2.68 k 2.68 k Area Required 25.180 in2 25.180 in2 Fv: Allowable 106.25 psi 106.25 psi Bearing @ Supports Max. Left Reaction 1.78 k Bearing Length Req'd 0.519 in Max. Right Reaction 1.78 k Bearing Length Req'd 0.519 in M ' Title : Job # ` Dsgnr: Date: 10:24PM, 14 DEC 03 ' Description Scope: Rev 560000 User: KW -0604815, Ver 5.6.0, 2 -Sep -2002 General Timber Beam Page 1 y:\auer.ecw:Calculalions (c)1983-2002 ENERCALC Engineering Software Description H-2 General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name Prilm: 5.25x14.0 Center Span 18.33 ft .....Lu 0.00 It Beam Width 5.250 in Left Cantilever It .....Lu 0.00 ft Beam Depth 14.000 in Right Cantilever It ...Lu 0.00 It Member Type Sawn Truss Joist - MacMillan, Parallam 2.0E Bm Wt. Added to Loads Fb Base Allow 2,900.0 psi Load Dur. Factor Beam End Fixity 1.250 Pin -Pin Fv Allow 290.0 psi Fc Allow 650.0 psi Wood Density 35.000 pcf E 2,000.0 ksi ' LTrapezoidal Loads #1 DL @ Left DL @ Right 71.00 #/ft 71.00 #/ft LL @ Left 40.00 #/ft Start Loc 0.000 ft LL @ Right 40.00 #/ft End Loc 1.750 It #2 DL @ Left DL @ Right 239.00 #/ft 239.00 #/ft LL @ Left 232.00 #/ft Start Loc 1.750 It LL @ Right 232.00 #/ft End Loc 18.330 It - Point Loads ' Dead Load 800.0 lbs Live Load 917.0 lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs ...distance 1.750 ft 0.000 It 0.000 ft 0.000 It 0.000 ft 0.000 It 0.000 ft ' Summary Beam Design OK Span= 18.33ft, Beam Width = 5.250in x Depth = 14.in, Ends are Pin -Pin Max Stress Ratio 0.420 : 1 ' Maximum Moment Allowable 21.8 k -ft Maximum Shear * 1.5 8.2 k 51.8 k -ft Allowable 26.6 k Max. Positive Moment Max. Negative Moment 21.78 k -ft -0.00 k -ft at 8.872 It Shear: @ Left 5.43 k at 18.330 ft @ Right 4.61 k Max @ Left Support Max @ Right Support Max. M allow fb 1,523.72 psi 0.00 k -ft 0.00 k -ft 51.81Reactions... fv Camber: @ Left 6.000 in @ Center 0.433in @ Right 0.000in t 110.89 psi Left DL 2.80 k Max 5.43 k 2� Fb 3,625.00 psi Fv 362.50 psi Right DL 2.42 k Max 4.61 k Deflections ' Center Span... Deflection ...Location Dead Load -0.289 in 9.092 ft Total Load Left Cantilever... Dead Load Total Load -0.554 in Deflection 0.000 in 0.000 in 9.092 ft ...Length/Deft 0.0 0.0 ...Length/Deft 761.7 397.20 Right Cantilever... Camber ( using 1.5D.L. @ Center DO ) ... 0.433 in Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 ' @ Left 0.000 in @ Right 0.000 in 1 Title: E Job # Dsgnr: Date: 10:24PM, 14 DEC 03 Description Scope 7ev:560000 Page 2 erKW-0604815,Ver 5.6.0,2 -Sep -2002 General Timber Beam (01983-2002 ENERCALC Engineering Software y:lauer.ecw:Calwlations L Description H-2 Stress Calcs Bending Analysis Ck 19.049 Le 0.000 ft Sxx 171.500 in3 Area 73.500 in2 Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Req'd Allowable fb @ Center 21.78 k -ft 72.09 in3 3,625.00 psi @ Left Support 0.00 k -ft 0.00 in3 3,625.00 psi @ Right Support 0.00 k -ft 0.00 in3 3,625.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 8.15 k 6.92 k Area Required 22.484 in2 19.094 in2 Fv: Allowable 362.50 psi 362.50 psi Bearing @ Supports Max. Left Reaction 5.43 k Bearing Length Req'd. 1.592 in Max. Right Reaction 4.61 k Bearing Length Req'd 1.352 in 3.0 0 C V\J = 6 3.0 016 /s- G"Z 3 53,9ST/Z -z. 53, ?S- o t (9)lq /, ?J- = s S -q Sj2el -P ' -- ('3 i9 I� Rev: 560000 User: KW -0604815, Ver 5.6.0. (c)1983-2002 ENERCALC Eno Description H-3 Title : Dsgnr: Description Scope: 102 General Timber Beam Software Job # Date: 11:51AM, 17 DEC 03 Page 1 .ecw:Calculations General Information Trapezoidal Loads Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name Prllm: 5.25x11.875 Center Span 10.33 ft .....Lu 0.00 ft Beam Width 5.250 in Left Cantilever ft .....Lu 0.00 It Beam Depth 11.875 in Right Cantilever ft .....Lu 0.00 It Member Type 0.000 It Truss Joist - MacMillan, Parallam 2.0E Bm Wt. Added to Loads DL @ Right Fb Base Allow 2,900.0 psi Load Dur. Factor 1.250 Fv Allow 290.0 psi Beam End Fixity Pin -Pin Fc Allow 650.0 psi Wood Density 35.000 pcf E 2,000.0 ksi ' Trapezoidal Loads Dead Load -0.093 in 5.124 It 1,330.6 D.L. Defl ) ... 0.140 in 0.000 in 0.000 in Total Load Len: can never... -0.197 in Deflection 5.124 ft ...Length/Deft 630.24 Right Cantilever... Deflection ...Length/Defl Ueda Lodu 0.000 in 0.0 0.000 in 0.0 1 aide wau 0.000 in 0.0 0.000 in 0.0 Stress Calcs #1 DL @ Left 545.00 #/ft LL @ Left 623.00 #/ft Start Loc 0.000 It Bending Analysis Ck 19.049 Le 0.000 ft DL @ Right 545.00 #/ft LL @ Right 623.00 #/ft End Loc 5.500 ft Rb 0.000 Cl 0.000 #2 DL @ Left 484.00 #/ft LL @ Left 554.00 #/ft Start Loc 5.500 ft Sxx Reg' d ' DL @ Right 484.00 #/ft LL @ Right 554.00 #/ft End Loc 15.03 k -ft 10.330 ft 3,625.00 psi Summary @ Left Support 0.00 k -ft 0.00 in3 Beam Design OK Span= 10.33ft, Beam Width = 5.250in x Depth = 11.875in, Ends are Pin -Pin 0.00 k -ft 0.00 in3 3,625.00 psi Max Stress Ratio 0.403 : 1 @ Left Support @ Right Support Maximum Moment Design Shear 15.0 k -ft Maximum Shear * 1.5 .8.9 k Allowable Area Required 37.3 k -ft Allowable 23.296 in2 22.6 k ' Max. Positive Moment 15.03 k -ft at 5.041 ft Shear: @ Left 5.96 k Bearing @ Supports Max. Negative Moment 0.00 k -ft at 0.000 It @ Right 5.63 k Max. Left Reaction 5.96 k Max @ Left Support 0.00 k -ft Camber: @ Left @ Center 0.000in 0.140in 5.63 k ' Max @ Right Support 0.00 k -ft 0.000 in Max. M 37.27Reactions... @ Right allow lb 1,461.97 psi fv 143.50 psi Left DL 2.82 k Max 5.96k 4' Fb 3,625.00 psi Fv 362.50 psi Right DL 2.67 k Max 5.63 k LDeflections ' ' Center Span... Deflection ...Location ...Length/Deft Camber ( using 1.5' @ Center @ Left @ Right Dead Load -0.093 in 5.124 It 1,330.6 D.L. Defl ) ... 0.140 in 0.000 in 0.000 in Total Load Len: can never... -0.197 in Deflection 5.124 ft ...Length/Deft 630.24 Right Cantilever... Deflection ...Length/Defl Ueda Lodu 0.000 in 0.0 0.000 in 0.0 1 aide wau 0.000 in 0.0 0.000 in 0.0 Stress Calcs Bending Analysis Ck 19.049 Le 0.000 ft Sxx 123.389 in3 Area 62.344 in2 Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Reg' d Allowable lb @ Center 15.03 k -ft 49.76 in3 3,625.00 psi ' @ Left Support 0.00 k -ft 0.00 in3 3,625.00 psi @ Right Support 0.00 k -ft 0.00 in3 3,625.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 8.95 k 8.44 k ' Area Required 24.679 in2 23.296 in2 Fv: Allowable 362.50 psi 362.50 psi Bearing @ Supports Max. Left Reaction 5.96 k Bearing Length Req'd 1.748 in ' Max. Right Reaction 5.63 k Bearing Length Req'd 1.650 in ' Span= 6.25ft, Beam Width = 5.500in x Depth = 11.5in, Ends are Pin -Pin Max Stress Ratio 0.836 : 1 Maximum Moment 5.9 k -ft Maximum Shear • 1.5 Allowable 17.0 k -ft Allowable Max. Positive Moment 5.85 k -ft at 3.125 ft Shear: @ Left Max. Negative Moment 0.00 k -ft at 6.250 ft @ Right Max @ Left Support 0.00 k -ft Camber: @ Left Max @ Right Support 0.00 k -ft @ Center Max. M allow 17.05Reactions... @ Right lb 579.21 psi fv 88.81 psi Left DL 1.75 k Max Fb 1,687.50 psi Fv 106.25 psi Right DL 1.75 k Max Calculations are designed to 1997 NDS and 1997 UBC Requirements Title : Dsgnr: ' Description 5.500 in Scope : 1 User: KW -0604815, Ver 5.6.0, 2 -Sep (c)1 (c)1983-2002 ENERCALC Engineerir Description H-4 11 r General Timber Beam Job # 1 Date: 11:52AM, 17 DEC 03 Page 1 .emCalwlations General Information Span= 6.25ft, Beam Width = 5.500in x Depth = 11.5in, Ends are Pin -Pin Max Stress Ratio 0.836 : 1 Maximum Moment 5.9 k -ft Maximum Shear • 1.5 Allowable 17.0 k -ft Allowable Max. Positive Moment 5.85 k -ft at 3.125 ft Shear: @ Left Max. Negative Moment 0.00 k -ft at 6.250 ft @ Right Max @ Left Support 0.00 k -ft Camber: @ Left Max @ Right Support 0.00 k -ft @ Center Max. M allow 17.05Reactions... @ Right lb 579.21 psi fv 88.81 psi Left DL 1.75 k Max Fb 1,687.50 psi Fv 106.25 psi Right DL 1.75 k Max Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 6x12 Center Span 6.25 ft .....Lu 0.00 ft Beam Width 5.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.500 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.1 Bm Wt. Added to Loads -0.017 in -0.037 Fb Base Allow 1,350.0 psi Load Dur. Factor 1.250 Fv Allow 85.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 35.000 pcf E 1,600.0 ksi _Full Length Uniform Loads Center DL 544.00 #/ft LL 639.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Summary Beam Design OK ' ' ' Span= 6.25ft, Beam Width = 5.500in x Depth = 11.5in, Ends are Pin -Pin Max Stress Ratio 0.836 : 1 Maximum Moment 5.9 k -ft Maximum Shear • 1.5 Allowable 17.0 k -ft Allowable Max. Positive Moment 5.85 k -ft at 3.125 ft Shear: @ Left Max. Negative Moment 0.00 k -ft at 6.250 ft @ Right Max @ Left Support 0.00 k -ft Camber: @ Left Max @ Right Support 0.00 k -ft @ Center Max. M allow 17.05Reactions... @ Right lb 579.21 psi fv 88.81 psi Left DL 1.75 k Max Fb 1,687.50 psi Fv 106.25 psi Right DL 1.75 k Max 5.6 k 6.7 k 3.74 k 3.74 k 0.000 in 0.026in 0.000in 3.74 k 3.74k ' [D Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.017 in -0.037 in Deflection 0.000 in 0.000 in ...Location 3.125 ft 3.125 ft ...Length/Del 0.0 0.0 ' ...Length/Deft 4,355.8 2,033.17 Right Cantilever... Camber ( using 1.5 • D.L. DO ) ... Deflection 0.000 in 0.000 in @ Center 0.026 in ...Length/Deft 0.0 0.0 @Left 0.000 in ' @Right 0.000 in - Stress Calcs Bending Analysis Ck 24.972 Le 0.000 ft Sxx 121.229 in3 Area 63.250 in2 ' Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Reg' d Allowable fb @ Center 5.85 k -ft 41.61 in3 1,687.50 psi @ Left Support 0.00 k -ft 0.00 in3 1,687.50 psi ' @ Right Support 0.00 k -ft 0.00 in3 1,687.50 psi Shear Analysis @ Left Support @ Right Support Design Shear 5.62 k 5.62 k Area Required 52.869 in2 52.869 in2 ' Fv: Allowable 106.25 psi 106.25 psi Bearing @ Supports Max. Left Reaction 3.74 k Bearing Length Req'd 1.089 in ' Max. Right Reaction 3.74 k Bearing Length Req'd 1.089 in l ■ N 1 1 � 2 n e • 29 `I'�� '.'. Wcu �Z/Z� oIN) , I w2, ,ol(�� 1 vi i P( C.= 3A P do w� = y3jZ4z) .ol6 ' .37:�VKt ole( os-G�-/' vj7,21= C(z,4Z) .oil = ,o(oNK�' W 3�,Qr (/z +Z) ,oly 1 Title : Job # Dsgnr: Date: 11:53AM, 17 DEC 03 Description Scope : ' Rev 560000 User: 1(W-0604815. Ver 5,6.0, 2 -Sep -2002 (c)1983-2002 ENERCALC Engineering Software General Timber Beam Page 1 y1auer.ecw:Ca1cu1ations Description H-5 MIV Span... Center DL 294.00 #/ft LL 336.00 #/ft Deflection -0.016 in General Information #/ft Calculations are designed to 1997 NDS and 1997 UBC Requirements #/ft Section Name 6x12 Beam Width 5.500 in Center Span 7.16 ft .....Lu Left Cantilever ft ...Lu 0.00 ft 0.00 ft ' Beam Depth 11.500 in Right Cantilever ft ...Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.1 D.L. Defl ) ... Deflection Bm Wt. Added to Loads 0.000 in Fb Base Allow 1,350.0 psi Ends are Pin -Pin 0.025 in Load Dur. Factor Beam End Fixity 1.250 Pin -Pin Fv Allow 85.0 psi Fc Allow 625.0 psi Max Stress Ratio 0.516 : Wood Density 35.00Opcf E 1,600.0ksi ' _Full Length Uniform Loads MIV Span... Center DL 294.00 #/ft LL 336.00 #/ft Deflection -0.016 in Left Cantilever DL #/ft LL #/ft ...Location 3.580 ft ' Right Cantilever DL #/ft LL #/ft 5,238.2 2,511.05 Right Cantilever... Summary Camber ( using 1.5 D.L. Defl ) ... Deflection Beam Design OK 0.000 in Span= 7.16ft, Beam Width = 5.500in x Depth = 11.5in, Ends are Pin -Pin 0.025 in ...Length/Defl 0.0 ' Max Stress Ratio 0.516 : 0.000 in ' Maximum Moment 4.1 k -ft Maximum Shear 1.5 3.5 k Allowable 17.0 k -ft Allowable 6.7 k Bending Analysis Max. Positive Moment 4.14 k -ft at 3.580 ft Shear: @ Left 2.31 k ' Max. Negative Moment 0.00 k -ft at 7.160 ft t @ Right 2.31 k Cl 0.000 Max @ Left Support 0.00 k -ft Camber: @ Left 0.000in Allowable fb Max @ Right Support 0.00 k -ft @ Center 4.14 k -ft @ Center 0.025in ' Max. M allow 17.05Reactions... 0.00 k -ft 0.00 in3 @ Right 0.000 in ' fb 409.37 psi fV 54.79 psi Left DL 1.11 k Max 2.31 k Shear Analysis Fb 1,687.50 psi Fv 106.25 psi Right DL 1.11 k Max 2.31 k ' LDeflections MIV Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.016 in -0.034 in Deflection 0.000 in 0.000 in ...Location 3.580 ft 3.580 ft ...Length/Deft 0.0 0.0 ' ...Length/Deft 5,238.2 2,511.05 Right Cantilever... Camber ( using 1.5 D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.025 in ...Length/Defl 0.0 0.0 @ Left 0.000 in ' @ Right 0.000 in Stress Calcs Bending Analysis Ck 24.972 Le 0.000 ft Sxx 121.229 in3 Area 63.250 in2 t Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Reg' d Allowable fb @ Center 4.14 k -ft 29.41 in3 1,687.50 psi @ Left Support 0.00 k -ft 0.00 in3 1,687.50 psi ' @ Right Support 0.00 k -ft 0.00 in3 1,687.50 psi Shear Analysis @ Left Support @ Right Support Design Shear 3.47 k 3.47 k Area Required 32.618 in2 32.618 in2 ' Fv: Allowable 106.25 psi 106.25 psi Bearing @ Supports Max. Left Reaction 2.31 k Bearing Length Req'd 0.672 in ' Max. Right Reaction 2.31 k Bearing Length Req'd 0.672 in ■ 0 1 17 Title : Job # Dsgnr: Date: 11:56AM, 17 DEC 03 Description Scope: ' Rev: 560000 User. K-2002 E E CVer ALC nginSep-2002 (c)1983-2002 ENERCAIC Engineering Software Page 1 General Timber Beam y:\auececw:Calwlations Description H-6 (General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements ' Section Name Prllm: 5.25x11.875 Beam Width 5.250 in Center Span 7.25 It .....Lu 0.00 ft Left Cantilever It ...Lu 0.00 It Beam Depth 11.875 in Right Cantilever It ...Lu 0.00 It Member Type Sawn Truss Joist - MacMillan, Parallam 2.0E Bm Wt. Added to Loads Fb Base Allow 2,900.0 psi Load Dur. Factor 1.250 Fv Allow 290.0 psi ' Beam End Fixity Pin -Pin Fc Allow 650.0 psi Wood Density 35.000 pcf E 2,000.0 ksi Trapezoidal Loads #1 DL @ Left DL @ Right 329.00 #/ft 329.00 #/ft LL @ Left 376.00 #/ft Start Loc 0.000 It LL @ Right 376.00 #/ft End Loc 1.000 ft ' #2 DL @ Left DL @ Right 56.00 #/ft 56.00 #/ft LL @ Left 64.00 #/ft Start Loc 1.000 It LL @ Right 64.00 #/ft End Loc 6.000 ft #3 DL @ Left 385.00 #/ft LL @ Left 440.00 #/ft Start Loc 6.000 It DL @ Right 385.00 #/ft LL @ Right 440.00 #/ft End Loc 7.250 It ' Point Loads Dead Load 3,170.01bs 3,420.0 lbs Ibs lbs lbs lbs lbs Live Load 1,820.0 lbs ...distance 1.000 ft 2,020.0 lbs 6.000 ft lbs lbs lbs lbs lbs 0.000 It 0.000 It 0.000 It 0.000 ft 0.000 ft Summary Beam Design OK Span= 7.25ft, Beam Width = 5.250in x Depth = 11.875in, Ends are Pin -Pin ' Max Stress Ratio 0.433 : 1 ' Maximum Moment Allowable Max. Positive Moment 7.51 k -ft 7.5 k -ft Maximum Shear * 1.5 9.8 k 37.3 k -ft Allowable 22.6 k at 5.742 ft Shear: @ Left 6.35 k Max. Negative Moment 0.00 k -ft at 0.000 It @ Right 6.53 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000in Max @ Right Support Max. M allow fb 729.96 psi 0.00 k -ft 37.27@ fv @ Center 0.049in Right 0.000in 1v Reactions... Q � 157.01 psi Left DL 3.87 k Max 6.35k37i Fb 3,625.00 psi Fv 362.50 psi Right DL 3.92 k Max 6.53 k ' deflections Center Span... Deflection Dead Load -0.032 in Total Load Left Cantilever... Dead Load Total Load -0.053 in Deflection 0.000 in 0.000 in Location 3.683 It 3.683 It ...Length/Dell 0.0 0.0 ' ...Length/Dell 2,684.9 1,638.24 Right Cantilever... Camber ( using 1.5 ' D.L. Deft ) ... Deflection 0.000 in 0.000 in @ Center 0.049 in ...Length/Deft 0.0 0.0 ' @ Left @ Right 0.000 in 0.000 in 1 17 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Title : Job # Dsgnr: Date: 11:56AM, 17 DEC 03 Description Scope Rev: 560000 Page 2 (User: KW -0604815, Ver 5.6.0.2 -Sep -2002 General Timber Beam _(01983-2002 ENERCALC Engineering Software y:%auer.ecw:Calculations Description H-6 Stress Calcs Bending Analysis Ck 19.049 Le 0.000 ft Sxx 123.389 in3 Area 62.344 int Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Reg' d Allowable fb @ Center 7.51 k -ft 24.85 in3 3,625.00 psi @ Left Support 0.00 k -ft 0.00 in3 3,625.00 psi @ Right Support 0.00 k -ft 0.00 in3 3,625.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 9.53 k 9.79 k Area Required 26.277 int 27.004 int Fv: Allowable 362.50 psi 362.50 psi Bearing @ Supports Max. Left Reaction 6.35 k Bearing Length Req'd 1.861 in Max. Right Reaction 6.53 k Bearing Length Req'd 1.912 in fS wal= 8�z(- o1Y) = oS(olf/ {_t_.{_ 1JJ tV UJ was.: I 7-4 f 1-S) , ON i 1 i vi I Z 935 { I'+ In In l/! C; r- c. C.C�C I ry � rd 1 ' I 1 was.: I 7-4 f 1-S) , ON i 1 i vi I Z 935 { I'+ * Title Dsgnr: Description Scope: Job # Date: 12:58PM, 17 DEC 03 hev: 'buuix' Page 1 User: KW -0604815, Ver 5.6.0.2 -Sep -2002 General Timber Beam (01983-2002 ENERCALC Engineering Software 0auer.emCalculations Description H-7 I_General Information 0.195 : 1 Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 6x8 Dead Load Center Span 8.75 ft .....Lu 0.00 ft Beam Width 5.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 7.500 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.1 1.24 k -ft Bm Wt. Added to Loads 4.375 ft Shear: Fb Base Allow 1,350.0 psi Load Dur. Factor 1.250 Fv Allow 85.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 35.000 pcf E 1,600.0 ksi Full Length Uniform Loads Center DL 56.00 #/ft LL 64.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Beam Design OK Span= 8.75ft, Beam Width = 5.500in x Depth = 7.5in, Ends are Pin -Pin Max Stress Ratio 0.195 : 1 Total Load Left Cantilever... Dead Load Maximum Moment Deflection 1.2 k -ft Maximum Shear' 1.5 0.9 k Allowable ...Location 7.3 k -ft Allowable ...Length/Deft 4.4 k Max. Positive Moment 1.24 k -ft at 4.375 ft Shear: @ Left 0.57 k Max. Negative Moment 0.00 k -ft at 8.750 ft @ Right 0.57 k Max @ Left Support 0.00 k -ft 0.042 in Camber: @ Left 0.000in Max @ Right Support 0.00 k -ft 0.000 in Bearing Length Req'd @ Center 0.042in Max. M allow 7.25Reactions... 0.000 in @ Right 0.000in fb 289.60 psi fv 20.69 psi Left DL 0.29 k Max 0.57 k Fb 1,687.50 psi Fv 106.25 psi Right DL 0.29 k Max 0.57 k Deflections I_� Center Span... Dead Load Total Load Left Cantilever... Dead Load t otat Loaa Deflection -0.028 in -0.055 in Deflection 0.000 in 0.000 in ...Location 4.375 ft 4.375 ft ...Length/Deft 0.0 0.0 ...Length/Deft 3,730.4 1,894.26 Right Cantilever... 0.85 k Camber ( using 1.5D.L. DO ) ... 