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069-310-036
I 069-310-036 01-1 STAUFFER, DAVID �NAU:fl 5394 HIGH ROCKS CT OROVILL ICQ—C CONT: BETTER BUILDERS NEW SF W/ COV & OP DECK B07-0426 069-310-036 MISCELLANEOUSP3'v� ng/Stucco VINYL SIDING 5394 HIGH ROCKS C2 4 7 WILLIAMS, DONALD FAMILY REVOC BUTTE COUNTY AREA DEPARTMENT OF DEVELOPMENT SERVICES 2 INSPECTION CARD MUST BE ON JOB SITE 24 Hour Inspection Line: (530) 538-7636 (Oroville) (530) 891-2834 (Chico) Office: (530) 538-7541 Fax: (530) 538-2140 Website: www.buttecounty.net/dds Permit No: B07-0426 Issued: 03/06/2007 Address: 5394 HIGH ROCKS CT Area: OROVILLE Owner: WILLIAMS, DONALD FAAPN: 069-310-036 Applicant: SELIG CONSTRUCTIONMap Page: Permit Type: Siding/Stucco Description: VINYL SIDING Flood Zone: None SRA Area: Yes SETBACKS Front Setback: Side Setback: Rear Setback: Other Setback: Minimum Setback From Centerline of Street: ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING Inspection Type IVR INSP DATE Setbacks 132 Foundations / Footings 111 Pier/Column Footings 122 Grade Beams 114 Eufer Ground 216 Forms/Steel/Holdowns 122 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test House 404 Gas Test Yard 404 Masonry Grout 120 Masonry Bond Beam 119 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Gas Piping 403 Do Not Install Floor Sheathing or Slab Until Above Signed Holdowns/Straps 122 Shearwall/B.W.P.-Interior 135 Shearwall/B.W.P.-Exterior 135 Roof Nail/Drag Trusses 129 Do Not Install Siding/Stucco or Roofing Until Above Signed Rough Framing 128 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 Gas Piping 403 Shower Pan/Tub Test 408 Fire Sprinkler Test 702 Fire Sprinkler Final 702 Building Fina 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Pool Final 802 Mobile Home Final 802 Finals Inspection Type I IVR I INSP DATE Do Not Insulate Until Above Signed Wall Insulation 117 Ceiling Insulation 1 118 Do Not Cover Until Above Signed T -Bar Ceiling / RC 145 Stucco Lath 142 Stucco Scratch 143 Stucco Brown 144 Swimming Pools Setbacks 132 Pool Plumbing Test 504 Gas Test 404 Pre-Gunute 506 Pool ElecBonding/Light Nitch 502 Pool Fencing/Alarms/Barriers 503 Pre -Plaster 507 Manufactured Homes Setbacks 132 Blocking/Underpining 612 Tiedown/Foundation System 611 Site Utilities/Trench Insp. 137 Gas Test Yard 404 Manometer Test 605 Continuity Test 602 Skirting/Steps/Landings 610 Coach Info Manufactures Name: Date of Manufacture: Model Name/Number: Serial Numbers: Length x Width: Insignia: Public Works Fina 538-7681 Fire Department/CDF 538-7111 Env. Health Final 538-7281 Sewer District Final "PROJECT FINAL 1 801 1 JZ IT. 1 -3 u, D7 -rrolecr rmai is a q-eruucace or occupancy for (xesiaennai Vniy) PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR ,�JIJV EAR RENEWAL 30 DAYS PRIOR TO EXPIRATION a / ( �7