8.031 in2 Deflection 0.000 in 0.000 in @ Center 0.042 in Bearing @ Supports ...Length/Deft 0.0 0.0 @ Left 0.000 in Bearing Length Req'd 0.165 in Max. Right Reaction 0.57 k @ Right 0.000 in Stress Calcs Bending Analysis Ck 24.972 , Le 0.000 ft Sxx 51.563 in3 Area 41.250 in2 Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Reg' d Allowable fb @ Center 1.24 k -ft 8.85 in3 1,687.50 psi @ Left Support 0.00 k -ft 0.00 in3 1,687.50 psi @ Right Support 0.00 k -ft 0.00 in3 1,687.50 psi Shear Analysis @ Left Support @ Right Support Design Shear 0.85 k 0.85 k Area Required 8.031 in2 8.031 in2 Fv: Allowable 106.25 psi 106.25 psi Bearing @ Supports Max. Left Reaction 0.57 k Bearing Length Req'd 0.165 in Max. Right Reaction 0.57 k Bearing Length Req'd 0.165 in ' Span= 6.33ft, Beam Width = 5.500in x Depth = 7.5in, Ends are Pin -Pin ' Max Stress Ratio 0.255 : 1 Title : Job # Dead Load Total Load Dsgnr: Date: 12:59PM, 17 DEC 03 ' Shear " 1.5 Description ...Location Allowable 7.3 k -ft 0.0 Scope: ' 4.4 k 5,655.7 Rev: 560000 User: I(W-0604815,Ver 5.6.0.2 -Sep 2002 L(c)1983-2002 1.18 k -ft at General Timber Beam Page 1 @ Left ' ' ENERCALC Engineering Software - y:lauer.ecvCalculations @ Center @ Right Description H-8 0.0 Max @ Left Support 0.00 k -ft @ Left Camber: @ Left 0.000in Max @ Right Support 0.00 k -ft 0.000 in Requirements @ Center 0.020in General Information Max. M allow Calculations are designed to 1997 NDS and 1997 UBC Section Name 6x8 0.000in Center Span 6.33 ft .....Lu 0.00 ft fv 27.05 psi Beam Width 5.500 in Left Cantilever ft .....Lu 0.00 ft ' Beam Depth 7.500 in Right Cantilever . ft ...Lu 0.00 ft Max Member Type Sawn Douglas Fir - Larch, No.1 Bm Wt. Added to Loads Max Moment Fb Base Allow 1,350.0 psi Allowable fb ' Load Dur. Factor Beam End Fixity 1.250 Pin -Pin Fv Allow 85.0 psi Fc Allow 625.0 psi 8.37 in3 1,687.50 psi Wood Density 35.000 pcf E 1,600.0 ksi 0.00 k -ft ' [ Full Length Uniform_ Loads Center DL 105.00 #/ft LL 120.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Summary Beam Design OK Span= 6.33ft, Beam Width = 5.500in x Depth = 7.5in, Ends are Pin -Pin ' Max Stress Ratio 0.255 : 1 Dead Load Total Load Left Cantilever... Dead Load Total Load Maximum Moment 1.2 k -ft Maximum Shear " 1.5 1.1 k ...Location Allowable 7.3 k -ft 0.0 Allowable ' 4.4 k 5,655.7 Max. Positive Moment 1.18 k -ft at 3.165 ft Shear: @ Left 0.74 k ' Max. Negative Moment 0.00 k -ft at 6.330 ft @ Center @ Right 0.74 k 0.0 Max @ Left Support 0.00 k -ft @ Left Camber: @ Left 0.000in Max @ Right Support 0.00 k -ft 0.000 in @ Center 0.020in ' Max. M allow 7.25Reactions... @ Right 0.000in Bending Analysis fb 273.96 psi fv 27.05 psi Left DL 0.36 k Max 0.74 k 0.000 ft Fb 1,687.50 psi Fv 106.25 psi Right DL 0.36 k Max 0.74 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.013 in -0.027 in Deflection 0.000 in 0.000 in ...Location 3.165 ft 3.165 ft ...Length/Deft 0.0 0.0 ' ...Length/Deft 5,655.7 2,768.01 Right Cantilever... Camber ( using 1.5D.L. Defl ) . Deflection 0.000 in 0.000 in @ Center 0.020 in ...Length/Defl 0.0 0.0 @ Left 0.000 in ' @ Right 0.000 in Stress Calcs Bending Analysis ' Ck 24.972 Le 0.000 ft Sxx 51.563 in3 Area 41.250 in2 Cf 1.000 Rb 0.000 CI 0.000 Max Moment Sxx Reg' d Allowable fb @ Center 1.18 k -ft 8.37 in3 1,687.50 psi ' @ Left Support 0.00 k -ft 0.00 in3 1,687.50 psi @ Right Support 0.00 k -ft 0.00 in3 1,687.50 psi Shear Analysis @ Left Support @ Right Support Design Shear 1.12 k 1.12 k ' Area Required 10.502 in2 10.502 in2 Fv: Allowable 106.25 psi 106.25 psi Bearing @ Supports Max. Left Reaction 0:74 k Bearing Length Req'd 0.216 in Max. Right Reaction 0.74 k Bearing Length Req'd 0.216 in G T- I,) L'j -r L., = IS(, ( .030) = . , 2 I SK/ / (f, T- Z- vj�,o3oJ�jo C o o (Tt, = ^ 0 1 1 1: 1 1 1 1 1 1 1 1 1 1 (Zi � RZ = I, (q 1, w -n,= l---�IZ (,o30) = . zsSKI, f�� = IZ2= •�-6SK w � Z (-+ob �o . W -r�,-; Z'ze SIZ, G o 3 0) -:; , 3 -3,9 17 f 9 ( _ (Z Z = 2 -�-01- 5 vii P( �JL P� w►V! 7- ; o w,RQ 8 �--L Co16� ,O(A vi UJ2 3(z,0l6� �o . W -r�,-; Z'ze SIZ, G o 3 0) -:; , 3 -3,9 17 f 9 ( _ (Z Z = 2 -�-01- 5 vii P( �JL P� w►V! 7- ; Z2 -r _ w1 i I Z I i .izoK/' i i gk)j = (ziQ.Q = .-'4(00�-' W 3cb�z gk)j = (ziQ.Q = .-'4(00�-' IAJ ,��_:�,, �r�' •530 . tl: � (00 Lo ..- Pte: CV N 005 ,orK 3.1 i 3 i ■ r r r LA' -6 eL 2 I 51.01 I w i AS wZo= .CRz��' qZ �7-0= r r r LA' -6 eL 2 I 51.01 I .64 --Or2rE -21 1'7/ Im , zars )-A 90" ( I+ -Z 19) -:- nc-1 1 1 Title Dsgnr: Description Scope: Job # 2& Date: 9:53PM, 14 DEC 03 Kew: stiuoou Page 1 User: KW -0604815. Ver 5.6.0.2 -Sep -2002 General Timber Beam (c)1983-2002 ENERCALC Engineering Software y:\auer.ecw:Calculalions Description R13-1 I.General Information Dead Load Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name Prllm: 5.25x11.875 Center Span 18.50 ft .....Lu 0.00 ft Beam Width 5.250 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.875 in Right Cantilever ft .....Lu 0.00 ft Member Type ...Location Truss Joist - MacMillan, Parallam 2.0E Bm Wt. Added to Loads ...Length/Deft Fb Base Allow 2,900.0 psi Load Dur. Factor 1.250 Fv Allow 290.0 psi Beam End Fixity Pin -Pin Fc Allow 650.0 psi Wood Density 35.000 pcf E 2,000.0 ksi Full Length Uniform Loads - Center DL 149.00 #%ft LL 100.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft ummary Dead Load Total Load Lett cantnever... veaa LOaa Beam Design OK Deflection Span= 18.50ft, Beam Width = 5.250in x Depth = 11.875in, Ends are Pin -Pin 0.000 in 0.000 in ...Location Max Stress Ratio 0.303 : 1 ...Length/Deft 0.0 0.0 ...Length/Dell Maximum Moment 467.25 11.3 k -ft Maximum Shear " 1.5 3.7 k D.L. DO ) ... Allowable Deflection 37.3 k -ft Allowable @ Center 22.6 k Bearing @ Supports Max. Positive Moment 11.30 k -ft at 9.250 ft Shear: @ Left 2.44 k 0.716 in Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 2.44 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000in Max @ Right Support 0.00 k -ft @ Center 0.443in Ck 19.049 Max. M allow 37.27@ 123.389 in3 Area Reactions... Right 0.000 in Rb 0.000 fb 1,099.04 psi tv 58.79 psi Left DL 1.52 k Max 2.44k 20 fKa" Fb 3,625.00 psi Fv 362.50 psi Right DL 1.52 k Max 2.44 k Deflections Center Span... Dead Load Total Load Lett cantnever... veaa LOaa 1 olds Lodu Deflection -0.295 in -0.475 in Deflection 0.000 in 0.000 in ...Location 9.250 ft 9.250 ft ...Length/Deft 0.0 0.0 ...Length/Dell 751.9 467.25 Right Cantilever... 3.67 k Camber ( using 1.5 • D.L. DO ) ... 10.111 in2 Deflection 0.000 in 0.000 in @ Center 0.443 in Bearing @ Supports ...Length/Deft 0.0 0.0 @ Left 0.000 in Bearing Length Req'd 0.716 in ' Max. Right Reaction 2.44 k @ Right 0.000 in StressCalcs ---------------------------------------....._...__...._._ Bending Analysis Ck 19.049 Le 0.000 ft Sxx 123.389 in3 Area 62.344 in2 Cf 1.000 Rb 0.000 CI 0.000 M Max Moment Sxx Reg' d Allowable fb @ Center 11.30 k -ft 37.41 in3 3,625.00 psi ' @ Left Support 0.00 k -ft 0.00 in3 3,625.00 psi @ Right Support 0.00 k -ft 0.00 in3 3,625.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 3.67 k 3.67 k ' Area Required 10.111 in2 10.111 in2 Fv: Allowable 362.50 psi 362.50 psi Bearing @ Supports Max. Left Reaction 2.44 k Bearing Length Req'd 0.716 in ' Max. Right Reaction 2.44 k Bearing Length Req'd 0.716 in M V ' Rev: 560000 User. KVY-0604815, Ver 5.6.0, 2 -Sep -2 (c)1983-2002 ENERCALC Engineering Description RB -2 Title : Dsgnr: Description Scope : 002 General Timber Beam Software Job # Date: 9:54PM, 14 DEC 03 Page 1 .ecw:Calculations General Information 0.234 : 1 Calculations are designed to 1997 NDS and 1997 UBC Requirements . Section Name 6x8 ueao Loao Center Span 5.00 ft ... '..Lu 0.00 ft Beam Width 5.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 7.500 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.1 0.86 k -ft Bm Wt. Added to Loads 2.500 ft Shear: Fb Base Allow 1,350.0 psi Load Dur. Factor 1.250 Fv Allow 85.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 35.000 pcf E 1,600.0 ksi [ Full Length Uniform Loads Center DL 200.00 #/ft LL 64.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Beam Design OK Span= 5.00ft, Beam Width = 5.500in x Depth = 7.5in, Ends are Pin -Pin Max Stress Ratio 0.234 : 1 Total Load Left Cantilever... ueao Loao Maximum Moment Deflection 0.9 k -ft Maximum Shear' 1.5 1.0 k Allowable ...Location 7.3 k -ft Allowable ...Length/Deft 4.4 k Max. Positive Moment 0.86 k -ft at 2.500 ft Shear: @ Left 0.69k Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 0.69 k Max @ Left Support 0.00 k -ft 0.014 in Camber: @ Left 0.000in Max @ Right Support 0.00 k -ft 0.000 in Bearing Length Req'd @ Center 0.014 in Max. M allow 7.25Reactions... 0.000 in @ Right 0.000in fb 199.29 psi tv 24.91 psi Left DL 0.53 k Max 0.69 k Fb 1,687.50 psi Fv 106.25 psi Right DL 0.53 k Max 0.69 k Deflections Center Span... Dead Load Total Load Left Cantilever... ueao Loao i oral Logo Deflection -0.010 in -0.012 in Deflection 0.000 in 0.000 in ...Location 2.500 ft 2.500 ft ...Length/Deft 0.0 0.0 ...Length/Deft 6,285.1 4,817.19 Right Cantilever... 1.03 k Camber ( using 1.5' D.L. Defl ) ... 9.672 in2 Deflection 0.000 in 0.000 in @ Center 0.014 in Bearing @ Supports ...Length/Defl 0.0 0.0 @ Left 0.000 in Bearing Length Req'd 0.199 in Max. Right Reaction 0.69 k @ Right 0.000 in Stress Calcs Bending Analysis Ck 24.972 Le 0.000 ft Sxx 51.563 in3 Area 41.250 in2 Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Reg' d Allowable fb @ Center 0.86 k -ft 6.09 in3 1,687.50 psi @ Left Support 0.00 k -ft 0.00 in3 1,687.50 psi @ Right Support 0.00 k -ft 0.00 in3 1,687.50 psi Shear Analysis @ Left Support @ Right Support Design Shear 1.03 k 1.03 k Area Required 9.672 in2 9.672 in2 Fv: Allowable 106.25 psi 106.25 psi Bearing @ Supports Max. Left Reaction 0.69 k Bearing Length Req'd 0.199 in Max. Right Reaction 0.69 k Bearing Length Req'd 0.199 in w I,J ICU = f 8 z I'S ).02-0 o.SS/z+1.1) _olb = .1081`/� I SzQ e. � a User: KW -0604815, Ver 5.6.0.2 -Sep -2002 (c)1983-2002 ENERCALC Engineering Software Description R13-3 General Information Title Dsgnr: Description Scope: General Timber Beam Job # Date: 1:OOPM, 17 DEC 03 Page 1 Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 6x8 Center Span 8.50 ft .....Lu Beam Width 5.500 in Left Cantilever ft .....Lu Beam Depth 7.500 in Right Cantilever ft .....Lu Member Type Sawn Douglas Fir - Larch, No.1 Allowable Bm Wt. Added to Loads I Fb Base Allow 1,350.0 psi Load Dur. Factor 1:250 Fv Allow 85.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 35.000 pcf E 1,600.0 ksi Full Length Uniform Loads Center DL 133.00 #/ft LL 152.00 #/ft Left Cantilever DLI LL #/ft Right Cantilever DL I #/ft LL #/ft 0.00 ft 0.00 ft 0.00 it Beam Design OK Span= 8.50ft, Beam Width = 5500in x Depth = 7.5in, Ends are Pin -Pin Max Stress Ratio 0.429 ; 1 Maximum Moment I 2.7 k -ft Maximum Shear * 1.5 1.9 k Allowable I 7.3 k -ft Allowable 4.4 k Max. Positive Moment 2.66 k -ft at 4.250 ft Shear: @ Left 1.25 k Max. Negative Moment 0.00 k -ft at 0.000 It @ Right 1.25 k Max @ Left Support ( 0.00 k -ft Camber: @ Left 0.000in Max @ Right Support 0.00 k -ft @ Center 0.081 in Max. M allow 7,25 Reactions... @ Right 0.000in fb 620.09 psi tv 45.59 psi Left DL 0.61 k Max 1.25k Fb 1,687.50 psi I Fv 106.25 psi Right DL 0.61 k Max 1.25 k FED flections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.054 in -0.112 in Deflection 0.000 in 0.000 in ...Location '4.250 ft 4.250 ft ...Length/Deft 0.0 0.0 ...Length/Deft 1;878.6 910.71 Right Cantilever... Camber ( using 1.5D.L. Defl) ... Deflection 0.000 in 0.000 in @ Center 0.081 in ...Length/Deft 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress Calcs 1 Bending Analysis Ck 24.972 Le 0.000 ft Sxx 51.563 in3 Area 41.250 in2 Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Reg' d Allowable fb @ Center 2.66 k -ft 18.95 in3 1,687.50 psi @ Left Support I 0.00 k -ft 0.00 in3 1,687.50 psi @ Right Support 0.00 k -ft 0.00 in3 1,687.50 psi Shear Analysis @ Left Support @ Right Support Design Shear 1.88 k 1.88 k Area Required 17.702 in2 17.702 in2 Fv: Allowable 106.25 psi 106.25 psi Bearing @ Supports Max. Left Reaction 1.25 k Bearing Length Req'd 0.365 in. Max. Right Reaction I I 1.25 k Bearing Length Req'd 0.365 in User: KW -0604815. Ver 5.6.0. 2 -Sep -2002 (c)1983-2002 ENERCALC Engineering Software Description RB -4 General Information Truss Joist - MacMillan, Parallam 2 All Spans Considered as Individual Timber Member Information Description Span ft Timber Section rllm: Beam Width in Beam Depth in End Fixity Le: Unbraced Length ft Member Type * `+. Title f Dsgnr: Description Scope: Multi -Span Timber Beam Job # Date: 1:03PM, 17 DEC 03 Page 1 Fb : Basic Allow 2,900.0 psi Elastic Modulus 2,000.0 ksi Fv : Basic Allow 290.0 psi Load Duration Factor 1.250 Calculations are designed to 1997 NDS and 1997 UBC Requirements Span 1 Span 2 Span 3 Span 4 17.00 12.00 14.00 7.00 ;5x11. Prllm: 5.25x11.Prllm: 5.25x11. Prllm: 5.25x11. 5.250 5.250 5.250 5.250 1.875 11.875 11.875 11.875 i - Pin Pin - Pin Pin - Pin Pin - Pin 0.00 0.00 0.00 0.00 Loads Live Load Used This Span ? I Yes Yes Yes Yes Dead Load #/ft 215.00 215.00 135.00 135.00 Live Load #/ft 172.00 172.00 108.00 108.00 LResults Mmax @ Cntr in -k 167.8 83.6 71.4 17.9 @ X = ft 8.50 6.00 7.00 3.50 Max @ Left End in -k 0.0 0.0 0.0 0.0 Max @ Right End in -k 0.0 0.0 0.0 0.0 fb : Actual psi 1„359.6 677.5 579.0 144.7 Fb : Allowable psi 3,625.0 3,625.0 3,625.0 3,625.0 Bendln9 OK Bending OK Bending OK Bending OK Shear @ Left k 3.29 2.32 1.70 0.85 Shear @ Right k 3.29 2.32 1.70 0.85 fv : Actual psi 70.7 46.9 35.5 14.7 Fv : Allowable psi 362.5 362.5 362.5 362.5 Shear OK Shear OK Shear OK Shear OK Reactions & Deflection DL @Left k 1.83 1.29 0.94 0.47 LL @ Left k 1.46 1.03 0.76 0.38 Total @ Left k 3.29 2.32 1.70 0.85 DL @ Right k 1.83 1.29 0.94 0.47 LL @ Right k 1.46 1.03 0.76 0.38 Total @ Right k 3.29 2.32 1.70 0.85 Max. Deflection in -0.496 -0.123 -0.143 -0.009 @ X = ft 1 8.50 6.00 7.00 3.50 Query Values Location ft 0.00 0.00 0.00 0.00 Moment in -k 0.0 0.0 0.0 0.0 Shear k 3.3 2.3 1.7 0.9 Deflection in 0.0000 0.0000 0.0000 0.0000 z�►``sa i IbA�,S��ti 30 ' 1 ' 3l 1VI 0 Kt� P fi = , 0091csf ' 0y0KS� ' d1�v�c� 9.;i 7-TI/pRo 6,0 Jotsb -syr, Sp2m �� 6(rp-113x lit' 1 ` ®� �fa� Typical floor framing t u acuacr[Su.109 9 1/2" TJI@/Pro(TM)-150 @ 24" o/c ' TJ•Beam(TM) 6.06 Serial Number: 7002106109 Paget Engin Versi003 on: 1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 1.6.44 CONTROLS FOR THE APPLICATION AND LOADS LISTED Elm np b-9-8" 1 Product Diagram is Conceptual. 'LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 10.0 Dead, 5.0 Partition ' SUPPORTS: Input Bearing Vertical Reactions (Ibs) DESIGN CONTROLS: Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.25" 387 / 145 / 0 / 532 ' 2 Stud wall 3.50" 2.25" 387 / 145 / 0 / 532 Detail . Other A3: Rim Board 1 Ply 1 1/4"x 9 1/2" 0.8E TJ -Strand Rim Board® A3: Rim Board 1 Ply 1 1/4" x 9 1/2" 0.8E TJ -Strand Rim Board® TJPro 51 30 Passed Span 1 -Deflection Criteria: STAN DARD(LL: U480,TL: U240). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 23/32", 3/4" Panels (24" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. lZ TJ -Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 23/32", 3/4" Panels (24" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.2 'ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, 'and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. ' PROJECT INFORMATION: Auer residence 1 Copyright ° 2001 by Trus Joist, a Weyerhaeuser Business ' Tile and TJ -Beam® are registered trademarks of True Joist. e -I Joist",Pro" and TJ -Pro" are trademarks of True Joist. M OPERATOR INFORMATION: Frank Glazewski Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, CA 95973 Phone: 530-343-4630 Fax :530-893-0532 frankgla@aol.com -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): A3: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear (lbs) 509 -500 . 1120 Passed (45%) Rt. end Span 1 under Floor loading Reaction (lbs) 509 509 1016 Passed (50%) Bearing 2 under Floor loading 'Vertical Moment (Ft -Lbs) 1176 1176 2839 Passed (41%) MID Span 1 under Floor loading Live Load Defl (in) 0.079 0.231 Passed (U999+) MID Span 1 under Floor loading Total Load Defl (in) 0.108 0.463 Passed (U999+) MID Span 1 under Floor loading TJPro 51 30 Passed Span 1 -Deflection Criteria: STAN DARD(LL: U480,TL: U240). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 23/32", 3/4" Panels (24" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. lZ TJ -Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 23/32", 3/4" Panels (24" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.2 'ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, 'and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. ' PROJECT INFORMATION: Auer residence 1 Copyright ° 2001 by Trus Joist, a Weyerhaeuser Business ' Tile and TJ -Beam® are registered trademarks of True Joist. e -I Joist",Pro" and TJ -Pro" are trademarks of True Joist. M OPERATOR INFORMATION: Frank Glazewski Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, CA 95973 Phone: 530-343-4630 Fax :530-893-0532 frankgla@aol.com Typical floor framing -AVII•ycrhanacrDuc109 9 1/2" TJI®/Pro(TM)-150 @ 24" o/c TJ -Bea User: 2 12/17120039:411:41 m(T umber:70021�TH1$ PRODUCT MEETS OR EXCEEDS THE SET DESIGN Serial NPM Page 2 Engine Version: 1.6.44 CONTROLS FOR THE APPLICATION AND LOADS LISTED ' .Load Group: Primary Load Group 9' 3.00" A Max. Vertical Reaction Total (lbs) 532 532 Max. Vertical Reaction Live (lbs) 387 387 .Selected Bearing Length (in) 2.25(W) 2.25(W) Max. Unbraced Length (in) 32 'Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 500 -500 Max Shear (lbs) 509 -509 Reaction (lbs) 509 509 'Member Support Reaction (lbs) 532.: 532 Moment (Ft -Lbs) 1176 Live Deflection (in) 0.079 ' Total Deflection (in) 0.108 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 136 -136 Shear (lbs) 139 -139 'Max Member Reaction (lbs) 139 139 Support Reaction (lbs) 145' 145 Moment (Ft -Lbs) 321 ' PROJECT INFORMATION: Auer residence 1 Copyright ° 2003 by Trus Joist, a Weyerhaeuser Business 'TJIm and TJ -Beam° are registered trademarks of True Joist. e -I Joist",Pro' and TJ -Pro" are trademarks of True Joist. M OPERATOR INFORMATION: Frank Glazewski Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, CA 95973 Phone: 530-343-4630 Fax :530-893-0532 frankgla@aol.com 33 k16Typical floor framing - Max span condition \*ycrhacujwr 9 1/2" TJI@/Pro(TM)-150 @ 24" o/c TJ-Beam(TM) 6.06 Serial Number: 7002106109 User. • 2 12/17/2003 9.42.33 PM Page 1 Engine Version: 1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 F0 Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 10.0 Dead, 5.0 Partition ' SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Length Live/Dead/Upliftrrotai Chico, CA 95973 1 Stud wall 3.50" 2.25" 467 / 175 / 0 / 642 A3: Rim Board 1 Ply 1 1/4" x 9 1/2" 0.8E TJ -Strand Rim Board® ' 2 Stud wall 3.50" 2.25" 467 / 175 / 0 / 642 A3: Rim Board 1 Ply 1 1/4" x 9 1/2" 0.8E TJ -Strand Rim Board@ -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): A3: Rim Board 3`I ' DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 619 -610 1120 Passed (54%) Rt. end Span 1 under Floor loading Vertical Reaction (Ibs) 619 619 1016 Passed (61%) Bearing 2 under Floor loading 'Moment (Ft -Lbs) 1740 1740 2839 Passed (61%) MID Span 1 under Floor loading Live Load Defl (in) 0.159 0.281 Passed (U851) MID Span 1 under Floor loading Total Load Defl (in) 0.218 0.563 Passed (U619) MID Span 1 under Floor loading 'TJPro 44 30 Passed Span 1 -Deflection Criteria: STAN DARD(LL:U480,TL:U240). -Allowable moment was increased for repetitive member usage. Deflection analysis is based on composite action with single layer of 23/32", 3/4" Panels (24" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ -Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 23/32", 3/4" Panels (24" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.2 'ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, 'and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. IPROJECT INFORMATION: OPERATOR INFORMATION: Auer residence Frank Glazewski ' Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, CA 95973 Phone: 530-343-4630 Fax :530-893-0532 ' frankgla@aol.com Copyright ° 2003 by True Joist, a Weyerhaeuser Business TJI° and TJ -Beams are registered trademarks of Trus Joist. e -I Joist",Pro' and TJ -Pro" are trademarks of True Joist. ®� ez—z' � Typical floor framing - Max span condition -AWycrhacuaarBusinem g 1/2" TJI®/Pro(TM)-150 @ 24" o/c ' TJ-seamcTM,6.�Serial Number:7oo2106109 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN User: 2 12!172003 9:42:33 PM Page 2 Engine Version: 1.6.44 CONTROLS FOR THE APPLICATION AND LOADS LISTED ' Load Group: Primary Load Group 1 11 ' PROJECT INFORMATION: Auer residence Copyright ° 2003 by True Joist, a Weyerhaeuser Business 'TJI® and TJ -Beam® are registered trademarks of Trus Joist. e -I Joist",Pro- and TJ -Pro" are trademarks of Trus Joist. i OPERATOR INFORMATION: Frank Glazewski Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, CA 95973 Phone: 530-343-4630 Fax :530-893-0532 frankgla@aol.com 3s 11' 3.00" Max. Vertical Reaction Total (lbs) 642 642 'Max. Vertical Reaction Live (lbs) 467 467 Selected Bearing Length (in) 2.25(W) 2.25(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 610 -610 Max Shear (lbs) 619 -619 Member Reaction (lbs) 619 619 Support Reaction (lbs) 642 642 Moment (Ft -Lbs) 1740 Live Deflection (in) 0.159 t Total Deflection (in) 0.218 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 166 -166 Max Shear (lbs) 169 -169 Member Reaction (lbs) 169 169 Support Reaction (lbs) 175 175 Moment (Ft -Lbs) 475 1 11 ' PROJECT INFORMATION: Auer residence Copyright ° 2003 by True Joist, a Weyerhaeuser Business 'TJI® and TJ -Beam® are registered trademarks of Trus Joist. e -I Joist",Pro- and TJ -Pro" are trademarks of Trus Joist. i OPERATOR INFORMATION: Frank Glazewski Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, CA 95973 Phone: 530-343-4630 Fax :530-893-0532 frankgla@aol.com 3s le'v, 00/ Is- qx see Y9 - Typical floor girder Up to 4 x members Description; ffYplcaRo ro girder General data WTL f 0 47,8 Support spacing 6 000 Allowable soil bearing capacity 1 000 ' Member size 4X8 No 2 Species; Lumber design values kips/ft feet ksf JDFL-NO2 -5q DFL - No 2 900 575 95 625 1350 1600000 Member width 3.500 inches Member depth 7.250 inches Size factor CF(Apply to Fb) 1.200 ' Size factor CF (Apply to Ft) 1.200 Size factor CF (Apply to Fc) 1.050 ' Adjusted values, r`r9e.`.e.F'w'<^y�'' % SpecieslGradez hex t F,t; F�°1 �•k,�;F },E ?..�+a... _. DFL - No 2 »[ :.1, _ 1080 .... .... _... ,.�-•o:�.kd:..•..x.....z 690 95� 625 ..:�:r'-:a .. r 1418 1600000 Summary S rey 23.90 to S actual 30.66 in Ok! ' A fey 22.64 int A actual 25.38 int Ok! I actual 111.15 in" ' Total load deflection; 0.078 inches U 919 Footing Reaction at each pier; 2.87 kips ' Footing size; 22.00 inches square 12 000 inches deep -5q ---L veA I Awa I Exposure; 8 Importance factor; Basic wind speed; 76.00 mph q^ psf Roof pitch; in 12 angle 33.69 degrees PRIMARY FRAMES AND SYSTEMS 0.008 00117 00125 0.0132 0.0146 Inward Enclosed and unenclosed structures; 0.0108 0.0117 0.0125 0.0132 Direction Outward Partially enclosed structures; 0.0144 0.0165 0.0167 0.0176 0.0195 Outward Parapet walls; 0.0117 0.0126 0.0136 0.0143 0.0158 WALLS ROOF Windward walls; Enclosed and unenclosed structures; 0.0078 0.0084 0.0088 0.0097Inward Leeward walls; Slope <714 0.0046 0.0040 0.0052 0.0056 0.0061 Outward Total wall-, S�po712�1�12� 0.0117 0.0126 0.0136 0.0143 0.0158 O8158 ROOF G�po^1�1� Use wa|| vo|uux Wind perpendicu ar to ridge* Leeward orflat roof; 0.0063 0.0068 0.0073 0.0077 0.0085 Outward Windward roof: O8144 0.0155 0.0167 0.0176 081U5 Outward S|o-o2:12toless than 0:12 O�O081 O�0O87 O�O094 O�OOQ0 O�O11O Outward Slope %:12toless than 8:12 030 0.0027 0.0027 0.0031 0.0033 0.0037 Inward Roof total; Uxo wo|| 0.0090 0.0095 0.0104 0.0110 0.0132 Wind ponaUel.toridge and flat roofs (in areas 0.0063 0.0068 0.0073 0.0077 0.0085 Outward ELEMENTS AND COMPONENTS (Not inareas v[discontinuity) WALL ELEMENTS All structures; 0.008 00117 00125 0.0132 0.0146 Inward Enclosed and unenclosed structures; 0.0108 0.0117 0.0125 0.0132 0.0146 Outward Partially enclosed structures; 0.0144 0.0165 0.0167 0.0176 0.0195 Outward Parapet walls; 0.0117 0.0126 0.0136 0.0143 0.0158 Out/in ROOF Enclosed and unenclosed structures; Slope <714 O�117 0.0126 0.0138 0.0143 0�168 Outward S�po712�1�12� O8117 O�12G OD138 O�143 O8158 Om0n G�po^1�1� Use wa|| vo|uux Partially enclosed structures; Slope ^2:12;0]1B 0.01650.01770.01870.0207 Outward 8�po212�71�� O8144 0.0155 0.0167 0.0176 081U5 Outward Slope 112��1� 0.0072 0.0078 00084 0.0088 0.0097 Inward Slope ^712to1%12; 0.0153 0D185 0D177 0.0187 0.0207 Out/in Slope '12:12; Uxo wo|| xo|unx ELEMENTS AND COMPONENTS (in areas ofdiscontinuities) Wall oomom; O�135 OD148 O�157 O�185 O�1U3 Oukward 0.0108O.O117 0.0125 O8133 08146 |owuvd Roof eaves, rakes mridges without overhangs G��o�%�12 O�O2O7 O�O%23 0.0240 0.0263 0.0280 Upward Slope 2:12to7:1% 08234 0.0253 0.0271 08287 08317 Outward Slope >712to1212 0D144 0.0155 0.0167 0.0176 0.0195 Outward For slopes less than %12 Overhangs otroof eaves, rakes m Iq -U -e �3��olyf,o/o),lby//, y= • 23q �� ('f ore tlaf 4p- C't S'C- s e 1rll► (c IV 0 rl-7 01 Ot I ij"- vj L, fWL� q2 TTI vj L, fWL� q2 CXf2p� Se IS (AA(C 14 Gvl-t, (.:5 al, I )(O"W L 3-411 / I O(O'o /I L F I S 1 0 ID 0) 3_.Gv �" I- 1-ji Gs -(,O((4 -1-,0(9 . I (6y -7- , A q q, 3 o (SWL --aIZ�.� (l ov1'►�/ 5 auk j --fir----� �I 2 �W, i Ic oio),�b'1 •Ogct cel rzy = i,oq pfs D a(art seir��c VI ca.S� vi I W, - to -s (_o(Y-�--01>1/6y= .oyl wz = ry,s ( oty4-,ol0),i6y LI, S- (/"r) 0 -3 Ps ; . Cl (b r-- ASD l 1 1 1 1 1' 1 1' 1 1 1 1 1 1 1 1 1 1 1 G��2p�n fTUI 'SeUfnsIL R6,1= .93H'` 1St if 1 1 1 1 1' 1 1" 1 1 1 1 1 1 1 1 1 1 1 fZP+- Z6- zy+s�� 6-0 ems T- /WP i -r- A as, o [Li (0) 11 14 I�r= 2��2,5)�,oiN-r,oro�,�6`i= .Z�� P, p -z; 1, o � 1 p c7llZPk 09) Sels�ic 1 ea ST WeST/ 1 � _ 4-.0r0) ,16Y = . 11O 4-.0r0) ,16Y = . 11O 1,S) . o(y C i ASP -42'` .SCK 1 1 1 1 1 1 1 i 1 i i 1 1 A d�2r� � seismic ecAS wevr i SD Pf= zz(z.S)(014+ ASD 6 Y Ir— 1 1 1 1 1 1 1 1 1 1 1 1 1 i - `SI -- .eagT/ wesT'� VJ t el Z T (jwL Lj +,iD 10) fb 051 IC/I OEZ AS Q SZ 'Shearwall schedule 1997:Uniform-Buildiryg Cd oe Mark Description 1 318" cdx plywood with 8d nails at 6", 12" o.c. 2 3/8" cdx plywood with 8d nails at 4", 12" o.c. I 3 3/8" cdx plywood with 8d nails at 3", 12" o.c. , 4 112" cdx plywood with 10d nails at 6", 12" o.c. 5 112" cdx plywood with 10d nails at 4",12" o.c. , 6 112" cdx plywood with 10d nails at 3",12" o.c. i 7 5/8" T-1-11 plywood nailed with 8d nails at 6", 12" o.c. (Or 318" plywood panel siding) . 8 518" T-1-11 plywood nailed with 8d nails at 4",12" o.c. (Or 3/8" plywood panel siding) 9 5/8" T-1-11 plywood nailed with 8d nails at 3",12" o.c. (Or 3/8" plywood panel siding) 10 1/2" gypsum board nailed with 5d nails at 7" o.c. max. 11 518" gypsum board nailed with 6d nails at 7" o.c. max. 12 718" 3 coat portland cement plaster. No. 11 GA., 1-1/2" long, 7/16" head or No, 16 GA. Staple, 7/8" legs at 6" O/C max. r.,.r Commonsr fw, Box nails n'HF-: "-.:"?DR' . "}SHF 0.213 0.260 0.164 0.200 0.312 0.380 0.240 0.293 0.402 0.490 0.309 0.377 0.254 0.310 0.196 0.239 0.212 0.460 0.163 0.354 0.360 0.600 0.277 0.462 0.131 0.160 0.101 0.123 0.197 0.240 0.152 0.185 0.254 0.310 0.196 0.239 Footnotes: 1 Foundation sill plates and all framing receiving edge nailing from abutting panels shall not be less than a single 3 -inch nominal member. In shear walls where the total wall design shear does not exceed 600pif, a single 2 -inch nominal sill plate may be used, provided anchor bolts are designed for a load capacity of 50 percent or less of the allowable capacity and bolts have a minimum of 2 -inch by 2 -inch by 3116 -inch plate washers. Plywood joint and sill plate nailing shall be staggered in all cases. S3 Wall line analysis ' Page 1 Shearwall Summary; Description; jAuer residence Level; Main Line; © P lateral 0.550 kips Total wall length; 3.500 feet Wall framing species; JHF Shearwall; Description; Mark v cap Side 1; 3/8" cdx plywood with 8d nails at 6", 12" o.c. 1 0.213 kips/ft Side 2; None 13 .0.000 kips/ft Shearwall v; 0.157 kips/ft OkI v allow; 0.213, kips/ft If user -defined SW used; ' Description; v allow 0.000 kips/ft ' Sill nailing; Q Applicable? i 0.134 = 0.853 feet 16d sinker good for 0.134 kips/each ' 0.157 16d nails at 10, inches o/c at SW ' Anchor bolts; Q Applicable? Design v; 0.157 kips/ft Anchor size, wood species, mudsill thickness; Li/z" di i. PTHF 2 x plate E] Double anchor bolts? Allowable shear per anchor bolt; 0.728 kips 0 0.728 = 4.633 feet 0.157 Anchor bolts at.: inches olc max.: Blocking/top plate; FZI Applicable? Connector A35 0.450 kips/each ' Length of attachment; 13.00 feet Connector None A 0.000 kips/each Design v; 0.042 kips/ft ' Connectors 48 inches o/c max. Connectors at rim joist to mudsill/cripple wall top plate; ❑ Applicable? 'Design v; 0.157 kips/ft A35 at 0 inches o/c max. ' Page 1 1 i 1 1 1 ' Total lengths 3.50 21.50 ' Page 1 Splice; 4 16d nails, where used kips/ea V2 V3 v3 V4 v4 Force -0.264 0.209 0.077 Line geometry 1 1 ' Shearwall summary; Line geometry and collector forces Maximum collector force; 0.264 kips Drag truss present to assume collector forces? No ' Nailed top plate splice; 16d nail good for; 0.115 kips/each Bolted top plate splice; ' Use; Not applicable v, bolt; No. of bolts required; Level Main Line B ' V1 vi V2 Segment Desc. Wall Opening 0.55 0.02 12.00 0 12.00 y ' 3.50 w 3.50 y 6.00 0 6.00 y ' 3.50 0 3.50 y 1 . 1 ' Total lengths 3.50 21.50 ' Page 1 Splice; 4 16d nails, where used kips/ea V2 V3 v3 V4 v4 Force -0.264 0.209 0.077 Wall stability; Level; Main Line; B Assembly dead loads; Roof; 0.014 ksf Floor; 0.011 ksf Wall; 0.010 ksf Stability details V; 0.157 kips/ft Design controlled by; seismic � Dead load reduction factor; 0.900 Shearwall Dead load trib. Lengths U CU.�... N D v M > O Q v _O LL 'Z _ ~ r C C J U U LU F- v Y r__0 CD N_ p 1- CU y CO O CL Holdown 3.50 9.00 9.00 0.090 5.0 0.5 3.00 1.50 1.50 PHD2/2-2x (3.610k) N/A N/A N/A N/A N/A N/A N%A N/A N/A N/A N/A N/A N/A Page 1 Lj Wall line analysis Shearwall Summary; Description; jAuer residence � None I Level; Main Line; P lateral 7.050 kips Total wall length; 16.580 feet Wall framing species; DFL O Double anchor bolts? Allowable shear per anchor bolt; 0.728 kips Shearwall; Description; Mark v cap Side 1; 3 0.490 kips/ft Side 2; 13 0.000 kips/ft Shearwall v; 0.425 kips/ft OkI v allow; 0.490 kips/ft If user -defined SW used; ' Length of attachment; 38.00 feet Connector Description; v allow 0,000 ' - kips/ft Design v; 0.186 kips/ft Sill nailing; O Applicable? -V� ' Connectors J3,f ' inches o/c max. 0.154 = 0.362 feet 16d sinker good for 0.154 kips/each 0.425 16d nails at 4 inches o/c at SW sl� 3/8" cdx plywood with 8d nails at 3", 12" o.c. � None � ' Page 1 Anchor bolts; El Applicable? ' Design v; kips/ft Double anchor bolts or min. 3 x mudsill required at ground floor Anchor size, wood species, mudsill thickness; 1/2" dia_PTHF 2 x plate M O Double anchor bolts? Allowable shear per anchor bolt; 0.728 kips — 1.712 feet 0.728 — 0.425 Anchor bolts at `;` 10. ' . - inctiesolc max: Blocking/top plate; Applicable? Connector H1 0.485 kips/each ' Length of attachment; 38.00 feet Connector None 0.000 kips/each Design v; 0.186 kips/ft -V� ' Connectors J3,f ' inches o/c max. Connectors at rim joist to mudsill/cripple wall top plate; ❑ Applicable? ' inches Design v; 0.425 kips/ft A35 at 0 o/c max. ' Page 1 1 1 1 1 1 1 1 1 1 1 1 1 Line geometry Shearwall summary; Line geometry and collector forces Maximum collector force; 2.282 kips Drag truss present to assume collector forces? No Nailed top plate splice; 16d nail good for; 0.132 kips/each Splice; 17 16d nails, where used Bolted top plate splice; Use; Not applicable n v, bolt; kips/ea No. of bolts required; Level Main Line D V1 v, V2 v2 V3 v3 V4 v4 Segment Desc. Wall I Opening 1 7.05 0.09 Force 16.75 0 16.75 y 8.00 w 8.00 y -1.470 6.00 0 6.00 y 1.230 S Ib 8.00 0 8.00 y 0.703 0� 3.75 w 3.75 y 0.001 7.00 0 7.00 y 1.266 4.83 w 4.83 y 0.652 26.00 0 26.00 y 2.282 Total lengths 16.58 63.75 Page 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Wall stability; Level; Main Line; D Assembly dead loads; Dead load trib. Lengths Roof; 0.014 ksf Floor; 0.011 ksf Wall; 0.010 ksf Stability details V; 0.425 kips/ft Design controlled by; Seismic Dead load reduction factor; 0.900 Shearwall Dead load trib. Lengths CU . mo O o O n a x cc x CC .O U O Holdown 8.00 9.00 9.00 0.090 30.6 2.6 7.50 3.77 3.77 PHD5/2-2x (4.685k) 3.75 9.00 9.00 0.090 14.35 0.57 3.25 4.26 4.26 PHD5/2-2x (4.685k) 4.83 9.00 9.00 0.090 18.48 0.94 4.33 4.07 4.07 PHD5/2-2x (4.685k) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Page 1 k 5b 1 1 1 1 1; 1 1 .. 1` 1 1 1 1 1 1 1 1 1 1 1 T) i sfv 6,A e io e u cls I vi R (oU Sid s� a V. I G .o I��Z�.3Z� /0.03 = 3.36 G Ia,I(o (0.�� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Wall line analysis ' Shearwall Summary; Description; jAuer residence ' Level; Main Line; F P lateral 3.360 kips 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Total wall length; 9.160 feet Wall framing species; JHF Shearwall; Description; Mark v cap Side 1;3 0.402 kips/ft Side 2; 13 0.000 kips/ft 3/8" cdx plywood with 8d nails at 3", 12" o.c. � None � Shearwall v; 0.367 kips/ft Oki v allow; 0.402 kips/ft If user -defined SW used; Description; v allow 0.000 kips/ft Sill nailing; Q Applicable? 0.134 = 0.365 feet 16d sinker good for 0.134 kips/each 0.367 16d nails at 4 inches o/c at SW Anchor bolts;. 0 Applicable? Design v; kips/ft Double anchor bolts or min. 3 x mudsill required at ground floor Anchor size, wood species, mudsill thickness; 1/2" dia. PTHF 2 x plate Double anchor bolts? Allowable shear per anchor bolt; 0.728 kips 0.728 = 1.985 feet 0.367 Anchor bolts at, 12: inches o/c max. Blocking/top plate; O Applicable? Connector IA35 0.450 kips/each Length of attachment; 29.00 feet Connector None 0.000 kips/each Design v; 0.116 kips/ft Connectors 47 inches o/c max. Connectors at rim joist to mudsill/cripple wall top plate; 0 Applicable? Design v; 0.367 kips/ft A35 at 15 inches o/c max. Page 1 M Line geometry Shearwall summary; Line geometry and collector forces Maximum collector force; 1.836 kips Drag truss present to assume collector forces? No Nailed top plate splice; 16d nail good for; 0.115 kips/each Splice; 16 16d nails, where used Bolted top plate splice; Use; Not applicable v, bolt; kips/ea No. of bolts required; Level Main Line F V1 v, V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening 1 3.36 10.06 1 1 1 1 F--IForce 15.75 0 15.75 y 9.16 w 9.16 y -0.964 20.00 0 20.00 y 1.836 10.00 0 10.00 y 0.612 Total lengths 9.16 45.75 Page 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Wall stability; Level; Main Line; F Assembly dead loads; Roof; 0.014 ksf Floor; 10.011 Iksf Wall; 10.010 ksf Stability details V; 0.367 kips/ft Design controlled by; Seismic Dead load reduction factor; 0.900 Shearwall Dead load trib. Lengths •� o' v o o0 _ n '- a -j � d U `p w ; E �? O` > Y o Holdown Ci a)3 Cn 9.16 10.00 10.00 0.100 33.6 3.8 8.66 3.49 3.49 PHD2/2-2x (3.610k) N/A N/A N/A Iw N/A N/A N/A N/A Iw N/A N/A N/A N/A Iw N/A Iw N/A Page 1 I Wall line analysis Shearwall Summary; Description; jAuer residence Level; Main 71 Line; © P lateral 6.670 kips Total wall length; 18.160 feet Wall framing species; HF Shearwall; Side 1; Side 2; r)esrrintinn- 3/8" cdx plywood with 8d nails at 3", 12" o.c. None � Mark v cap 3 0.402 kips/ft 13 0.000 kips/ft Shearwall v; 0.367 kips/ft Ok! v allow; 0.402 kips/ft If user -defined SW used; Description; v allow 0.000 kips/ft Sill nailing; O Applicable? 0.134 = 0.365 feet 16d sinker good for 0.134 kips/each 0.367 16d nails at 4 inches o/c at SW Anchor bolts; O Applicable? Design v; kips/ft Double anchor bolts or min. 3 x mudsill required at ground floor Anchor size, wood species, mudsill thickness; _1/2" dia. PTHF 2 x plate_ Double anchor bolts? Allowable shear per anchor bolt; 0.728 kips 0.728 = 1.982 feet 0.367 Anchor bolts,at 12 inches o/c max. Blocking/top plate; D Applicable? Length of attachment; 38.00 Ifeet Connector A35 _ 0.450 kips/each Connector None 0.000 kips/each Design v; 0.176 kips/ft 1� " Connectors inches o/c max. Connectors at rim joist to mudsill/cripple wall top plate; [Z Applicable? Design v; 0.367 kips/ft A35 at 15 inches o/c max. Pagel . 6(l Line geometry Shearwall summary; Line geometry and collector forces Maximum collector force; 2.754 kips Drag truss present to assume collector forces? Nailed top plate splice; 16d nail good for; 0.115 kips/each Splice; 24 16d nails, where used Bolted top plate splice; Use; Not applicable v, bolt; kips/ea No. of bolts required; Level Main Line G V1 v, V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening 6.67 0.08 Force 16.00 0 16.00 y 5.83 w 5.83 y -1.331 26.00 0 26.00 y °, 0.325 CSI 11.00 0 11.00 y : -1.839—C 7.33 w 7.33 y -2.754 9.00 0 9.00, y -0.672 5.00 w 5.00 y -1.420 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 18.16 62.00 Page 1 Or Wall stability; Level; Main Line; G Assembly dead loads; Dead load trib. Lengths Roof; 0.014 ksf Floor; 0.011 ksf Wall; 0.010 ksf Stability details V; 0.367 kips/ft Design controlled by; Seismic • Dead load reduction factor; 0.900 Shearwall Dead load trib. Lengths O N � L _'6 V v Z5 n n 2 d " °' 3: U_o N U n_ Y n C, Holdown N L N 2 O O LL O J d v O Q O to a 5.83 10.00 10.00 0.100 21.4 1.5 5.33 3.76 3.76 PHDS/2-2x (4.685k) • 7.33 9.00 9.00 0.090 24.23. 2.18 6.83 3.26 3.26 PHD2/2-2x (3.610k) • 5.00 9.00 9.00 0.090 16.53 1.01 4.50 3'.47 3.47 PHD2/2-2x (3.610k) • N/A • N/A • N/A • N/A • N/A • N/A • N/A • N/A • N/A • N/A • N/A • Page 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Wall line analysis Shearwall Summary; Description; jAuer residence Level; Main Line; ® P lateral 6.870 kips Total wall length; 17.500 feet Wall framing species; HF Shearwall; Side 1; Side 2; Descriation; 3/8" cdx plywood with 8d nails at 3", 12" o.c. Design v; kips/ft Double anchor bolts or min. 3 x mudsill required at ground floor None Anchor size, wood species, mudsill thickness; i/z" dia. PTHF 2 x plate Mark v cap 3 0.402 kips/ft 13 0.000 kips/ft Shearwall v; 0.393 kips/ft Oki v allow; 0.402 kips/ft If user -defined SW used; Description; v allow 0.000 kips/ft Sill nailing; ❑ Applicable? 0.134 = 0.341 feet 16d sinker good for 0.134 kips/each 0.393 16d nails at. 0 inches o/c at SW . Anchor bolts; 0 Applicable? ' Page 1 Design v; kips/ft Double anchor bolts or min. 3 x mudsill required at ground floor Anchor size, wood species, mudsill thickness; i/z" dia. PTHF 2 x plate ❑ Double anchor bolts? Allowable shear per anchor bolt; 0.728 kips ' 0.728 1.854 feet 0.393 Anchor bolts at } 11 • inches. o/c max. ' Blockin Ito late; 0 Applicable? 9 PP Connector 7 A35 0.450 kips/each ' Length of attachment; 9.00 feet Connector LNone _ 0.000 kips/each Design v, 0.763 kips/ft 1`7' q3r 0 �9(-1wL►^• Connectors 7 inches O/c MI. Connectors at rim joist to mudsill/cripple wall top plate; ❑ Applicable? Design v; 0.393 kips/ft A35 at 0 inches o/c max. ' Page 1 Line geometry Shearwall summary; Line geometry and collector forces Maximum collector force; 5.338 kips Drag truss present to assume collector forces? No Nailed top plate splice; 16d nail good for; 0.115 kips/each Splice; 46 16d nails, where used Bolted top plate splice; _ Use; s/8^ dia., PrHF n v, bolt; 1.487 kips/ea No. of bolts required; 4 Level Main Line 4 V1 v, V2 v2 V3 v3 V4 v4 Segment I Desc. I Wall Opening 6.87 1 0.09 Force 17.50 w 17.50 y 9.00 0 9.00 y 5.338 52.00 0 52.00 y 4.551 Total lengths 17.50 61.00 Page 1 bq N Wall stability; Level; Main Line; 4 Assembly dead loads; Roof; 0.014 ksf Floor; 0.011 ksf Wall; 0.010 ksf + Stability details V; 0.393 kips/ft Design controlled by; Seismic —E--] Dead load reduction factor; 0.900 Sheatwall Dead load trib. Lengths o, o o a J r p Y CL) 0O -F6 Holdown '� O O ]e O d N 0 CU 17.50 10.00 10.00 0.100 68.7 13.8 17.00 3.31 3.31 PHD2/2-2x (3.610k) N/A N/A N/AIw N/A N/AIw N/A N/A w N/A N/A N/A Iw N/A - N/A Iw N/A :w Page 1 (D1 0 69 Wall line analysis Shearwall Summary; Description; jAuer residence Level; Main Line; 0 P lateral 0.700 kips Total wall length; 13.000 feet Wall framing species; HF Shearwall; Side 1; ' Side 2; Description: 3/8" cdx plywood with 8d nails at 6", 12" o.c. 1W None 1W Mark v cap 1 0.213 kips/ft 13 0.000 kips/ft Shearwall v; 0.054 kips/ft Okl v allow; 0.213 kips/ft If user -defined SW used; Description; v allow 0:000. kips/ft Sill nailing; Applicable? 0.134 = 2.489 feet 16d sinker good for 0.134 kips/each 0.054 16d nails at 16 inches o/c at SW Anchor bolts; O Applicable? Design v; 0.054 kips/ft Anchor size, wood species, mudsill thickness; 1/z" dia. PTHF 2 x plate ❑ Double anchor bolts? Allowable shear per anchor bolt; 0.728 kips 0.728 = 0.054 Length of attachment; Design v; 13.520 feet Anchor bolts at 72 . inches o/c max. Applicable? Connector H1 _ 13.00 feet Connector None 0.054 kips/ft 0.485 kips/each 0.000 kips/each Connectors 48 inches o/c max. Connectors at rim joist to mudsill/cripple wall top plate; ❑ Applicable? Design v; 0.054 kips/ft A35 at 0 inches o/c max. Page 1 1 1 1 1 1 l 1 1 1 1 1 1 1 1 1 1 1 1 1 Line geometry Shearwall summary; Line geometry and collector forces Maximum collector force; kips Drag truss present to assume collector forces? No Nailed top plate splice; 16d nail good for; 0.115 kips/each Splice; 4 16d nails, where used Bolted top plate splice; Use; Not applicable v, bolt; kips/ea No. of bolts required; Level Main Line 5 V1 v, V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening 1 0.70 0.05 Force 13.00 w 13.00 y 1 Total lengths 13.00 Page 1 N Wall stability; Level; Main Line; 5 Assembly dead loads; Roof; 0.014 ksf Floor; 0.011 ksf Wall; 0.010 ksf Stability details V; 0.054 kips/ft Design controlled by; Seismic Dead load reduction factor; 0.900 Shearwall Dead load trib. Lengths . O 1:71C I _ (O _ O ti v E Y O Holdown NCU O O3: = O O lOl.. Ci O (U 13.00 9.00 9.00 7.00 0:188 6.3 14.3 12.50 -0.53 -0.53 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Page 1 qI 11 1 Wall line analysis Shearwail Summary; Description; lAuer residence � � i Level; Main Line; 6.1 P lateral 0.670 kips Total wall length; 3.750 feet Wall framing species; HF Shearwall; Description; Mark v cap Side 1;3/8" cdx plywood with 8d nails at 6", 12" o.c. 1 0.213 kips/ft Side 2; None 13 0.000 kips/ft Shearwall v; 0.179 kips/ft Okl v allow; 0.213 kips/ft If user -defined SW used; Description; v allow 0.000 kips/ft Sill nailing; Applicable? 0.134 = 0.750 feet 16d sinker good for 0.134 kips/each 0.179. 16d nails at 8 inches o/c at. SW Anchor bolts; 0 Applicable? Design v; 0.179 kips/ft Anchor size, wood species, mudsill thickness; 1/2" dia. PTHF 2 x plate E]Double anchor bolts? Allowable shear per anchor bolt; 0.728 kips -:� � � 0.728 = 0.179 Length of attachment; Design v; 4.075 feet 'Anchor bolts at"; . 48 inches o/c max. Applicable? Connector I H1 Iv 1 0.485 kips/each ne 20.00 feet Connector No - 0.000 kips/each 0.034 kips/ft Connectors 48 inches o/c max. Connectors at rim joist to mudsill/cripple wall top plate; ElApplicable? Design v; 0.179 kips/ft A35 at 0 inches o/c max. Page 1 Z 1 1 1 1 1 1 Line geometry 1 Shearwall summary; Line geometry and collector forces Maximum collector force; 0.298 kips Drag truss present to assume collector - forces? No ' Nailed top plate splice; 16d nail good for; 0.115 kips/each Splice; 4 16d nails, where used Bolted top plate splice; ' Use; Not applicable v, bolt; kips/ea No. of bolts required; Level Main Line 6.1 V1 v, V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening 0.67 0.03 Force ' 7.50 0 3.75 w 3.75 7.50 y y -0.248 9.00 0 9.00 y. 0.298 ' 0.000 0.000 0.000 0.000 0.000 0.000 0.000 ' 0.000 0.000 0.000 0.000 0.000 0.000 ' 0.000 0.000 ' 0.000 0.000 0.000 ' 0.000 0.000 0.000 ' 0.000 0.000 Total lengths 3.75 16.50 ' Page 1 Wall stability; Level; Main Line; 6.1 Assembly dead loads; Roof; 0.014 ksf Floor; 0.011 ksf Wall; 0.010 1 ksf Stability details V; 0.179 kips/ft Design controlled by; Seismic IWI Dead load reduction factor; 0.900 Shearwall Dead load trib. Lengths O N o o _ DC � c d ~ G (M 4% U H i_ 'o o Holdown 3.75 9.00 9.00 0.090 6.0 0.6 3.25 1.70 1.70 PHD2/2-2x (3.610k) N/A N/A N/A Iw N/A Iw N/A N/A N/A N/AIw N/A Iw N/A N/A N/A N/A Will Page 1 R Ll iL Wall line analysis Shearwall Summary; Description; jAuer residence Level; Main 7 Line; 6.2 P lateral 4.890 kips Total wall length; 1 18.830 feet Wall framing species; I HF 11 W Shearwall; Description; Mark v cap Side 1;2 0.312 kips/ft Side 2; 13 0.000 kips/ft 3/8" cdx plywood with 8d nails at 4", 12" o.c. � None � Shearwall v; 0.260 kips/ft Okl v allow; 0.312 kips/ft If user -defined SW used; Description; v allow 0.000 kips/ft Sill nailing; FZ] Applicable? 0.134 = 0.516 feet. 16d sinker good for 0.134 kips/each 0.260 16d nails at 6 inches o/c at SW Anchor bolts; Applicable? Design v; 0.260 kips/ft Anchor size, wood species, mudsill thickness; 1/2" dia. PTHF 2x plate ❑ Double anchor bolts? Allowable shear per anchor bolt;. 0.728 kips Connectors at rim joist to mudsill/cripple wall top plate; O Applicable? Design v; 0.260 kips/ft A35 at 1 (t0I inches o/c max. Page 1 _�5 0.728 = 2.803 feet 0.260 Anchor -bolts at' inches o/c.max. Blocking/top plate; O Applicable? Connector A3s 0.450 kips/each Length of attachment; 42.00 feet Connector _ None 0.000 kips/each Design v; 0.116 kips/ft Connectors 46 inches o/c max. Connectors at rim joist to mudsill/cripple wall top plate; O Applicable? Design v; 0.260 kips/ft A35 at 1 (t0I inches o/c max. Page 1 _�5 I - x Line geometry Shearwall summary; Line geometry and collector forces ' Maximum collector force; 1.218 kips Drag truss present to assume collector forces? Yes ' Nailed top plate splice; 16d nail good for; 0.115 kips/each Splice; 4 16d nails, where used Bolted top plate splice; ' Use; Not applicable v, bolt; kips/ea No. of bolts required; Level Main Line 6.2 V1 v, V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening 4.89 0.12 Force 8.83 w 8.83 12.33 0 12.33 y :. y 1.218 10.00 w 10.00 y «, -0.283 9.00 0 9.00 y 1.096 0.000 0.000 ' 0.000 0.000 0.000 0.000 0.000 0.000 0.000 _ 0.000 0.000 ' :.. 0.000 S •r 0.000 0.000 ' 0.000 0.000 0.000 ' 0.000 0.000 0.000 0.000 0.000 Total lengths 18.83 21.33 ' Page 1 Wall stability; Level; Main Line; 6.2 Assembly dead loads; Dead load trib. Lengths Roof; 0.014 ksf Floor; 0.011 1 ksf Wall; 0.010 ksf �q Stability details V; 0.260 kips/ft Design controlled by; Seismic 1-1 Dead load reduction factor; 0.900 Shearwall Dead load trib. Lengths CM, `V O O O r c OY ~ CU Y °� O0 � Holdown 8.83 9.00 9.00 0.090 '20.6 3.2 8.33 2.14 2.14 PHD2/2-2x (3.610k) 10.00 9.00 9.00 0.090 23.37 4.05 9.50 2.08 2.08 PHD2/2-2x (3.610k) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A - N/A N/A Page 1 ' sr 1 u 11 PW�N!l4W4MM- lRMAPPWiAL uot "Ar ISo ai1�:.. U APPROVED a_' U eu►t♦ Cam Environmentnt OL) p O.4` o`� S� BU �"�' =UNTY BUILDING DIVISION APPROVED ' znv►r onmental Health OCT 2 0 2004 .� ""_'�"' � � iii �►�; ;o, Gal"forrzia APN: 039-3G0-074 SCALE: M oU DRAWN CHECKED H AE 09/10/04 SCALE 5HOWN JOB NO. SHEET i Environmental Health JA N - 8 2004 Chico, Califomia Floor t)lan Scale: 1 /499=1r-099 1 . �rrKUVED Butte r..•..,... j I Signafu 4'-O' KEYNOTES A OI ARCHED OPENING A 02 TRANSOM GLASS ABOVE DOOR A 03 CASED OPENING A FO4 BUILT-IN ENTERTAINMENT CENTER A 05 SKYLIGHT ABOVE AG CEILING BREAK A 01 LINEN CABINET A 08 22' x 30" ATTIC ACCESS A 01 BUILT-IN DISPLAY CABINETS - CONFIRM m10DESIGN A UPPER AND LOWER CABINETS A 11 LAUNDRY TUB A 12 DECORATIVE COLUMN A13 LOWER CABINETS WITH SHELVES ABOVE A 14 ACCESS PANEL FOR ENTERTAINMENT CENTER - CONFIRM SIZE AND LOCATION. FAITS I CULTURED STONE VENEER A IG CONDENSING UNIT A 11 BEAM ABOVE A It 12- BAR SINK 'A` 11 WET BAR A 20 SOLID CORE WITH SELF CLOSER A21 5/8' TYPE 'X' GYPSUM BOARD AT WALLS AT GARAGE A 22 XTRORDINAIR MODEL 44 ELITE WOODBURNINCa FIREPLACE. INSTALL PER MFRS. SPECS A 23 2 x G WALL A 24 50 GALLON GAS-FIRED WATER HEATER ON +18" RAISED PLATFORM. PROVIDE P/T VALVE WITH DISCHARGE TO OUTSIDE. V.T.O.S.A. PROVIDE SEISMIC STRAPS . TOP AND BOTTOM A 25 2-2x4 WALL 'A` 2G 20" WIDE CULTURED STONE HEARTH AT +12' B 01 TILED DECK AT +20' B 02 JACUZZI TUB WITH DECK MOUNT FIXTURES FBT031 GUNITE SHOWER - SLOPE FLOOR TO DRAIN B 04 SOAP NICHE AT +54' 15 05 GUNITE SEAT AT +IS" B OL TILED SHOWER WITH TEMPERED GLASS ENCLOSURE. SLOPE FLOOR TO DRAIN K 01 REFRIGERATOR - CONFIRM SIZE K 02 DISHWASHER K FO3 SINK WITH DISPOSAL K 04 COOKTOP WITH DOWNDRAFT VENT K 051 BUILT-IN DOUBLE OVEN FKT041 APPLIANCE GARAGE FKT011 CUSTOM METAL GATE TO PANTRY K Oi LOWER CABINET WITH UPPER DISPLAY CASE GENERAL NOTES REFER TO STRUCTURAL PLANS FOR ADDITIONAL WALL FRAMING INFORMATION. (POST LOCATIONS, ETC) I AREA TABULATIONS I CONDITIONED FLOOR AREA: MAIN HOUSE 4018 S.F. EXERCISE ROOM 214 S.F. TOTAL CONDITIONED 4314 S.F. PLOT DATE: 12-11-03 Frank M Glazewski archi e t structural design 1370 Ridgewood Drive Suite 10 Chico, C21ifornia 95973 tel(530) 343-4630 fax (530) 893-0532 D AR�y�T M. GC4IF�FC, s � NO C-27470 ' REN 5-31-05 9lF OF C a� r cd cd 4 •li �° � boo' d U �D0 � U td floor plan DRAWN F.G. CHECKED F.G. DATE 11-21-03 SCALE NOTED JOB NO. 03-015 SHEET A-3. OF SHEETS CONFIRM NORTH ARROW PER DWGS BY M t M EQUIPMENT NORTH I PROPANE TANK LOCATION (E) DRIVEWAYS. ETC. (E) POWER POLES CONFIRM HOUSE LOCATION UTILITY LOCATIONS Site Ian A. 1„ = 20,--0„ . IF , � -11 -Ii, I I ` _ � -1 . � - � ; - _ ". - --- - -- . I �. 1-1.1.1-1 I . I.., _111-1-11-...'' . �� I I I ,- . I I I I I I I I I , I ,, � . . . I � I � � � I 1 I � I I ... I-- I 1. -111-1. .- ._ -1 I I'll, - -111-1 1. .. . - . 7 llj . 11 7' , - " � , , ,. � -, - ..... - "' - , __ - - , - .11 1� - - ----- - I - � � I I ,., . I , , 1, , 11 . � ... � I'll � I 11.1, - 7 7, , � p ,, , - 7 _1 � - 11 I - - .. _ , .1 11 11 - I... ..." , I �. I- 1. 1.1- I - . '. . . - "'. - - , .. . ,- . . :.., 7 _ .... 11 -11 - . I - I - _ - - � , - I I ., I -1_1 � I - I � �, .1 � I 111- . - , - _! - � i -7 11 __ 11 I ,,� . � � � . ! I I I I I � � . I I . I . I I I I I I I I . I I I I . . :1 I � I . I I I I I � I � I . I � : I I I � � I � I I I I I � I . I I I I . I I � I I ----,- _ I - � ___ � - . .1 i 7 I " .� I - I I -I I __ 1-1 1. , 11111-- .- 11-11, '� I I I- - � .. - �. - . - __ - , " � - , i , " - - .. � , - - - , 1. � . .; :� . 11 . I � ... � . 1� I 11.1 .� - � - I I I - -1 . . -1- "I �. , . , 1. . .- - I � . 11 - i I -111. I I . I 1. I -- . I � I.... - I - I . 11 1-1.11. - 1. - - .... I. . �. I 1. , , , . - . I . 1. I I . I .. , -1 I I I - - I .1 .. I I 11.11. . 11 . I � � � . I � I � . . I I . I . :, I I I I � . I , I I I I I I I I I I . I I � I I I I : , I I I I i . � I I I I I I I I I I I I , ,- - � - - __, - .. -, " , _. , � , - " , , __ - , �. ____ _ ...... . ___ -". _ - - ,..: '' - ,f, � - -, __._ - ."', ....... '' ___ ,. - .. '' , , � , -_ " " : � � I � I . � I I I I I � I � I I 1 I I I . �, I I I � I 11 . : 1�, I � I . I � I I I I . I � I I ." I :� I � . I I I I . I . � I � . � I . � I I I I � . � � � 11 � I I I I I I, . I I � I . 1 I � : � I . I . I � I I I � I � I I � I I : , : � � � . I I I � I I I I . I . I � I � � � . I I �� I I I I I . : I I I I . I I � I � � I � I . I I I I � � I I . : , I I I I I I � I I , , . , . I � I �c I I . � I I : I . � I I I � I I I I I � I � I I I I I � I II I � I I . I I I : � I I I I I I . � I I I � I � � I I : � I I I I I I � I I I . . . I I I � � I � I I I � I I I � I I I . I � � I . I I I I I I � : I I I I I � I I � I I I : I I I � I I � . I I . I . I . I I � I : I I I . � I I I � I . I I I . I I � I � � I I I � I I I I . I I I I I . I I . I I I I I . . I ! I � : I I . I I I I � I . I I � I I . I I I � . I I I I I , I � � � . : I I I � � I I I I . . I I I I I � I I I I � I . . I � I I I I I I I I � I � I . ; � . � I � ! I I I I . I I I I I I I I I I . I � I I . � I I I I I I I � I .� I I I I I I I . I I I � � I I I . . 1 i I I . . I � � � I . � . I I I I I I I I . I I I . I , , � � I I I � I I � . � I I I � I I I I I I � I I I I � I I I I � I I I I � , � � � I . I I � I I I I I I I I I � � � I I � I � I : I : � . I I I I I I � � I I I � . I I I � I I I I . . I . I . I � . I � � � . . I I I I ! I I . I I � I . I � I . I I I I I I I : I . I I I I I 1, I I I I � I . I I � I I I I I I I I . I . I I � � . . � 11 � I I � . I � I � I I I � I, � I I I � � I I , I � � � I I I . I � I I I I . : I � I I I I I I . I I I I I I . . � I I I I I I I I I � � : I I . I I I I I I � I . � � I � � � I I I I I I . I � I I I I I I � I � I I I I I I I . I I I I , I , I � I I I I I I � I I � I � � . . � I ; I I I � I I I . I . I I . II : . I I I I 1, I I I � . I . I �, � � . I I , I � : I I � . I I � I . � I � � I � � I I I : . I I I I I I I I . I I I . . I I � I . I . I I I I I . I I I I ; . . . � I I I . . . : I � � I I ; I � I I I I � I I I . � . I � � I I I I I I . I i I I . I I I � � : 11 � I � i � I I � I � � I . I I I � I � I � . � . I I I I I . I � � � . I 11 I I I I I I I : I I � I � I I � I I I I I i I I I I ! I I I I I I I � I . I I I I I . � � � � I � I I I I I I I I . � I � . I � . I � � I � I I . . I I I I � I 4 I I I . � I � I � I � � I I . � I � I I . I � I � � I I I . � � . � I I I I I I I . � I � I I ! � I � I I � I I I � I I I . I I I � � . I I I I . I I I � I I I : I I � I I I I I I . . � I � I . I I I I I � I I I � I I I I I I : : I � � I I I � I . I I I �: I I I I I I � I I I I I I , I � � � I � I I I . I � I I I � I . I I � . I I I I I � I � I I I I � � I i I . I I I I I I . I I I I I . I I I � I . � I I . � I I I I � � . I � I . � I � . I � I � � � I i I I I . � � I I I I I I � I I I I I � � I . I 11 � . I I � � I . I � I I � I � I I f ! I I . I I 1! I I . � I I . I I I 11 I I I I I I I I . I I , � . , , � . I � '! I I . � � I I I I � � � I . I I I I I . . � I I � . . � � � I I I , I I � I I � � I I � I I I I . � I . � I I I I I : � I I . . � I � I I . I � I � � I I � I , I . � � � . I I I . � I I . I I I I � - � I - , .- - ! � I I I I I 11 . I ; , , , - I I . I � � I I I . I I . : I I � I I I I � I � I � I I I- . . I I � � � I I . I; . . � I � I I I - � �- I I I I I I I I I I � I I I - . . , I I I . � I I I I - __ . I I I . � I . . . I � I . I I I � , I I I I � I � � I I I I � : I I � I I I I I � I I : � I I I I . � . . . I I YENE RA L- CONDITIONS: ,G . � - - _____ I I I I � I � I I I I � � � � � PiRAMINGILUMBER: I --- - - I I I I I I I I . I I I I 1�11 The Contractor shall ver1ru all dimensions, details; and job site conIdItIons'prior to commencing work and I 6-1 .1 � 11 I t I I I I � I I All wood bearing on concrete shall be. pressure treatedDouglas Fir Larch., �, � I ' I .1 I I I � , - -1 I - I nouru the Enninearor anU discrepanclosi : I I � I - � ro-2 1. _ , , I Provide 2 x 2;4 31frou plate washers on 411 fq I i undation anchor bolts. I I I I .. Mance �,_2 'Ail Cohl3tt,=101`1 and mothodashall be in strict conror with the applicable provisions of the ro -.3' , L I . Where anchor bolts have been incorrocilu Place� thoOndluding'holdown anchors) or for retrofit I I I California Building Code, 1998 Edition, and the latest edition cif'the UMC, UPC, NEC, and applicable . r I . 11 � � I- 1. - . � I I I 1. q4O . I construction, uso�6j 1 . I I I I I I I I I . I I Mpson RFB 05 x 10 Wl ET -22 .opox U,,apd T1 embedment in concrete, and Install par � � I I .1 I � � I . I I . I I I � I � I municipal, State ar sJ Fade at regqlations. I I � � - 71 , , ,r , '' � I 11 I I %*,7�p'g 4 -All work is subject to building department field inspector's approv4 , r , I I 1. - I - I ,Ifj� C ontractor shall all to , I I . . � I I I I I manuracturer.'s recommendations. If the location 16 lose than 211 from! the edge of concrete I ,rEhQlnosr1s I L tion is re . I -1 � �aL , Approval is required prior to tnst8llattom 6 ecial, thapse d.L,ocate and avoid 11 existing I P - . quire I r 1. � . .- - I I . I . I I I I. I I I I il � *A?rkhe provide measured necessaro protect the structure, workmenj and all other . . I � I I � I I . I � .1 .1 persons during construction, I 1 6-4 rainrorcin prior, to drilling. I �a I . I All bolts and IaG scrows- shall be tightened, upon installation and ratIghtened bar c oat a in orat n, I . I . I I . � I � I , I I I I The Engineer is responsible for t ' he structural items in the plans on1g. Should ang channes, be made from 0 a calculations without approval from the Engine r, th rFiho Engineer th dealanas specified in the a, 8 a will It d � 11 , CEYX � com lettonol"jo 11 . � . r - - I . .ore , .1 I r r � , 'P. : r b. Lao I . i I I I . I � I I � I I I . I I , . 11 � assume no,responsibliltU For Ang element or sUstelff of the structure. I I I I � ro-5 rb-9, screws shall be screwed, not driven, into pro -drilled holes or 2/3:tMe shank diameter. , I Holes for bolts shall be bprod with a bit 1/32' to 11160 larger than the.nomihal bolt diameter. � � I I : I � "40 Additional, lag6uts and/or plans, (site plan, pluilfbIng, heating and ventilation, mechanical, etc.) bg otherej .1 . � - . -1 I I 6-7 . r Cut I Structural members shall not 0 for pipes, etc. unless specificallU noted 6r.detalleld. � � � I I I I I I � � r I � riot fullU shown on the plans or called for in the 6-8 ,, I I I . I I 11 I . I .. - All framing, anchors, clips, straps, haniaers, holdowns, etc. shall be manufactured Simpson St on -Tie . � I � I I � .1 I � r ,r , g Compang or I , d � � � I I I Similar character to co 11 I ndition.a shown o. the plans, 1 6-4 a a I I qu.1VAlent,ifistalled per manufactur r a recommon ations. , I I �� , - , Nailing schedule per Table.234-B-I Of the I"! UBC, I I I � � I I r I I I . to construction. - � structure, and, unless spacfFicalIg noted � . I 6-10 I - � I All nails shall be box, M, 0 1 a in . � I I 1. . I I � - I . a lithe, or er an of kers, as spectried. Where exposed to weather, nails shall be I I I � I I . a Contractor is responsible for the method of . 2X I galvanized. I I I I � I � I . � I I 11 I I r . � � I I � 11 ",", ......... �� r I "I'll I a to protect the public, construction workers, and ,,,l 6-11 I I I ' I 2x solid block.ing,shall be provided ova, , 1jearina waft, shearwalls, or other sLipports, and at mid -span � I , . I 11 . - � I I . I I .... __ - the structure durinq construction. Such measuro r. all include forming, shoring, bracing, scaffolding, etc. - I � of I loor joists and roor framing u.nD. Whdra manufactured 014 joists are specified, blocking requirements I I I . � I -1 I � I I I .1 I � : I I I I I J-9 All witer proofing and flashing (roors, foundation arago floors, etcJ is the, responsibilitU I of the - I " , V. � I I � I 1- . I I I . listed herein are to � I I � I - be considered minimums and rnaU be ,Increased as, per m4nuractu,rorle r I , . . . .11 I � I � I . I � I � � I . � Y� Contractor or Owner. � , � LSqO recommendations. . I I � I i I � I � AY IV I " I ro-12, I � I I Od joints I double top plate or stud bearing Wall shall occur at theconter line of supporting Splices a � ,in .. I I I � I I � -1 I . . I I 11 I � � . I I I I � �(11 , , I 0 � ,� I � 1 04'OUNDATION 0-13 stud. I All studs to havedoUble top plates of the same dimension asthe fitudai Top plate. splices,ot stud walls I : I I � . . � I I I . - shall use a 4811 long LSTA3ro. strap with 2ro I -10d nails u.ni Adjac I ant walls And beams shall be strapped to ' . I I � - 11 I � I - I � , I � 11 I � I I I 1 771 The Contractor sh,all ba �responnible for the location of all underGround facilities or other buried, 5/sll 10 top plate with Simps on ST22, usho. � � i . I I I � � I I I � objocts which maU, be oncouniored but Which Are not shown on these, plans. Locations and depths Of . ro-14 � I - Fire block wood stud Walls at mid-h6lGht or more as requireO bU Good construc o tIon pr ctli 101 I . � I . I I I I ang existing utilitlos,that'matil or maU hot be shown on these plans ar,e,appro.ximate and m.ag pot be� I I I I . Iroll O.C. I I ,� , maximum, OZ. I I � � ! . I � � I I I I I i � . I I ; 1 I I I I � complete. I I I I . � � .2-2 Foundation desIcInts. based upon an assumed soil bearing ,capacitg or iAcio per. � I I I I I .1 I . 6-19 rp-16 . I � Carro,all upper level posts into lower levels and provide solid blocking under all. posts In, f [oore. The load shall be -th , r, , , - , transferredto , la foundation bU vertical Grain onIU Where posts With c6lumn-ca ps or I � I � I . I � - 2 3 Cuts and f life are to conform with UBC Appendix. 3312 and 3311 � r I 1/211 1 ,O � I I I I I r I 1� - _ � bearing flates Are specified, u.nD. . � , I � 1 I ,2-4 These calculations assume'st able, u ndt6turbod soils and level or stopped footings. AnU unusual soil . � I � I ro-11' eplic a I beams ova � I I I -0 . . I . r supports. I I � I � I � � � I I I � I conditions such as organic solls, claU pockets, or uncertifted Fitts shall be brought to the attention or � . � I I I I 6-18 I I , - � - I I � Where (3) or more trImmereo are specirled,,thoso,it � , , I rimmereare to be stacked In all wall framing And solid � I I I � I � I � the Engineer prior to construction. : I � blocked at the floor levef continuous down to the foundation. I I - � I I I 1 2-5 All excavations shall be inspected and approved bU the Building Official before concrete is poured, I � I � 'r I I ro-19 11 - I ' . All framInG,members, soecIrlad in these calcul � At � lonsare minimum, Larger members maq be substitg6d at the . - � 11 , I I I I I I � Footings shall extend ,to firm, ,undisturbed native soil 12 inches minimum below existing Grade, or as I � � . RFB05xlO I Contractor's option. I � . � � � I I ,directed bu the EnGineer, whichever Is lowest. En d I - , gine'dred fill mad be used.ar. existing Qrads provi ad I ro-26 All structural lUmb ' I I I I , or shall be'Douglas FirLarch or the following Qr4dee'unlGas otherwise notedo I I � � I I I . � I I I . - tests are, presented to the Engineer of a 90% relative compaction per ASTM 1551. I 201�`O.c. � I . � . I . . , . I I � � : 2x 4 4x Structural Light Framing ........ 02 Grade I I I I 1 I � 2-6, Fill material shallbs free From, debrisi veGetation., andother foreign substances., I I � I I .. r 11 - , , , - , I 2. ALL PANEL EDGEE,,.BAcKED'WITH 2 -INCH NOMINAL 012 WIDE P. FRAMING U.O.N. , I . I � I I 2x 4 4x Joists and Planks i i ...... i .... , IlGrade I I 1 I 2-1 Use 41' diameter parrorated pipe sub-draln with 1211 minj drain r . I - � , .1 � I , , 1- - I ock fUll-helGht behind all retaining Walls. � HEAD NOT PERMITTED. I I I I I 4x 4 6x Beams and Poots_.'i i i.. i ..... it Grade ' ' I I I I I I I r I � I � . I Slope pipe to drain to daUlfGht. I I I I r I 1. ANCHOR, BOL,T& SHALL HAVE A MINIMUM .11'X 2"X 3A(Pll THICK PLATE, WASHER. , ' � I I I.- _ I � PlUwood ..,,. i ...... e .................. AP P�itigd,Gheathina,'OradeCDX,UBCStd25-9 i - , A, ,- �, �. . 1 � � I I 2-8 The bottom of all rooting excavations shall be clean and leve 1. , 2-q All finished shall dode at a al � ops 2% awaU from all foundations feet 6-21 � I , I I I 11 -1.1 I I � � Sawn Floor joists. and roor rafters shall be alze,4 - I - I I � I - ' par 1491 UBC Tables 23rlV-J and 23 -IV -12 I I I I I : I I � I I qrado minimum of a'. rnlinimumor 10 � I . . I respectivelU Unless otherwise noted. . I � . � I . I � . - I I - . I I I . I . � . .. , SHEARVALL SCHEDULE "I'll . � 11 . � I I I � . 1. --- SHENZILIALL I , .11 A I A& - 1-11 . A I A A, -A A ALLOWABLE � LOAD/FOOT I 2013� . I I ' 304, 11 I . I I 392 . . 512.: I I ; , C008 1. 184 I 1. q4O . I I I I � I., 1 20 - I 11 . 3/8'! 3/8" I -1 3/811 I I 3/8" : I I 3/0"CD)( . � 31/0"CM � 3/18"CDX� WD �. I CPX CDX CEYX � CDX . � I , 2. SIDES ,- 1 2 SIDES 2 SIDES 11 . �. 4 EDGE NAILING ___ 1 � 8d 0 roll . I . ad 0 A" I I � I 1 3 Od 0 3" . Od 0 2"3 8d 0 4 n 3 0.3is 3 8d - � 10d 0 3 ii 3 1 4 FIELD NAILING . Od 0 12" : 8d. 0, 12" - Cd o 12" Od 0 1211 Od it 1211 Od 0 12" 10d 0 J21' L I FOUNDATION SILL � I I 5 r,)>< 2X . 2X � : 2X . . � I 3X � 3X . 3X I PLATE THICKNESS, . � 6 �.` ,5 All 'headers to be A4.12 at 2 X4 walls and, raxIO At 2xb walls, unless otherwise ,noted ,on plans, � 1. I . I I I I � � � 6-29 'Provide 1 3/411 minimum b'aiiWinq at end au ports and 3 1/20 minimum .bearing At Intermediate supports for � I I - .1 � I . . � CLIP, BL6CK6 L550 L650 LSqO L690 ,I L690 --- . � L690 L59O TO PLATE 02411 0 !01 0 20" , 0 14 . 0 121" 1 1 0 loll 0 8l, , - , . 5/8,10 , - 5/eill 0 5/sll 10 5/all 0 5/8,10 5/8,10 5/8110 11 I ANCHOR BOLTI 46" 04. I 34" O.C. Iroll O.C. 1�" 04., 212 01 04. 20" O.C. 18h oz. r 1 SPACING I -1/2" 0 I 1/2" 0 I 1/211 1 ,O � I le�l 0 1/2" 0 � - 1/2" 0 1/2" 0 , . I . 1 34" O.c. �2411, o4i 1111 o.c. .C. Is" O.C. 1411, o r-. Ill' O.C., I I RETROFIT ANCHOW4 IQFB85xlO I - QFBO5xI0 I. QFB*5xIO I RFB45xIO RFB05xlO BOLT SPACIN( 1 4 6" O.C. I IRFBP*r,xio , I 42,, o.c. lien3or,xio 1611 oz. I ,12111 oz. 26" o.c. I 201�`O.c. I 18" oz. - _ I I I I I I . . � � I NOTESt ' I � . . I 1. OVER DOUGLAS FIR STUDS P 10' O.C., HEM -FIR TOP PLATES ARE OKAY 2. ALL PANEL EDGEE,,.BAcKED'WITH 2 -INCH NOMINAL 012 WIDE P. FRAMING U.O.N. 3. ALL VERTICAL STUDS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE r 1, 11 � � - , ,_ , APPLIED OVER.3-INCH NOMINAL OR WIDER FRAMING WITH NAILS STAGGERED. . 4. NAILS, SHALL BE SINKERS, IF MACHINE NAILS ARE USED, NAILS WITH A PARTIAL � HEAD NOT PERMITTED. I I I ,ARE. 5. PRESSURE TREATED HEM FIR BILLS REQUIRED, I I I 11 I . I r, Al I � � I I ro. 5IMP56N MANUFACTURED CLIPS AT 24 O.C. FOR ENTIRE �BALANCE, OF,WALL LINE'. 11BLOCK" MAY BE TRUSS CHORD OR 12AFTER PER DETAIL. 11 I.. I r, . 1. ANCHOR, BOL,T& SHALL HAVE A MINIMUM .11'X 2"X 3A(Pll THICK PLATE, WASHER. , ' � . , I � I � 8. 065, WITH ALLOWABLE STRESS AND THICKNESS EQUIVALENT TO SPECIFIED I PLYWOOD MAY BE SUBSTITUTED FOR 3/8" CPX WHERE OCCURS. 0615 SHALL � I � I r I , I I I . BE RATED FOR EXTERIOR USE. � I I ,r , I . I . - 9. FORAMCHOR BOLTS REQ'D IN . RETROFIT SITUATIONS, BEE NOTE 6-3 ON SHEET 6-1. I I I I � I . horizontal, � 1 6-22 Provide double f loor,jolsts under pArtiltJoh walls runninegoarallel to foist span and under all lopattons I -I . � . .1 -1 I . . . I I . . � - . I � I - I I I I I I I I . I I . : I I � � I I I 1 I � I � � ! I . I I � I . I I 2-10 Foundations shall not be scaled,from plan or detail drawings. ,, I . I 2- , . I I � � I ,11 The Contractor shall be responsible for determining the exact location or all Anchor bolts, holdown I I I . I .. 1. where tube Mau be located. Adequatcl supportfor'All other.equ=nt' of furnishln& inchjdfnq,bpt not ' - I I I � - I I � limited too hot iiiAter heater, stove, refrigerator, oven fire place oaulds, wood burning Move, stc- . I � I I � . � � I I I . : � Anchors or straps, and embodments, prior to placement of concrete and/or Installation of structural � I 1. I - , I I I I I I I � I I - I I . shall be provided. bU Contractor or Owner. I � I . I . I I I . I � I I I 1� I � I 1 I framing mombsra� I I I � I � 11 � 2-12 Anchor bolts to be 1/211 dlameter,x Ill minimum embedment into concrete,spaced at 4,1�011 oz. I I I- I - I . 6-23 In no instance sh.4 . 11 astud wall be used to retain son,or replat ,lateral . pressure dl�a to snow loading. In � I I . � - I � - ii case of I anouf bulldiiimup against a I stud wall, , the owner shall . be responsible t � o elln,,nate snow td"Fstud wall , I � i I I ,� I I . I � I maximum unless otherwise noted on plane, sh,earwall, or braced Oil schadulesi details. 51s' diameter , . tO or $ I I .anchor .bolts shall be used in Seismic Zone,4. Bolts shall be located within 1211 or each end of 2x 6111 plate � I with a minimum of two anchor bolts par Bill plate. Anchor bolts shall, have 4211k21!x3/ir2" washer. I 1 1 � I r I 11 I - � � 11 � ,, contact. - I : � ' � rar24 All built up, laminated double or multiple 2X jplsts,.'bda,me and/or studs shall b�,,,�,,,,allod together with Ibd . : I I , I I I I I I . I � - � I � � � ,�, � I � , I I I I - 1-13 All holdown anchor boltso column base plates, etc. shall. be wired and tVed in place prior to placement of I I I I � � concro's, 1 nalls at'60,o.c. u.n.o I I 1 . I . I 6-25 When using YQnsion'! or tin -seasoned lumber, card shall be taken td allow for off,actsor shrinkage Which, I . � � , ,� � I � " I 2"14 The cot,crate contractor and framing contr,r,;tjr shall coord I tnate the plact-,iment of all holdown anch orsi I � � I I , .11 I I ' I could causer settlement of the roor and or floors And could lead.to failure 6F�;associatiqd framing I I I I I I . I � "I � 11 I I � . f I � I � column ',)ass plates, etc. prior to foundation inspection and placemen I t of con ,rPte. I , I � I ,members, The Contractor, shall take all measures necessarg to protect framing fromthe effects of � � � I : I I I I , L I I � I I I � : 2-15 Foujid,,' ,.Jons supporting wood shall extefid at. least 6 Inches .above the adjaceM. finished Grade. , shrinkag: Any a I � U so tam used, to alleviate the effects of ,shrinkage shall be review d bd the Enginsior sq. h � ,%ors�or fintahe d L , prior to, is EnGlneershall �not be responsible for damage to Framing memL a tw a . I I I I I r � I � 1. . I Individto.11 poncrote or masonrU piers shall project At least 8 Inches above axpo&:�d ground unless I I , the,effe I I I - ; I � � I I r - � cts or 6 hrinkago. I . I . I I I tha, columns or posts that thou support are of approved wood of natural realatanco! to docag or I I I wood to usedi . 0-26 PlUwood shea I thing shall conrorm to PS 1-46. Unless,noted otherwise, roor o.in6thing shall be CDX APA . . I I � � � .treated U11 I t � rated ,or 055 equivallent.Applo face grain perpondic6larto framingand stagger Oanelsj uno.. Edge ndil at I , : � � I I k L I , , � I � gable end trussed, drag trusses and draglines, freize, bldckine-All perimeter wall lines and.all supported � I I I - I � . I � I � � � I I I 110 � . I I . I 6 ZETETi I � ledgesi Thickness shall be per APA load tables based upon r6bf live loads and framing spacing. � Maximum unframed holes in be 3" in diamstisr. See for roof, rioori and ' i - . . � . 1 . . � . I ,�ioiNcl . � , *; sheathine shall plans shearuslall I I . . I I I .- . . I . ____ - I . I sheathing and narllng.� I I I � - � . i � I I I I I 1 4---� I %oncrr.te shall have a minimum of 5�sacko or cement / cubic gard, a maximum slump of 411 +/- T1 and -4 it. -1 6-21 Where a waii'le,16beled',ae;.,A,riiiearwall, such Wall shallbe continuoUsloshear panaled and nalled as I required 1 . I I I I � I I I 1 ' mll � Us curing tinless otherwise note -A, maximum I i1mum f1c=2,5OO psi after 28 da � I d.Aqqraqate size shall b� I I . or schadule from the rpor plUwood to foundation Gfll platei Where a floor or other element disrupts P . : � I I I I � � or 1-1/211 hi Foundations and 3/411.at all other'locatlons . I I ripecial detallin tho here a scial d 16 required. W p , ptaillhij! la not provided, . contfnUouspandIIn,1;l, ,. I � I I I � . � . � �7 �� -2 Curing ccmpound shallbe dprziUed on all exposed surfaces immodfatelg af I ter final troweling. hq I � ponnectilons rahi3Obe, roqud.stsd bo Cor . tractor� � I r , � � I I � I . � I I . -a All coment used shall conform to ASTM C-15O.And shall be Tops 11 or TUpe Ill low alkali. I 6 �.` ,5 All 'headers to be A4.12 at 2 X4 walls and, raxIO At 2xb walls, unless otherwise ,noted ,on plans, � 1. I . I . I . � I I I . � I ) I � m6 .A --t, Aq,,qngc%e sh8II conform to ASTM C"33 and .shall hot contain , terials which Are alkali reactive, As. 6W bU ASTM C-22-1,289, aii il� test da ta to � � 6-29 'Provide 1 3/411 minimum b'aiiWinq at end au ports and 3 1/20 minimum .bearing At Intermediate supports for � I I . I I I I , ,-r1,�,.,*dotormtnsd unavailable in regardsto,alkall reactive , ,rl . .1 I I I " ,infess otherwise noted on plans. flog -.r joists, cothing,joisti and rafters, i I I I I � I I I I I ': � . I . . . materials, Provide cement with a maximum Alkali content less � , - ' I than 0.45% bU weight. I .A� Concrete exposed to froazing or thawing shall be protected in accordance to the latest, edition of � . � ; I I � : I I I ro-30 Joists framinq from, opp . - � - I r partition shall',, I - at least 311. I , oalie sides of a beami Girder o 1. - betapped � � I I � � � , I I � � . . .- I I I ". , I the ACI code and ,UBC appendix, chapter 19, � I I I I I I I I I I I I I I I ; , L . , I � . _ -%_6 Water proofing of Foundations, retaining walls, and slab on grade 16 the responsibilltu or the Contractor I I I I 1� , . ' I � � � I I , � � I I I I I I I , or Owner. I , I . I . I GL UED - LA A f INA TE D /, HA Nur, A c TuR nm L umB ER: � I � I I 1 I I 3-7 Vibrato concrete around all bolts, rob Ir and surfaces. � - - I I - - . I . I I 1 . I , ! 3-6 Cbnstructloh joints sheill b6clean and wet prior to pouring concrete. . � � - , - � .A - 9 'Concrete shall have a water-com.ent ratio of OAS 11.),Ilb. or less, Adai'Lton or water at the 'Job site is � � I I � 1 � . * grades unless notedotheruilees , I Iml All Glue -lams shall be of t1ho following r . � , - , � I , I I I � I I � I not parmitted. unless special Inspection had been provided and test doscima, r, ire taken. fti hot weather . , clDrid1tions are anticipated at the job site, concrete materials (aqgrogatar ,, MiAing water, and cement) - : I I I Giu Larn Timber, ANSI/(NITC. A1901-19831 I . I I I I simple spend - .. i ... 24F -V4 OF/DF Combination , - I . � . I � I � i � I I . . I shall be cooled prior to mixing, and retarders or plasticizers matt be added to provId& workable concrete. I cantf,16VbrG ........ r'. 24F -VS DF/DF Combination � I I I I I -1 1: � . I I I � I I � � - i I 1 2 3f 4 . ' I BRACED WALL SCHEDULE.'.` . I I . I I . I I I 1! � , I I I � 1 21' Y BUM 0 LLBOA D ON STUDS SPACED 0 24" O.C. MAX11trIUM. � - I A, I I - I , DQYWA (',SCREWS 0 T' O.C. TO ALL STUDS, TOP AND BOTTOM PLATES, AND 2x_ I - BLOC ,. LL EPTICAL EDGES SHALL BREAK ON A STUD. BI-OCKING 16 RE601 ED F ALL HORIZONTAL EDGES. CAPACITY = 106 # / FIT. ' . � . - I I . � . � I I I - . I � ' , Q I TION h I I 1, I I I I � "THERMO-PLY" STRUCTUR�',�L GRADE SHEATHI NG WITH Iro GAUGE GALVANIZED ' STAPLES, Ill: CROWN X 11 -1/4", LEG. CROWN SHALL, BE IN LINE WITH FRAMIN G �i , I MEMBER AT 311 -0,C. EDGE, 12" FIELD. ALL WITH BLOCKING REQUIRED 0 ALL EDGES. I ,CAOACITY.200 fi/FT, � . I I . . I . 5 . , I I � 41 I I - I QET16N�211 . I . � . �. . . : I -, -., -,, I , , I I I . � � ,-If , zvs .CDX PLYWOOD ,ON STUD& SPACED 0 24" O.C.'MAXIMUM WITH 8d A I 0 (0116C. EDGE.'12"O.C. FTICAL EDGES SHALL BREAK ON, A ISTUD. I I � 1. I I BI_Oi�r_ � ING IS 11 REQUIRED FOR ALL.HOR � IZO I NTAI_ ,EDGES. CAPACITY = 260 VFT. . . I � - , I . I I � I I OPTIQN is � I � � I 1/8-1 �(3 COAT) STUCCO ON STUDS SPACED 0 24" O.C. MAXIMUM. MAIL OR STAPLE bU STUDS, TOPAND BOTTOM PLATES WITH NO. 11 GAGEJ 1/2" LONG, 1110' I . ITO HEXE) OR NO, 16 GAGE STAPLE, 03111 LEGS 01''O.C. MAX. TO ALL, STUDS, AND . I . 10 I - ' I : TOP AND BOTTOM PLATES. UNBLOCKED. CAPACITY = 180 */FT. I I I � � I - L ALTERNATE BRACED PANELs 3/8i'CDXPLywooD ON STUDS SPACED A 12411,0.c. 1 1 � MAXIMUM,WITH 6d 0. roll O.C. EDGE, 1211 O.C. , FIELD. ALL VERTICAL EDGES SHALL A � BREAK ON A STUD. BLOCKING ISREQUIRED FOR ALL HORIZONTAL EDGES. INBTALL'1/2" DIAMETER ANCHOR, �BOLTS WITH T' MIN. EMBEDMENT PPANEL . I ,. � ,QUARTER POINTS (2 BOLTS PER PANEL). INGTALL HOLDOWNS AS SHOWN � I I I 11 . - J ON PLANS. FOR PETROFITSITUATIONS, -1 5 1 EENOTE 4. 1 . I J . - --------. . . I . IF% I I I 9 %0 V M= W I I � L I I I I � . �� 11 L I L - � I I I � I I � 1 5"!.� a, reinforcing steel and subgrade shall be fogged or sprinkled ,with, cool water just before concrete . I ectriad I on p . tans. CVJ*.%-Iam5 ex I - I . I . . I 8d is ib," O.Q. � I I- I I I . I / , , I I I I � � I 1 1-2 GlUe-lamashalibesp,_ I posed toveather must be rated for 03xterfor use bij, NOTESt I I I - I I . , I . I I . I is placed. r. I I the manu I facturer. GlUed.la,minated tabric.ationr shall be performed.tri an approved . -fa I bricatorle shop In I - I I I I I I I � I 1. I � I I I : � -10concrato shall be air entrained 6 minimum of 5i and maximum of 1%, accordance with UBC,2304A.3. Beam inspection certificateashbil be submitted to the field inspector � � � I I I I 2X BLOCK, I . I I I I I I I � , I . I - I I . r I . � I I . � I I :�mll Shrinkage at 2B,daUr. shall not exceed O,OB5% for drU I , �.� � ., � 11 , I � "SHEAR WALL I � I � I .1 curing. I Prior to completion, or frame tnopectlon inaccordance ,with UBC 1164.6�!, 1 - . CONTINUOUS CLIP PER � I I . I I I 1 3-12 Minimum concrete tensile splittin I - . . I � I I * 1. FOR A. AND A ; NAIL SILL PLATE To WOOD FLOOR (WHERE OCCURS) WITH W1 VENT PER 11-1116 I I SCHE I . I I I I I I I I I g stronGth.shall be 31?0 Pat. : i-�� Ali manufactured wood products shall be Installed Pot manuf actuirer's recommendations. I I � I � I .1 I I � I I ��l I DULEI . ! I tmM All projecting corners of slabs, beams, columns, etc. shall be formed with a 314'l chamfer, unlade � I � .1 1 4 -16d PER 10�, ANCHOR GILLPLATr= TO FOUNDATION WITH 1/2" DIAMETER ANCHOR I I I � I I I - - I I . 1-4 Bolas Cascade,. Truss.joist. MacMillan or aclUlvalant shallprovide manufactured lumber. I I I I . 11 _ CODE I � � - I I I soocificallu noted otherwisai I I I . I I I 'BOLTS: EMBEDDIE Ill MIN. lia W-Ois O.C. MAX. SPACINGi USE. A MI 0 , E.N. ' I I i I 3-14 Calcium chloride admixtures or! chlorlde-baedd adm xtuees shall not be used. . Minimum design values shall be asrollowas I � � ED NI I MUM OF TW BOLTS � I- ,��_ RE OCCURS ' I � I I I � I I I FbfpsQ Fv(psl) Fetepal) FcII(ps0 E(psl) I WITH ISOLT LOCATED WITHIN 12" OF EACH END. INTERIOR FINISH WHE . I I I , � � � 'g l6n . PER PIECE I I I I I I Specific VL I � . I I I I I 11 . I � � I Microllaiii Lt 2600 285, ISO 2510 IAEO I I I q � � I I � I � I � , . I .1 . � , � I I I I . . I � I I I . . I I I I .. , , , , - - � � L . : I - . � I . I � I I � I CONCRETE SLAB CONSTRUCTION. � . . Tlmb ii L6L 2256 � 400 150 1950 � ISErb I I I � I NOTEs' ,. ' I � I I I � I . .11 .1 I I - . � I 11 I pare 290 150 2400 : ZOErb i 2. AT INTERIOR WALLS, FOQ A AND A sANr_HOR BOLTS MAY BE REPLACED EAVE FRAMING . PLYWOOD A E.N. = EE)GrE NAILING I . I L allam PSL 2900 1 �. i . I I EXTERIOR ------------ . I . I I .1-1 Gravat or sand. base shown Is to � L provide structural base for slab onlu. No � 1-5 Manufactured 0 � ha 1 be iinstalled pot the manuracturer's recommendato WITH 1/2" HILTI-v,WIK BOLT K152-31/2" EMBED. AND ONEB6LT .0 12" FROM EAi � �_ I I Ill joists (such As Truss Joists) a ... I na I I � � I 'r 11 I 4 FINISH PER PLAN I - provisions for . I I I I PIER "SHEAR WALL SCHEDULE" , L I � Groundwater, thrift building U I uch t Prevehttnq i/480. use a � I . ,END. SPACE 0 4811 0 t. INTERIOR F60TINGS,SHALL BE A MINIMUM .OF 121 WIDE i I I � I - ration .or dampness,or the slab are included. IF I so Will be 6 , hat slab must � usul,c] a deflection limit or I manurActured rim board (such as ttinbef, strand)_with all, "Im joists, . � I I I I I . I � I be drU at all times, damp-prooring with pea gravel basei v1squeen and 211 sand topping to recommended. Usea double tIM board at all 'locations Where ledgers are used (such as deck ledgers). AND 10" THICK (INCLUDING SLAB THICKNESS) UNLESS OTHERWISE NOTED ON I � � . I I � I I . 1. r I I . I � I � I I � I � I � . I I I I I 1. � 0 I a base I I 1 1_6 Micro -lams (laminated veneer lumber) shall bo:'S'pecifted on . . I , I . I . I . I I EXTERIOR, I ISH � , . I I 1 4-2 ,Slabs on grade shall be �Ii thick and. placed over 411 minimum of fee draining aegregat � I I , I I plan I a. I . PLANS. I I I I I I PER ELEV 110NI I -----, � I I � I I compacted to a minimum of' 95% relative compaction. � � I I I I L I � I , � I � I - - I I � I . � I.. 1 � , 1 4-3 crack control jointing is designed bu the Contractor, unless shown I on foundation plan, The maximum, � ROU � GlICARPENTRY: � I � � I . I I .. I L I . I � I � . i . I . I I I I I I � I . . i � � I spactnG of jotntr. rkhall not oxcasd�30'tn' ano direction, I I �� 3, FOP �> <4 1. INSTALL ANCHOR BOLTS AT ONE-FIFTH POINTE) (3 BOLTS PER PANEL) � . - L4,JL I I I � I � . � . . I . ,� I . I I I I I � I . I i . � I � � � 4-4 The vapor barrier .membrane shall be installed without anu holes or areas that areoncovered. All seats Simi The,dontractor shall ifistaltsurFictGnt structur,,' sheathinG or bracing,to provide adequateatablitto to � I - . � I I I . I . � I � I shall be overlapped and sealed contlhuou6lo with tape so that the seama are vapor tighti Where I I I 4. F61Z ANCIAOR BOLTS REG D IN RETROFIT SITUATION5,515E NOTE ro-3 ON 5HEET's-1, I I � I � I the structure durlin conetruction. I r , � I I I a I � I � I �� . objects Protrude through the VA or barrier, such as pipes, t � Q � 1� I I I I I I.. I 1113 I 11 I he, vapor barriershall be completelo 1 8-2 .Where plumbing, heating, or other ducts are placed ona Partition requIrInG the cUttin orthedoubld I -t - I 11 � 5. OPTION], � OR 3 MAYBE USED (CONTRACTr,�;n'S OPTION). � I I I I . � I I sealed around the object. All teare or punctured shall be co" lates, a Simpson LSTA24. strap shall be fastened tobach side, or the top plates. - r I I I I 5HEA � I � � mpletalU repaired before placomentor , � R �TRA�MC � . . I I - I 11 . - I I _ iii_ � _�t � � � I � 1 8-3 &a two trimmerb at each end or each beam And h ad' r over 61� 00 loh(g,.and one t0mmat at eap��,L,4pd I � I I I , s8nd-and concret& � � I 0 a I I � I I I I I I I � I I 1 20 � � I . I . I I � I � 4-15 Steel robar,or wire, mesh in slabs shall bq located in the conterior iho'slab'. . . tear. than or equal to 61iiiioll long unless otherwise noted on plansi I . : � I � � , � I L , I 'r . I I I � 11 ,0-4 balloon frame stud's to truss bottom chord or full height at exterior walls where eloping caflinge occur, I � I I r !� I I I I � I I � � `� � � I uAdo. . I I I 11 .. I � I I I L ,� . I I -LJe)ln Mr%l I *rr- ln=ln M - I t I I � I � $ 4 ( - I I A 1, I I I r � I � ;1� I I I � I I 01 I . . I I . I � � I I I , �_,L' I,: I I 11 I _ - � � I _. � I . r , I I I SCHEDULE AND GENERAL NOTE I I . � � � r .. � I 11 . I I I I I I I ` I I I � I I I _Ij�i*3_f r r,mi,i .6 .1 F'All --i r- 4-4k- o, I I r Ac--rm - r- I r- .-- -8 .J_, r . �i � I . I I 1_____� ,7-i-7 t1KI C,WS=F:T A-1 T%em. iikitn I � I I "R'.%�; . - I i to, � . - - 11 , ra a or Dare and smallor and I I I I ASTM A-615; Grade (50 for 05 bare and larger. Ail rebar to be deformed and all spliced shall hot be less I I . I I � %',--0* than 62 bar diameters of the larger bar. Horizarlialliaps, In adjace bre shallibe staggered 51 - oll I I . I minimum. I I I I . � � I - . I ) L 25-2 Relnrorcomd6nt cover shall be ad followsw � . I � I I I I Concrete cast against.and pormarientiq exposed to solli 311 1 . I I I i I Concrete with soil or weather ex,posures 15 bars and smallers, 1 1/21i 11 I I I r 1 I I I I I i I Oro bare and iarderi 211 1 : I I . I I I I ,jt I I i - 1 -1 -11 1. 11 I �. I I I I . I I I I I , , " 11� Concrete without soil or weather e*pqsurei.3/40 I � r. I I . . � - , , ;� I I e� �� 5 and larGer rebar shall hot be re-bent , � I � � I � I I I 6 , L '50041 r6lhforcthg stool''and anchor bolts sh�ll be accuratolq socured. in position before and during coincrdid I I IQ - plo'collmorit. I � � r - -0 11 bdlte,,L nuts, and lag 6brows shall. be provided with f WIL or mialle6bleWashers where bearing Against I . � I . I . : . I k� I-, . I # � I I - , , . - � t I I . 1� I 61ts, outs, And lacf:screwa shall conform to the provisions or A6Tt-1 A-3010 Grade A. I I I . I � I i 3� , I I I -36 for W -shapes, Himahapes, HP -shape% I � � r45-1 ti structural steel shall conr6rm to the provisions or ASTH A I � I I I - � I channelai Anoles, Structural Toes, and plate steel. Structural steel shall be AST,M A53, TUpa E or S, - I I I i I , I Gracis 11611 for pipe ond ASTM ABOO, Grade 11811 for tube steel. � I I I � � �, I - - to the Amerf an Iii 66clatu pectricationn. All welding of -all be dons IJU I I I : 4 0 1 ,4,8 All wsIdIn,,I shall conform , .c . I .6 � . . I . r I I I � I . I I � .i "ortlFlod Welders, I I . I I � I I . " 11 weldt.iq 410ciroclos shall be tjoX:X or4taided wires with FU�10 kati I I r I I . I � I . k' I , All rothl"bretna nfeal shall bd in-l-jan and rree of deleterious materials at � the tim.q rjo n-nnni.,04.,i, "i.q-6-6,it, 14 1 . 7 . _ik= � � (Am . , 4'. - � I � V Z4 (0 � � � � I I- - �,.� � � I , , 11 � � . (q �i 0) I � I -I - I I ,ir - � I I , � . , ' I I � I __. SHEATHING I DeG , fight � JM ,. I I .1 I I . I I �d ' 5 d) " I . I I - PER SCHEDULE I tZ 4io� 4 : / 4 J � I � H lr�_ -L !�,.i��'., - � --..,!. _ � .- � � Cher-kedi J .,�o � � � I I I I I r � I � ;1� I I I � I I 01 I . . I I . I � � I I I , �_,L' I,: I I 11 I _ - � � I _. � I . r , I I I SCHEDULE AND GENERAL NOTE I I . � � � r .. � I 11 . I I I I I I I ` I I I � I I I _Ij�i*3_f r r,mi,i .6 .1 F'All --i r- 4-4k- o, I I r Ac--rm - r- I r- .-- -8 .J_, r . �i � I . I I 1_____� ,7-i-7 t1KI C,WS=F:T A-1 T%em. iikitn I � I I "R'.%�; . - I i to, � . - - 11 , ra a or Dare and smallor and I I I I ASTM A-615; Grade (50 for 05 bare and larger. Ail rebar to be deformed and all spliced shall hot be less I I . I I � %',--0* than 62 bar diameters of the larger bar. Horizarlialliaps, In adjace bre shallibe staggered 51 - oll I I . I minimum. I I I I . � � I - . I ) L 25-2 Relnrorcomd6nt cover shall be ad followsw � . I � I I I I Concrete cast against.and pormarientiq exposed to solli 311 1 . I I I i I Concrete with soil or weather ex,posures 15 bars and smallers, 1 1/21i 11 I I I r 1 I I I I I i I Oro bare and iarderi 211 1 : I I . I I I I ,jt I I i - 1 -1 -11 1. 11 I �. I I I I . I I I I I , , " 11� Concrete without soil or weather e*pqsurei.3/40 I � r. I I . . � - , , ;� I I e� �� 5 and larGer rebar shall hot be re-bent , � I � � I � I I I 6 , L '50041 r6lhforcthg stool''and anchor bolts sh�ll be accuratolq socured. in position before and during coincrdid I I IQ - plo'collmorit. I � � r - -0 11 bdlte,,L nuts, and lag 6brows shall. be provided with f WIL or mialle6bleWashers where bearing Against I . � I . I . : . I k� I-, . I # � I I - , , . - � t I I . 1� I 61ts, outs, And lacf:screwa shall conform to the provisions or A6Tt-1 A-3010 Grade A. I I I . I � I i 3� , I I I -36 for W -shapes, Himahapes, HP -shape% I � � r45-1 ti structural steel shall conr6rm to the provisions or ASTH A I � I I I - � I channelai Anoles, Structural Toes, and plate steel. Structural steel shall be AST,M A53, TUpa E or S, - I I I i I , I Gracis 11611 for pipe ond ASTM ABOO, Grade 11811 for tube steel. � I I I � � �, I - - to the Amerf an Iii 66clatu pectricationn. All welding of -all be dons IJU I I I : 4 0 1 ,4,8 All wsIdIn,,I shall conform , .c . I .6 � . . I . r I I I � I . I I � .i "ortlFlod Welders, I I . I I � I I . " 11 weldt.iq 410ciroclos shall be tjoX:X or4taided wires with FU�10 kati I I r I I . I � I . k' I , All rothl"bretna nfeal shall bd in-l-jan and rree of deleterious materials at � the tim.q rjo n-nnni.,04.,i, "i.q-6-6,it, 14 1 . 7 . _ik= � � (Am . , 4'. - � I � V Z4 (0 � � � � I I- - �,.� � � I , , 11 � � . (q �i 0) I � I -I - I I ,ir - � I I , � . , ' I I � I __. SHEATHING I DeG , fight � JM ,. I I .1 I I . I I �d ' 5 d) " I . I I - PER SCHEDULE I tZ 4io� 4 : / 4 J � I � H lr�_ -L !�,.i��'., - � --..,!. _ � .- � � Cher-kedi J .,�o � � � I I I I I N17ek indusides, inc. 7777 GREENBACK tHN=_ 5U 109 GiRUS H EIGHiSCAF5610; LIS 0 WA l `! � K FAX (916),676 1909 TELEPHONE (916) 676190D F May 3l,.2002_ Longfellow L,.tmber 89 Loren Avenue t - Chico, CA 95928 t RE: Trusses supporting A.C. Toads MiTek Industries, Inc. truss designs are adequate to sup; ort up to an additional 150 pounds per truss due -to mechanical; loads. If this loidfalls at apanel point, j no revision to the engineering is necessary. Ifit falls in hetween;paneI points, a 2X scab of equal size and grade as the top cord is requhx-d for the fall panel length carrying the loan. Attached with ,10d nails; at 1T' o c. These rules only apply?ozesidertial. 2' o.c. truss applicati•.jus with greater than 3/12 pitch. For commercial ouilding span of truss shallbe lir t=. ped to 30'- 0" maximum. If you have any questions, please call me at -1-800-77.2-55.3 L 'Sincere _RpFESS1 ONG a 1 NO. - 049919 iXP -30-W f v Redong of Z Director Western Operations # RY/ek LONGFELLOW LumBER CO. INC. �L Quality. Truss Design o hoof & Floor Systems — (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 {j �'- 89 Loren Avenue Chico, CA 95928-7434 important information for users of Wood Trusses -ongfelloWs goal Is to supply superior quality irusses, Sensible truss designs, the best available lumber and exacting workmanship are the- key ingredients, of our quality control program. (Once irusses arrive at the Job site, quality control becomes the responsibility of the bullder.) For best results we.suggest: DO'S DUfV'TS ❑ Do: review 'your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details: (Exceptions will be clearly marked on engineered drawings.) ,❑ Do..raview the 1-1I13-91 summery Sheet's recommendations for ❑ Do Not cut or remove plates. handling, installing and, bracing of wood trusses. E3 Do ❑ t! Finslall roof sheathingASAP. Trusses hold their groupsplywood, rooting, i! � .profiles best when, tools ortolherlconsfru kion rnaterials,of trusses with +hey have been plumbed and braced with roof sheathing., Especially in hot weather, we recommend sheathingbe,apglydied over as much of ❑ Do Not make field repairs withoutfrom Longfellow written approval the building as ossible ' afore Inst allin oulri ers and able-end Lumber Co siding. + ❑ Do Noticed HVAC units, solar equipment,. fire sptinklers, etc, on ❑ Do inspect, truss3s for missing. plates or broken lumber. Report trusses unless truss engineering has been designed to defects to Longfellow 10,,mediately accomodate the specific poink loads. ❑ Do lumber fro secure mseco lih fascia board.. in recent years, the production of nd-growth timber has resulted In an Increased lendency for unrestrained tails to twist. We recommend a sub-fascia BEFORE INSTALLING, be. installed behind gutters. Wake certain truss SsqUP.nCf' and ❑ Do call .Coni lellW If you have ues'�ons or need additional Of G'rtaton a CtNT�Ca, d y q e t ii nal information. l o Pass-.. - F+Ssima-��•,. �y y AUER0726i At CAL HIP 1 1 R7157752 _� _ o tlonal ong a ow urp er o.,Inc., ico, a, - a Apr 2 2002 mi I OR nus ries, Inc,Frin 2002 -Page` �-0 60-2 a. 005 10.1.14 15-0.0 .:19.10.2' 24.1.1 44"5"1.0 1-1 - r i -1 I __ .. --,- --. - 30 0 0 psi 6 6.2 0-0.13 4 2.15 4.10.2 d --a.2- 4.2.15 O -s 1.11 6.8.2 1.4-0 Style ci ts4ii 5x12 ' 4X4!= 398 = 4x4 = 5x12 ' t33 16 4 - 17 18 5 19 20 6 21 7 , r�t 00 l n 2 g n q $111 x12 �i 23 1524 25 14 28 27 13 28 12 y 11 29 3010 31 32 .Sxi� 398 = 30 20 II ,5x12 M1120H = 3xg = 394 ; Cq -bfi•2 .... - 6.6•Z 1' 4 .102 "245-.14 30.0-0 41C•204.7 410.. 4.7i2 6.8.2 _. Plate ses 7 LOADING (f) SPACING 20.0 CBI DEFL. in (too Udell PLATES GRIP ! TCLL 16 Plates'Increase 1.26 TC 0.48 Vart (LL -0,23 1� 5999 NO 2201195 TCDL 10.0 Lumber Increase 1.25 SC 0.65 Ver(TL� •0,48 13 >775 MII20H 1651146 BCLL 7,0 Rep Stresslnc NO WS `0,76 HorffL) 0,14 - B No BCLL 0.0 Code UBC97)ANSl95 (Maidx) 1stLCLLMInlldoll=240 Wetghl•182Ib J f LUMBER BRACING { TOP CHORD 2 X 4 DF No. 1&Bir-O •EXcopP TOP CHORD Sheathed or 2-7-11 cc purlins, except 3.7 2 X 6 DF SS -G 2-0-0 cc purlins (3.2.2 max,)s3.7. i BOT CHORD 2 96 DF SS -G BOT CHORD RIgid calling directly applied or 10.0.0 oc bracing, WEBS ZX4 DF Std-GWEBS 1 ROW at midpk 1 4.1[ ., j ofl!2X6:DFSS, Right: 2X6DrS$ j REACTIONS Ob/size) 2-323710.3.0, 8=321410.3.8 t FORCES(lb) - First Load Case Only f TOP CHOW 1-2=41,2.3= 5490, 3-16=•4.476; 4.1uW476, 4.17-6810, 117,,18-60110, 5 18= 6810, 519= 8607, 6 19.20¢•6807,6-20=-6607,6.21=-4464,7.21=•4464,7.8=.5476,8.9-41 BOT CHORD 2-22"4552, 22.23=4552, 15.23-1652 15.24=8610, 24.25=6810, 1435-(1810,14.26-7413, 26.27ti7413,13.27P7413,13-28=7413;12.28-7413,11-12=7413,11 29-8607,29-30.6607, 10.30-6607,10.31=4639 31.32-4539,8.32-4539 WEBS 316=11154, 415- 2680, 4.14770, 614- 996, 613-194; 511.1000, li 11778, 8 10-2707 7-10=1847 NOTES 1 Thts miss has titan checked for, Unbalanced foading conditions, 2 Provide adequate drainage to prevent Walurponding. 3 Ail plates am MII20 plaids unias9 nlherwlse indicated, 4 This INss has bean designed for a 1D.0 pof bodom chord, ilve load nonconcurre�lt With any -flit" five loads per Table No. 16.8 n 20 d for UBlr97. t B Deal t sumer 4x2 Balgorlenla9ont) Mn. nc s task ndicated, fastened la truss TC w 6 Thps tnisa has t>een'desl nad with ANBUTPI 1.1985 crilgreen ip, 7 Girder carries hip slid with 8 0 O end salbacIt ' g ( p g 12.104 hails, +�r fl Special hangers) or=connecuon s) required to support concentratedioad(s) 416.91b down at, 6• •14, 138,21b downet B-0.12;188.t1b down at 10 0 1�; 190,41b down at 12.0.12, 190,61b (sown at 1,40.12,100.61b own at 15.1 i-0, 19Q.41b down at 17.11.4 188 1 l down at 18.11.4, 138.216 down et 21-11.4, 41B.9lb down al 24.4.2, and 234,01b down at 24.4-2, and 234.0lb down at 5.7.14 on top chord and 28.BIb down at 2.0.12, 30.81b down at 4.0.12, 610lb ' °' �� r, C; a�c,, yni down at 6.0.12, 63,01b down of 8-0-12, 63.01b down at 16.0.12, 63.oib down at 112-0-12163.01b down at 14.0.12, 63.01b down at 115,41-41,63,01b doom at 17.11.4, 83.016 down at 19.11.4, 63.01b down at 21.11-4, 63,016 dowrt al _ P $)1s lag , ex delegated to the building tlasigner. 4 27.11.4 on bottom chord. Design for unspecified connection(s) � 23-11-0, and 30,816 dol4n al 25.11.4, and 13,916 up at LOAD CASES) Standards �,� C J) Regular. Lumber Increase=1.25, Plato Ipereaea,IIS srr *r I unllatm Loads (ppIh . ' . "�+ , s Cry Vert: 1.3-•52.0, 3.7-100.2, M -52D, a-5 '7.0 Is SOI CA��fA ygOn WA�tNQi , 2Vertfy dtsign EAD NOTES ON'tW S AND REVERS8 SIDE BEFORE USE JUIy 26,2002' -lb9sIgnValid for Use oryWilhmrrokeonnactore, This dai4nIsbind onlObponpatamiletsshown, end is lot thlndNiddel -- `e- --` -- - - ----- bblldidg eomponont'd be lniielled end loaded vanically. Applicability of 4etign parameters and propel Incorporation of ' A i eom*a ni Is rot nppiblliry it Wilding diatgnor- nol fruit detlgnad 6reolhg shown Is tot litoral epppon Lot lndividuet web membono4j,Addlllorieitomporerytiradng10tnauiisiabinlydirinpoondrubiloplalhorupcnalbshyofthe wkiot. m Adilsontt pannenoni batcing of the overall straelura b d i teepbreuldly of the bullring dedgnat, For central guidance tegaiding labrlealioh, qually control, stodge doiherg. ateogon, end bra& ,i, 664i oil aame 0delily slindard, Dia - es erieing , pecilliviton, end 1118.911 Handling latlilledon end ork0ng Recommindsi6 Wallable Ilom Trbta i, l . pleie lnUltala, 503 b'onolrio brivoi Wilson, Wi eg7le MIZI3�C IIft�U5171CSj Inc,AI Id_. IH 611 _ wdW 1,� HN AN t l- a �AUEfi0726 Nss Al loss type CAk.HIP y 1 R7157752 1 � on a ow um r o.,. pZ oo -CV, , , „ ,,, (optional) 87734' s 2 Ali e n u es, n6,' u pr , ) LOAD CASES) Standard Concentra ad Loads (lb) j Pert: 3=•650.9 7=650,9 12=26,0 4>=-188,1 14=m26.0 11=26.0 6=188.1 16= 136.217=190.4 18=-190,519=190,5 20=•190,4 P-130.2 22=•20.8 23=•26,0 24-26,0 25=26,0 20-2610 27=26.0 28x•26,0 29=-26.0 30-26.0 31=-26,0 44t� • 11 A W"rrAmo - Verify design parameters and READ NOTES ON THIS AND REVERS£ SIDE BEFORE USE 'Design CAW fm 40e rhly „1th�MlTsk aonnochns, TWO bestpn as beeed only upag parameters shown, and Is for an indNldual - �building comporof i to be Installed and Ioadod vertically. Applicability of design parameters and proper: Incorporation of component Is reepo^.!i!Allly of building designer— not tress designer, Bracing shown is Ier latorsl support of Individual WOO memberi only, A401tional temponary bracing to Insure stability during gonsouctlon 4 the rosponsNilly of the erector. t. , Additional permanent bracing of the overall structure A the responsibility of the building designer, For general guidance regarding fabrication, quality control, slaragai dellvery, erection, and bracing, consult OST -08 Duality Slenderd, DSO. 69 Bra ing Specilleallem. and 01041 Herding Installation end placing Recommendation available Imm Trdee i'labinettlure,69' 'OnefrloDfive,Medl►an,Wlb871g MiTek'Indkii, Inc. a.._, izsa'+QN wd Jr:11—z00s V nf �t My 26 20b2 o 1 Qty I ply,' AUER0726 A2 CAL HIP 11 R7157753 (Optional) j Longfellow um r o., nc., ico, l - � 4 aui—Sii Apr 2 2 u uz M i Iek ln-us es, ao. ,. ju 0 15 3 71, age 7.7.10 .. 7.1 15 '12.54 .. 1 ..- 17.0-122 22-04 22&-0- _ ._30-0-0 +314 1 4 0 7-7-10 03.5 4.85 Mrs 485 0.3.5 7.7.10 Scale =1:57.0 '5x6 3x4c 3x0 = 45 3 4 14 155 6 8,00 rf2, Z*", n Z ... LIP 7 6h 1. 3X8 = 13- 12 11 10 9 0 30 = 3x4 c 1.5,0 li 3x4 0 3x4 ; 7.7.10' . 1244 17 0.12 224.6 30-0-0 7.7-10 49.10 5•1•8 0-io 7.7.10 aPf m 6ffsels v. LOADING (p SPACING 2.0.0 CSI TC DEFL in (loo)' Ill 0,10 PLATES GRIP ?CLL 18,0 TCDL 10,0 BCLL 0.0 Plates Increase 1.25 Lumber Increase 1.25 Rap Stress Incr, NO 0.54 BC 0.54' WS 0.68 Verl(LL7 11-12 >999 VBrl L -0.20 11.12 >999 Hore(TL) 0.08 7 MII20 220!195 BCDL 7.0 Cade UBC97/AN5195 (Metrix) n/a 1st LC LL MIn lldeO - 240 Wolghl• 144b LUMBER BRACING TOP CHORD 2 X 4 OF No..1-G TOP CHORO.,Shealhed or 3.9-8 ad purlins, except BOT CHORD 2 X 4 OF No.1.0 2.0.0 oc pudins (4.0.0 max.): 35. . WEBS 2 X 4 DF Sld•G BOT C40RD Rigid calling directly applied or 10.0.0 old bracing, REACTIONS(Ibis@e) 2=147810.3-8,9=147810•?ll FORCES (Ib) -First Load Case Only L-1772, 5.16=-2254, TOP CHORD 1-2=38. 2.3z-2250, 4145.22,54,14.16x4254, 5.6=-1772, 6.7++4250, 7.848 BOT CHORD 2-13=1790,12 13=2254; 11-12=2254, 10.11=2254, 9.10=2254, 7.9-1790 WEBS 3.13=633,4 -13m -700,,4-12=53.,5.12=0,6.11-53.5-9-700,d-9-033 NOTES 1) This truss has been checked for unbalanced loading condillons, 2) Provide drainage toprevent adequate water ponding. 3) This truss has been dosigned for a 10.0 ps( bottom chord live load noneoncurrent with any other live leads per Table No.r16•B 4 ,UBC -97, 5 A plate rating reducti6n of 20% has beeno ppplied for the green lumbar members. with 6 iltis lNss has boeti dasigncd ANSVrP11•1995 cdteda } Giber canles tie-in spans of 3 0-0 from front girder and 6.0.0 from back glide 7 Des t n assumes 4x2 (flat orlr.ntation putting at oo spacing indicated fastens to truss TC w/ 2-10d nails. 8 Special hangers) ar co6netldon(s) mquked to support concentrated }oad((s)147,31b down at 22.2.10, and 147,31b down at� top.chord. best for unspecified Is delegated i 7-95 on n cannadlon s to he buildlnn deal n.0 9 pal O leg s g +^"o LOAD CASES) Standard 1 RR trar. Lumber Increase= 25, Plate Increase=1,26 ►°� )t1lA'4mLoatls(plf) 1 gyp., sem' Vert 1-3-52.0 14-15 104.0 64 -lsib 2-7-14.0 UoncanWted loads (lb) Vert: 3-147,3 6-14 7 3 pFEssiO Tmp,izotdal Leads (pl Vett 3s-65,0.14=-104.0,15=•104.0.16.8-65.0 ' u � Ci AN[�� fi � � O C17180 CNN 918OF,CA�\FQ - My 26 20b2 o Truss ss ypu 5_4 A3 FINK , Y R_7157�7 � ti urCo InQ,. ja34 es, Mr. u28AUER0728 p lionelsone fi5 3'!'�fiZOQ2' yam- •f 1 i-94 I 15.0.0 -211 t 90A-0 1 7.2.1 46 II 72x2 Scale =1:79.0 _ a , 8.00 1.5x4 3 5 2 6 7r` 4x4 - 10 9 B 04 0 40 c 4x6 ,0.2•,e i -. 10.0.8 a%4.c 30.0.0 . 10.2.10.:. 9.8.12 -10.2.10 LOADING (psQ TCLL 16.0 SPACING 2-0-0 Rates Cleo a 1.25 CSI TC O'n DEFL in (Ibc) Vdep PLATES _ GRIP Vert((LL •0.10 8.10 1999 M1120 220/195 + ` TCDL 10.0 BCLL 0,0 BCDL 7,0 Lumberin... '1.25 Rep Stress lncr NO BC 0,67 WS 0,18 Vert(TL; 0.23 8.10 >998 Horz(TI 1 0,03 6 , n!n Code UBC97/ANSI95 1st LC LL Min I/def -"240 Welaht:161:lb LUMBER OP CHORD 2 X 4 DFNo.1&BU-G BOT CHORD 2 X 6 OF SS -G BRACING TOP CHORD Sheathed or 4-6-100 pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 or bracing WEDS 2 X 4 OF Std -G 'Except* i 4-10 2 X 4 DF No.1-G, 4.8 2 X 4 OF No,1•G RFJ1CTI0NS (Oslze), 2-0240/0-M,6-11249/0-3-8 FORCES (Ib) - First Load Case Onl TOP CHORD 1.2-20,2.3=•1014L--1444,4.5-1444,,-,--,,,4,,-7.20, BOT CHORD 2.10=1330, 9.10=906, 8.9-908, 641=1338 WEBS 9-10=-315, 4.10=680„4.8-680, 5-8-316'' 2N))O�Estruss has been checked for unbalanced loading conditions, ) This truss pas been designed fora 10.0 par bottom chord live load nonconcurtant W(th any other live loads portable No. 16•B 3) UBC-97., plate erating reduction of 20°% has been applied for the green lumber members: 4 This truss hes been designed with ANSUTPI 1-1995 crlteda. LOAD CASE(S) .Standard 1) Regular: Lumber lncroa3a=1.25, plate Increase -1,25 �+p > Uniform Loads (plf) Verb 2-10-14.0 8.10=•54.0, s -8-1a.0, 1-4=-52.0, 4-7-52.0 ire 6m► qhs' 'ZGtANp��N�� QRpFESS10(�� ' ""'� • ' NO, C171 �0• �A�OFCALIC'O��P Z /LI',d-•I WON o cuss --"77- Truss Ype Y Y --=• gUER0728 A4 MONO CAL HIP i �� 87157755 j on a ow Lumber Co.,Inc,,co, a, o Donal' 9 s pr a ,n us nos; po n u : age 7-3.01 77.10 7-110 15 14y9-15 1 22.4-1 30•e-0 1-0- a 7 7 10 0-35 6.11.0 7.8.3 i 7.7.16 l Scale =1:54.7 46 30 3x4 = 30 4X6, -- 13 x6 ^13 4 5 6 14 7 8.00 ri 2 4x4 = 12 11 10 9 8 3X4 = 3x4 3x4 c 3x6 2.5x4 11, i 7.710 i 14.9.15 i 724-1 - 7-7-10 .7.2.4 7.6.3 7.7.16 LOADING(sqq SPACING 2-0-0 CSi DEFL' 14 (loo) it dat PLATES GRIPS TCLL �6,0 Plates Increase 1.25 TC 0,67 Vorip 1) •0.09 '9.11 >999 M1120 220/195 TCDL 10,0 Lumber Increase 1.25 ' BO0,49 Vert Q -0,19 9-11 >999' BCLL 0.0 Rep Stress Incr NO We 9.42Ho z(TL) 0.05 8 We BCDL, 7.0 Code UBC97/ANSI95 (Meld rt) 1stLGLLMinlldofl-240 Weight-, 147 lb LUMBER' - BRACING TOP CHORD 2 X 4 OF No 1 G TOP CHORD Sheathed or 4.2.9 oo purlins, except end vanleals, and 2.0.0 oc BOT CHORD 2 X X 4 DF Std G, 4.11 G X 4 DF Sid•G ppurlins (4.0.9 max.):3-7,,applied WEBS 2 X 4 OF No 1 G'f5xcept y _ BOT CHORD I gid coilingg dlrec8y sopped or 1x0 0 be bracing, 6.9 2 X 4 DF Std.G WEBS 1 Rov/ at mldpt 7.8,4-12 REACTIONS pb/sizo) 8-138810.3.8, 2-1297/0-3.8 jj FORCES(ib i- First Load Case OnN T OP CHOR� 78-13283�1929r 3 131513, 4 13--1613, d•5- 2016; 6 8=•2018, 8 14e-1591, 7.1d=•1691, 2 BOTCHOkb 18911gES1Jm6B 924-75 WBS3-12=485j4-12=416,4-111-1189, 7.9=1829 i NOTES 1) This buss has been chocked toe unbalanced loading conditions, 2) Provide adequate drainage to prevcnl water ponding, 3 This truss has been designed fora 10.0 pstbottom chord live load lionconcurrent with any other liv , UBC -97: e loads per Table No, is -6 4 A plate ratnii raducOnn of 2090 has been applied for the Orden lumber membets_> 6 This truss has been deslOnerf yr th ANoVTPI 1.1995 criteria, 6 Girder carries fio-Irl spans of 2-0.0 from front girder and 4.0.0 from back girder j 7 Design assumes 4x2 (Qat orientation) purlins at oe sparing indicated fastened to truss Tow/ 2.10d nails. i1 8 Special hangars) or connodlon(s) requlred to supportconeahtmted load(-) 78,OIb dmvnet 7-9-7 on top ehard. Dobign f- t Unspecified connectlon(s) Is delegated to the building designer, r� LOAD CASES) Standard °e 1) Regular., Lumber Increasz=1 .25, Plate Increase -i1,25 Uniform Loads (pif) Verb 1.3x.•52.0 13.14.48.0, 2.8=-14.0 Ar, Concentrated Loads (Ibj Vert: 3=•78.0 �s " j �� •j�ii(lj0 i'� TraFwzoldalLoads (p10 I - 8.0, i4=•1W.o•to-7=•78.11 SQ van: 3�6z.a o•i3-•7 rNOh C1718D p(R 6.3D A5 FC WARAVC + W eVy deifgn parorneibr.F ltnd 860 NOT& ON THIS AND REVERSk SIDE B&ORE USE JUIY 26,2002 oalpnYuidtorineontpwutiMRakeonnaetore.tnudo3lQnlebeesdoniy+ro�nparamotero+hovm,sedlabrsnindividuaf - bulldlno componanllo bd tnilatlad 0d to dad venieapy, Applleabllhy of deelp ; p a pinNara and piopir inaorporidon oi' 6040 Ile rApondbinty of building deilpna3-not Wii dedpnR. 9rsdog shown It for lateral eppport of lndlviddal wab mambare any. AddfUontl iomporary' tiradnp to Iniur• iUbhly duunp eonilruauon is the reeponiNimy of iho er8etor, �A u Additional taptrdldp iaboutloanlr 'q uaadlitnyo control, onlrot, avta1 u11ll1 ea,lmdeotuv'ryta, aiinesonlloapon�tbbityit0-ni iho bulldlno deoipnar. Fal panoral putdenoo � wnaUll daTe6 quality Standard, D98• sp Orbilnp 3peelneatirnG nd 1110 -pi Hendtlnp inslailetlon and orieing g800mmihdellon avdieble 3romTruap Plua Indlture, ON D'04birld brl* Watson, WI6 11i Ivilr@k IndUStrieS, Inc, Z/Bf 't�` 'IZBZ,aN Wit 1]`Z00Z '6Z' 1h,f N 2 o Ala - 108r 15 14 19 1312 11 10 " 3Xa.c 3X4 = 3X4 06 a 5x6 294 If 4X6 I 6.7 .10 '.10.2-10: _ ._ _ 16-1-9 20-0.7 24.11.6 30-0.0 4 7-00 4.7 0 -4-10•,14 4.10.14 4.10.14 64.10 ae coal LOADING LOADING (ppsfl SPACING 2-0.0 CSI DEFL in ;(loo) Udall PLATES GRIP H TCLL 16,0 Plates Increase 1.25 TO 11.00 Vert LL) 0,17 14 >999 M1120 220/185 , Code UBC97/ANSI95 (matrix) 1st L Min Vdell = 240 996 BCLL 0.0 Rep Stress Incr NO WS 0,84 HorzgtL 0.10 10 r)e BCDL 7.0 ( ) C � Weight 152 lb TCDL 10.0 Lumber Increase 1,25 BC 0.66 Vert •0,30 14-15 > LUMBERBRACING TOP CHORD 2 X 4 DF No.1•G TOP CHORD Sheathed or 3.6.6 oc pudins, except and verticals, and 2-0.0 00 BOT CHORD 12 X4 DF No.t-G pb -line (3.0-16 max.): 3.9. ' WEBS 2 X 4 OF Std -G 'Except' BOT CHORD W% cellinyg directly applied; or 10-0-0 oc bt icing. 5.152X:4 OFNo.1-G, 6.142X4DFNo.1-G WEBS' 1Rowalmidpt 9,10 B-122 X 4 DF No.1-G, 9-112 X 4 DF No,1-G REACTIONS(IbsIze) 10-1906/0.3.8,2-1g12/0.3.8 FORCES 0b) • First Load Case Only TOP CHORD 1-2-38.2-3m.1,049,3-4--2444,4-5=.3511 =3432, 8.9=4161,9.10--1830 BOT CHORD 2.16x2484,16-16-3511, 16.18-3511, 14.15=3889, 1,)-19=3432,13-19=3432,12-13=3432, ii 12=2161,10-11.60 WEBS 3-16=1023, 4 16=-1375, 4.15-406, 5-15-•475, 6.14'-213, 6-14.574, 6.126 832; 8 12=1596, 8-11m;-1476,9-11-2640 NOTES I ) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding, 3 This truss has boon designed fora 10.0 psf bottom chord live load,gonconeurrenl Wllhany other Iive Toads porTable No. 16.8 4 A plate rating reduction of 20% has been applied for the green lumber members, 6)))) This truss has been designed with ANSVr 1.1895 cdtoda. too - 6 Girder copies hip end With 6.0.0 end setback 7 Des?7n assumes 4x2 (flat orientation) pudins al oc spacing Indicated, fastened to truss TC wi 2.10d nails. 8 Spedal hanger(s)orconnecllon(s) requiredio support concentrated load(s) 234,OIb dowq al 5 9 G on top chord. Design for, unspecified connection(s) Is delegated to the building designer. LOAD CASE(S) Standarc) ROFE551pr� 1) RegQular. Umberincrease=1.25, Plate Increase=1.25 Uniform Loads (pif)�a►V!}��!YG` Vert 1.34520 3.9--100,2, 2-10-27.0 Concentrated Loads (ibf + O Vert 34234.0 1 0101718 6- WARNING os A fy deli n g / nronldterx and REAd, NOTES ON THIS ANO REVERSE SIDE BEFORE USE MY, 26,2002 - Ydr1 Design yafld for use only with .MITak wnneclors. This design b basad only upon parameters shown, and Is for an lgdlvidual building component to be installed and loaded venlcally; Applicabilityof design parameters and proper ktoorparetion or componanl It responsiblill of bnllding,deelgnor- not truss designer. Bracing shown is ler lateral support cl Individual Web memberaonly, Additional temporary bracing to insure stability during construction Is the responsibility of the orector. Additional permanent bracing of the ovarnll structure lr tho responsibility of the building designer, For gonstal guldenca � i regarding fabrication, quality control, elarege, delivery, arectlon, and bracing, consult OBT•ea Duality Slandard, DSRs OF Bracing f eolficarion, and 11113-111 Handling n.tsllollon and Bracing necommendeoa available from Trues plate instittute soy pOnNrlo Drive, Madfacmi WI 60719 MiTe-k industries, Inc..' 11/61 "a--RONN z�-zoos sa,rnf Y. .- Truss Type - - 7 p y .. MONO CAL HIP 1 10 ff "" flonaf on a ow um r o., [no.,co ,;Oa. U59 _ 2U-7434 " L'16 s pr i e .n u as,Inc, Ju126' 3i3TS2 - age . 5.7 -10 •1-0-04 - 6. 0.15 10.2.10 16.1.9 F_- 0 3 _20-0.7 "! -, 24.1"6 f I 30.OA ,- - ~� 5.7-10 5 4.3.11 ":4.10.14". 4.10.14 ' 4.10-1A. �" 0-0,106 Rcale a 1.54.2, 04 30 _ 3x4 = 3X4 = 3X4 04 = 5x6 8.00 h'y 3 4 ,...; .... „,.....� 5 '17:6 7 8 9 , N 2 o Ala - 108r 15 14 19 1312 11 10 " 3Xa.c 3X4 = 3X4 06 a 5x6 294 If 4X6 I 6.7 .10 '.10.2-10: _ ._ _ 16-1-9 20-0.7 24.11.6 30-0.0 4 7-00 4.7 0 -4-10•,14 4.10.14 4.10.14 64.10 ae coal LOADING LOADING (ppsfl SPACING 2-0.0 CSI DEFL in ;(loo) Udall PLATES GRIP H TCLL 16,0 Plates Increase 1.25 TO 11.00 Vert LL) 0,17 14 >999 M1120 220/185 , Code UBC97/ANSI95 (matrix) 1st L Min Vdell = 240 996 BCLL 0.0 Rep Stress Incr NO WS 0,84 HorzgtL 0.10 10 r)e BCDL 7.0 ( ) C � Weight 152 lb TCDL 10.0 Lumber Increase 1,25 BC 0.66 Vert •0,30 14-15 > LUMBERBRACING TOP CHORD 2 X 4 DF No.1•G TOP CHORD Sheathed or 3.6.6 oc pudins, except and verticals, and 2-0.0 00 BOT CHORD 12 X4 DF No.t-G pb -line (3.0-16 max.): 3.9. ' WEBS 2 X 4 OF Std -G 'Except' BOT CHORD W% cellinyg directly applied; or 10-0-0 oc bt icing. 5.152X:4 OFNo.1-G, 6.142X4DFNo.1-G WEBS' 1Rowalmidpt 9,10 B-122 X 4 DF No.1-G, 9-112 X 4 DF No,1-G REACTIONS(IbsIze) 10-1906/0.3.8,2-1g12/0.3.8 FORCES 0b) • First Load Case Only TOP CHORD 1-2-38.2-3m.1,049,3-4--2444,4-5=.3511 =3432, 8.9=4161,9.10--1830 BOT CHORD 2.16x2484,16-16-3511, 16.18-3511, 14.15=3889, 1,)-19=3432,13-19=3432,12-13=3432, ii 12=2161,10-11.60 WEBS 3-16=1023, 4 16=-1375, 4.15-406, 5-15-•475, 6.14'-213, 6-14.574, 6.126 832; 8 12=1596, 8-11m;-1476,9-11-2640 NOTES I ) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding, 3 This truss has boon designed fora 10.0 psf bottom chord live load,gonconeurrenl Wllhany other Iive Toads porTable No. 16.8 4 A plate rating reduction of 20% has been applied for the green lumber members, 6)))) This truss has been designed with ANSVr 1.1895 cdtoda. too - 6 Girder copies hip end With 6.0.0 end setback 7 Des?7n assumes 4x2 (flat orientation) pudins al oc spacing Indicated, fastened to truss TC wi 2.10d nails. 8 Spedal hanger(s)orconnecllon(s) requiredio support concentrated load(s) 234,OIb dowq al 5 9 G on top chord. Design for, unspecified connection(s) Is delegated to the building designer. LOAD CASE(S) Standarc) ROFE551pr� 1) RegQular. Umberincrease=1.25, Plate Increase=1.25 Uniform Loads (pif)�a►V!}��!YG` Vert 1.34520 3.9--100,2, 2-10-27.0 Concentrated Loads (ibf + O Vert 34234.0 1 0101718 6- WARNING os A fy deli n g / nronldterx and REAd, NOTES ON THIS ANO REVERSE SIDE BEFORE USE MY, 26,2002 - Ydr1 Design yafld for use only with .MITak wnneclors. This design b basad only upon parameters shown, and Is for an lgdlvidual building component to be installed and loaded venlcally; Applicabilityof design parameters and proper ktoorparetion or componanl It responsiblill of bnllding,deelgnor- not truss designer. Bracing shown is ler lateral support cl Individual Web memberaonly, Additional temporary bracing to insure stability during construction Is the responsibility of the orector. Additional permanent bracing of the ovarnll structure lr tho responsibility of the building designer, For gonstal guldenca � i regarding fabrication, quality control, elarege, delivery, arectlon, and bracing, consult OBT•ea Duality Slandard, DSRs OF Bracing f eolficarion, and 11113-111 Handling n.tsllollon and Bracing necommendeoa available from Trues plate instittute soy pOnNrlo Drive, Madfacmi WI 60719 MiTe-k industries, Inc..' 11/61 "a--RONN z�-zoos sa,rnf toss LZUERO'726Bi NabypeY CAL HIP 1 Y 1 •.�,�..� R7i67757 (oPlfonaU .1.4-0 2*' 7.10__ G 015 0.0.4 14-2.12• 18 1 1 1 -0 2d-0.0 125.4-0, 1-0-0 5-7.10 O 3 t0.5 4.5-8 3.10.5 0-0S 6.7.10 1 4 0 Scale =1:45.2 :4x6 3x4 - 3X8 6 Q 4X 3 4 14 5 6 l 8.00 3 2. 7 r c , 3x8 1315 42 16 11 10 179 3x8 = . 3x4 = 3x4 1.50 II 394 = 3X4 = 6.7-00 I 9.9-M1 i .14.2.12 I .10.4.6I 24.0-0 li 5 7-70 4-1.10 d•6 a 4.1.10 6.7.10 I j, TI•aTe-01`1 els MY): _ II111 LOADING{pps0 SPACING 2.0.0 CSI DEFL In Occ) Vdetl PLATES GRfP TCLL 15,0 Plates Increase 1.25 TO 0.28 Ved(LL) 0.08 1112 1999 M1120 220/195 TCOL 10,0 Lumber Increase 1,25 BC 0,60 tt(TL) •0.18 11.12 1999 BCLL 0,0 Rep Stress Ina NO WB 0.44 Herz�TL 0.07 7 Iva SCOL 7.0 Code USC97/AN$195 (MaGbc), tat LC LL Min Udell - 240 Weight: 114Its LUMBER BRACING I,! TOP CHORD 2 X 4 DF No.1-G TOP CHORD Sheathed or4wb-4 oc purlins, except BOT CHORD 2 X4 DF No.1•G 24-0'60purllns (3.11.4 rri 3.6. WEBS 2 X 4 DF Std•G BOT CHORD Rigld;cellf gdlreMl opalied or 10;" oc Bracing, REACTIONS (lblske) 2-1547/0.3.8, 7-1647/0;34) FORCESOb) First Load Case Only f TOP CHORD 1-2-38,2-3-2386, 34=-1903, 4-14=-2481, 5.14=-2487, M-1903.6-7-2386.7-8-38 BOT CHORD 2.13=1929,13-15-2487, 12-16-2487,12.16=2487, 11.16=2487, 10.11=2487, 10.17°2487, 9-117=2487,74=11929 �) WEBS 343=678,4-13-78T, 4.12%107, 612-1, 5 11=107, 5 9- 7 NOTES 1) This truss has been eked for unbalanced loading conditions. 2 Provide adequate drainage to revent Water po ding, 4 UBC -97. p a1 e9r811ng seduction of 20%has bean appplied for the gtoon fumhor members, with any other live loads per No, i6•B- 5 This miss has been desl Wed Willi AN5UTP1,119g5 arilerin. w* " l„ 3 This truss has been designed or a 10.0 psf bo orn chord live load nonconcurrenl �m 7 0081 n assumes 4x2 (Bnd at d� tion) purlins at oc spacing Indicated f2stened to e: p tNse TC wl2.10d Waits. '' 8 Spec al hanger(s) or conneellon(s) required to support concentrated f d((s) 234,01b down al 18.2.10, and 234.0lb do% t a �r nrr 5 9 8 on lop chord, Design for Unspecified cortnedion(o) Is delegated to the building designer, + , LOAD CASE 1) R ular (8)_Standardw� : eegg Lumber Increase -1.25, Plato Increnae=1,25 n Un ovum Loads (pIp Vests 1.3=•520, 3.8--100,2, 8.8.52 0, 2.7-•27,0 W ConcentratedLoads (Ib) Vert: 3-•234.0 6-•234.0 . );. QRpFFSS1011Gq� NO. C17180 IXP '7�L tr A)F OFC mANING • Verify design prtralo-O t and htAD NOTES 0NTPi1S AND AEVGkk S1 D13 ekl Okr' USE' �Ury 26;2002 iII Coilgh VsBd lot uic boy mth Ml14k connooiora, Thio dscion is bead on y Upon pelemoisrs shown, and Is torso lndNslual 1.1 ouiidinp oamponsnl to ba 1niGllad and Iwdsd Jetdalq,p'ppliwi+hlty of dedgn parsinaloh end p,opoF nearpoi.Non of component is lispornlblifty of building daigpst-not buss dislohst. erobino shown is for Worst suppod of Indivldusl VVI Vv V. tVV'V -11 p.V7r e ` w an a ow um ar o„ na, Iw-T.a-g59167 _ $ pr 20021G1f a Industries,Inc, u age ' -1-4-0 7-7-10 '7-10 15 72-0-0 16-1.1 1 B 24-0-0 25»1-0 t 1.40 7.7-10 D_5 4.1-i 4-1.1 0•3•s 7-7-10 Ila - 'Scale —.; 1:47.4 4x6 �f. 3x4 _ 4x6, N 3 4 5 8,00 0'2', _ 2 6 7 4x9 _ 10 s 6 4x4 = 30 3X4 3x4 s 7.7-10 1 16-4•6 t 24-0•0 - 1. .7.7.10 B-8-12 7-7-10 ' LOADING (psh SPACING 2.0.0 C81 DEFL in floc) Vdoll PLATES GRIP I TCLL 1(3,0 Plates Increase 1,25 TC 0,53 Vort LL .0,08 8.10 >999 MII20 2201195 I TCDL 10.0 Lumber Increase 1.25 Sc 0,44 Vert •0,15 8•10 >999 BCLL 0.0 Rep Stress Iner NO ' WB 0.17 He,",:(TL 0.03, 6 n/a i BCDL 7.0 Code UBC971ANS,195 (Matrix) 1st LC , Min Udall = 240 Weight; 105 lb LUMBER BRACING TOP CHORD 2 X4DF No.1-G TOP CHORD Sheathed or5.0.5 oc pudins, acopt BOT CHORD 2 X 4 O No.1•G 2.0.0 oc ppurlins (5-7.14 max,); 3.5. WEBS 2 X4 DF Sid -G BOT CHORD Rigid caping directly applied or 10.0-0oc bracing, REACTIONS (Ib/si2c) 2-99210.3.8, 6492103•B ; FORCES 6b) • First Load Case Onl}y�. TOP CHORD 1.2-38, 2-3a-1374, '3 -ice -1064, 4.5=-1054, $6=-1374, 6-7?38 SOT CHORD 2.10-1061, 9-10-1133, 8-9-1133, 6-8u1061 WEBS'" 3.10=230, 4.10-.120, 4.6=-120, 5.8=230 NOTES I This truss has been checked for unbalanced loading conditions. 2 Provide adequate drainage to prevent water ponding. 3� This truss has been designed for a 10.0 psf bottom chord live load nonconeurrent wilh anyother live toads per Table No, 16-B 4 A UBC-971 � e9 ating reduction of 20% has been Wiled for the green lumber members, 5 This truss has been designed with ANSVTP1 IA995 criteria. 6 Girder carries tie-in spans of 2-0-0 from front girder and 4.0.0 from back girder t Design assumes 4x2 (flat orientation) purlinset oc spacing Indicated fastened to truss TC w/ 2-10d nails ' 8 Special heria.6h ) or connection(s) required to support concentrated load(-) 78 Oib down at 1132-10, and 78.OIb deco(( a to i e building designer, 7-9.6 on top chord;' Design for unspecad connection(s) is delegated LOAD CASE(S) Standard 4>a� 1) Reggular Lumber increase -1.25, Plate Increase -11.25 �n Untlorm Loads (of)1 1 C Vert: 1.3=52 0 5-7A-62,0, 2.6=-14,0 Concentrated Loads (Ib{ Y Vert: 3--78.0 S=•78.0. Trapezoidal Loads (pm s"'' ` �pE55ip Ven; 3-52,0, io-4 -78.0, 4 78.0•to-5=-52.0. °�I� � N6 C1718D EXP, ". 05 `qoF CA��Fo� A WARNING • 'Verify daltgn pararrterers and READ NOTES ON THIS AND REVERSE 31r, ,;" 1rCru USE JUIy 26,2002 Design vand for use only Wit?, 1,16tconnoctors, This design is based only upon parameters altownrand b for an lndlvb'-e building component to be: installed and loaded vertically. Applicability of design panmolors whi proper Incomomilo. - component is responsibility of building designer- not truss designer, Bracing shown Is lot lateral support of indiyt Web members only, Additional temporary bracing to Insure stability during construction is the responsibility of that w Additional permanent bradng of the overall structure Is responsibility of the building designer, For general gulwaa: � regarding Iebrleellop, pualj'y control, storage, delivery,'etection, and bracing, consult OST -88 Quality 8londordt:OL' 11 Bracing.Spoclllcolton, and Hle•81 Handling Installation and Bracing Hacommendatlon available from Trues - 'Plata Ineltlule, 883 O'0nofrlo Drive, Madison, Wf 53710 Mitek Indushlesr Inc. za�ia a —izaa o� �,a wd� � zooa�F; sa' iRr Job fuss ,,..-. ril"s"-'Type �,+r-----, y •« Y _ ...• R.715775E AUER0726 62 CAL HIP 1 1 (optional) toss toss Type y Ay • _ R7157709 IAonRa FINK 7 1 l lect.l. ou Ow m rGo., us nes, nc., n Ju2007-Page I-- 12-0-0 _'. 17-9•9 24-0-0.25-4-41 111-0. 0.2.7' .6.9.9 46 tt' 5.9.9 6.2.7 1-4.0 '. Scale =1'60,0 4 8.00 pr 1:5X4 1.5x4 // 3 5 r 1 2; 6 7' t . 30 = 10 9 8' 3x4 , 3X4 = 30 = 3x4 6-1-10 15.10.8 i:---•_•^...� 24.0-0 8.1.10 7.8-12 8.1-10 I LOADING (ppsn TOLL 18. TCDL SPACING 2.0.0 Plates Increase 1.25 Lumber Increase 1.25 CSI TC 0.33 BC 0157 bEFI in Vert((LL} -0,1D Uert(TL) (lot) Vdep Mid >999 8.10 499 _ PLATES GRIP MII20 220H95 M 10.0 SCLL 0,0 Rep Stress Ina YES WB 0,09 -0.19 Hors(TL) 0.02 6 We f BCDL 7.0 Coda UBC97/ANSI95 lett MinVdofix$40 Weight: 112lb LUMBER BRACING TOP CHORD 2 X4 DF No 1-G TOP CHORD Shoolhed or0.0-0 oc pudins. BOT CHORD) 2 X 4 DF No 1-G BOT CHORD Rigid coping directly applied or 100.0 oc bracing. WEBS 2 X 4 DF Std-G -Except' 4.10 2 X,4 OF No.1•G, 4.8 2 X 4 OF No.1•t3, REACTIONS Qb/alze) 2=859/0.3.8, 6=859/0.3.0 FORD ES(lb) - First Load Case Onty TOP CHORD 1.2=19, 2.3=•1004, 3-4= 866, 4-5=-868SJO.4004, 8.7.19 BOTCHORD 2.10=826 9.10=563, 8-9-563.6-8-826 WEBS u,0_24� 4105384; 48.364, 6.6•-242 . s NOTES 9 This Was has been checked for unbalanced loading conditions, 2; This Iruss has been designed fora 10.0 psf bottom chord live load gI oncancurtont Whh any other live loads per Table No.16•B USC-97. p e green lumber members 3 A late ialtng reduction on of 20 /o as boon a ed for t pp been_desi Whh ANSVTPP1-1995 - i 4 This truss has ned criteria, I LOAD CASF(S) Standard fn QRO�esstiok4( p0� s� 'gym = cti ' ' SEX &4 CNI� PCA��W } u 002 )VA7tN1NG . ViFo de3'igtt) aromdterl and READ NOT65 DN7HIS AND r71,t'FR$k StD1r litrt7R1 tjSE JUIY 26,2 1 boelpn vand (at use only With w rik connedote. This daslbn Is basad only upon paramiiers shown, end is for en lndivkdo) ' bufrding componentlo be in►talled and baded vaeddly. Appllcabllily at deslbn p smalets and propor Inearporailon of component G iaepontlbllsy of bulldind deslpnir—riot hies designot. briting shown li for literal iupporl of Indiviauel . Web members 6*, Addldohii lemporafy btie'.nb to being neblilty durlod iohslrudllon )s the responsibility at the erector.- Addhionil pehnanont braelhd of the Overall.itrucibri Is the tatponslbllity of the bulldGb deslgnor• For Central puldence iegardindfatricelton,auatilyeonital,Mambo, dello'ry,erecilan,endbieOna,lopsullUST-10Widtyalondetd,Dsa. 4i - UK sg Orating spoblflostlon, end 1110•91 Hepollno IneLi611on and Flale Inililnie, 803 D Dnalrld bilvd, Idadlrinn, WI Wilt Ontlnq Recommendulon ovallable irdm YrVik N1Tek lndustnt3s; enc. /U 'd—ROVQNidWz iLzoo� �. NorthStar: ENGINEERING Civil EngInaers Planners • Surveyors BUTTECOUNTY Y BUILDING DEPARTMENT STRUCTURAL CALCULATIONSAPPROVED„ PROJECT: Shop LOCATION: Orchard Way, Chico pFE$g QA OWNER: Ralph and Wendy Auer JOB NUMBER: 8061 DATE: November 1, 2002 COIDES California Building Code, 2001 Edition CODE ENFORCEMENT: .Butte County Building Department i� LOADS: Seismic Zone: 3' Wind Speed; 75 :mph Exposure: B (Method 2 used,, umo.)' Soil Bearing- 1500 psf (per CBC TABLE 18-I-A) ,g; l _ k NOTES: Are Special Inspections required for Engineering Elements Designed by NorthStar Engineering? No NorthStar Engineering is not responsible for these calculations unless this sheet is stamped by a registered professional engineer and wet signed with ICED or BLUE ink: GENERAL: Any structural or non-structural ;items that are not spccificallyaddressed ii the following calculations and or details are desigied by' others and are no the responsihilityof NorthStar Engineering. rI �q:`t, Page 1 of (p a BY: JMR NORTHSTAR ENGINEERING it 11/11/02 �20 DECLARATION DRIVE JOB NO' 8061 CHICO, CA 95973 PG. 2' OF (530) 3934600 PARTIAL LATERAL DESIGN FOR SHOP BASED ON! THE 200.1 CALIFORNIA BUILDING CODE. GRAVITY LOADS: ROOF: COMPOSITION SHINGLES 3.5 PSF 1/2" OSB OR PLYWOOD i's PSF FRAMING 3.0 PSF R-210 INSULATION 2.6 PSF; 518" GYPSUM WALLBOARD 3.2 MISCELLANEOUS 0.8 PSF DEAD LOAD 14.0 PSF LIVE LOAD 16.0 PSF TOTAL LOAD 30.0 PSF LATERAL LOADS' SEISMIC' 2&!j5!W—= 0.200 W FOR LIGHT FRAMED 4.5 SH . EMWALLs WHERE'R - 4.5 FOR WOOD STRUCTURAL PANELS It SOIL PROFILE = Sd FOR STIFF 801L PROFILE Ca -".36 PERUBCTABLE116-0 p = 1.6 'E='p * VW : 0,300 W .(PER UBC EQ. 30-1) NET SEISMIC FORCE L- 0.106 W/1.4 = 0.214 W WIND.- EXPOSURE 6 rAETHOD2 WIND SPEED, = 75 MPH Cq 1.1 DESIGN cis 14.5 PSF PRESSURE Co 0 -15' = 0,62, C4'*'qs*Co = 0:0117 KSF'- 15', W= 0,67! = 0.0126 KSF 20'456 - 0.72 = 0.0136 XSF 25'- 30'.-- 0.16 = 0,0143 KSF 30'- 40'= 0.84 0.0158 KSF General lgotov6 1, The engineer fs, re-jp6risible for the stvctural Itma as noted In the following clitrulation.5. Should any changes be Made to the design as detailed in these calcUlations volthoUi Written approval. from the engineer then the engineer assumes no responsibility for the entire structure or portions %hereof. 2. All Water pod t rosf. gw)is h regoonsibillty ofthe contracoor oWndcrd r 3. Thete calcu" 0 based .3 ons are ase on ocompleted completed shouid on unfinished structure be subjecttlo r loads then the'dnginder shollibb contacted for an Interim design of If nota will assume no responsibility. 4. Bulldlrg sites are, assumed to be drained and free of cl4y or expansive toll. Any other conditions must be brought to the attention 61 th6:ehgIhder. 6, fhe�b caichlat'lon's assume stable, undisturbed lolls, and level stepoed footings. Any other conditions encountered mutt be brought to the attention of the engineer. 6. All footings shall bek on U'disturbed toll With -a- lbo-tft depth below frost line '(00-r local recIUlfervidnis). d By. _I n F,NorthStor' SHEAR SCHEDULE AATIQ, It DRIVE ALOFINIA95973 DATE; I''Z CHIC0,20DEC �h JOB'NO; 530.893.1600 A PAGE OF AEngkmsPlarut fsu[l" FAX530.893.2113 0 ALLOWABLE LOAD/FOOT r 304 392 512 608 184 940 NOTES: SHEAR SCHEDULE SHEAR WALL �h 0 A A A A 0 ALLOWABLE LOAD/FOOT 208 304 392 512 608 184 940 1 2, B 3/8" 3/8" 3/8" 3/8" 3/8"CDX 3/8"CDX' 3/8"CDX PLYWOOD ' CDX CDX CDC I:DX 2 6IDE5 2 Saw -S 2 SIDES EDGE NAILING 2 6 d 0 " 8d 0 4" 8d a 3q3 8d M 2" 3 Sd p 4i0 3 Bd A 3" 3 IOd it 3" 3 FIELD NAILING 8d a 12" 8d A 12" ed a 12" "8d 0 12" Od 0 12" 8d a 12" IOd'a 12" FOUNDATION SILLS 2X 2X 2X 2X 3X 3X 3X PLATE THICKNE55, CLIP, BLOCK'S L550 L650 L590 L990 L590 L690 L690 TO PLATE a 24' o 16" 02011 014" a 12" 0101'- 0811 5/8" ANCHOR BOLT l 48" 6.6. o.c. 16" 04. I?" 64. 200,64. ld' o.c. 18" 04. SPACING 1/2" 0. 1/1" 0 1/1" 0 1�j V 0 1/2" 0 1/2110 1/2" 34� a.c. ?.4" c').C. ll" a c._ e' O.C. 18" o4. 14" o c. II" o c. RETROFIT ANCHOR 4 RM505x1O RFB#-rxlO RFB#5xl0 RFMXIo RFBC5x10 RMOBX16 RFBA5x10 BOLT SPACING 4W -ad. c. 42" ac, W! o.c. , 12" O.C. 26",o C.. , 20". o.C, _ 18" o.C. NOTES: DESIGN VALUES FOR ANCHOR BOLTS AND SILL NAILS 0 $HEAR WALL 14 ALLOWABLE LOAD/FOOT 208 304 392' 512 608 184 940 SW NAIL I fbd 41' 16d 4" 16d0 3" 505 1/4x b: 06 SOS 1/4x 6 �4 SDS I/4x 6 A4 SDS 1/x 6 (a3 SILL -CONN. CAP. 342 342 456 5"14 861' 861 1149 5/8" '(p 5/80 0 5/80 ip 3 Sia" v3 V8" ip 5/8" m' S/8" 0 2 .ANCHOR BOLT 48" 34" 160 12" 26" 200 IS" SPACING 1/2" (A 1/2110 1/2110 3 I%20 3 1/2" (P 1/2" 0 1/2" 0 34" 24" II" 8" IS" 14" ' 11" SILL THICKNESS 2X 2x 2X 2X 3X' 3k 3x 1/2" it ANCHOR S 1015 BOLT CAPACITY 206 304 413 569 , 620 "19 I _ 5/8" m ANCHOR2'16 304 413 551 638 829 1,0371 BOLT CAPACITY" NOTES: CAPACITY OF 16d SINKER - .861. 1, NAIL5 PER NER-2-12 - 33 = 114 # /NAIL SIMPSON SDS 1/4 x 6" WOOD 5CIRREWS, REO ICBG 015PORT NOi ER -5268 CAPACITY OI+ 6105 V4 x b" WOOD SCREW) = 2160,33 281 #./ SCREW 2. DESIGN CAPACITY OF 'BOLTS PER TABLE 8,2E OF THE '9l NDS, CAPACITY OF 1/2" 0 ANCHOR BOLT IN 2X 91LL = 133 510 '158 � / BOLT CAPACITY OF 1/2" � ANCHOR BOLT IN 3X BILL = 1,33 � '100* x 931 # / BOLT CAPACITY OF 8" 0 ANCHOR BOLT IN 2X SILL - 1.33 � 1330 = 1103 /BOLT 5/ CAPACITY OF 5/8" ANCHCQ BOLT IN "': SILL = 1,33 1040 = 1383 /BOLT (MOTE, F612 PERFORATED F�HvA. P- WALL OE�SIGN, ANCHOR BOLT CAPACITY . _ MAY BE CONTROL -LED BY COK; CRM'S!10�-' ,IGTHJ I 3, REDUCE ANCHOR BOLT CAPACITY IN NOTE 2 LY 00% FOR 2X BILL FOLATE WHEN ALLOWABLE OHEAR PIER FOOT iS S THAI ; ' 50 PLI= < 6O0 PLL=. I f4nwrs�� .nvrsv rnu� :- ... . .. . , v .. , ING _ DTE PO Y B AC . HOR M AR .. _ TbP C PA ACING 0 R R Fi SO ONI CH RD E POR Y B ACING ! T a y } ®0' TOhhCHORDI�. c a 'i:90TT0[YICHORD, AIAGONALBRACE MINIMUM, LAMAL[iRACE SPACWG(UDelr " St AN PITCH u SPACI�IG(Lejl , ;` H !' ..SPRW . U to 32' 4112 ..15' 0 2 15 Over321•48'. 4112 15`.. 1 10 7 Over48'-60' 4/12 1 15' 6 4 Over60' See a'registered profe9alonal en Ineer- MONO TRUSS,''TOP'CHORD TEMPORARY BRACING TOPCHQRDA . c a "TOPCHOhm DIAGiONALDbi10E MINIMUM LATEFiAI:B CINd�DB� r 'GOA N 'DPiF! �'-SpACiNo{L�, s] INtruasePFJHF _� !' 60" Up to 32'30" . 8' 16 10 Over32'-48' 42!! 6' 5 4 Over 48! • 60' " - 48" 6` 4 2 Over6o' I See a registered professional en Ineer MONO TRUSS,''TOP'CHORD TEMPORARY BRACING , ; " 70PCH0(iD y_ TOP CHORD DIMIONAL13"ds` '+ MINIMUM . < RALBRACE SPACINQ(DBej PITCH SQdIVApffir SPACING}LD, , . (8tniasea] , ;- 60" _1.114" 'UP122 3112 8' 17 12 Over24'-42! 3112 r 106 Over 42!-54' 1:3112 6' 6:. 4 Over54' 1 See aregisteredprofeSSlonal engineer `ftolo: 9otlbm chord.6 Web memlmY tolhebrary brecing also raqu6d -,rotor to':krdmo 4. 12" iL4"_ y_ 24" ! 3S" 314" lt� 60" _1.114" : 5' :- 77. 1.1/2" 6' 04'1 108" 2! 9"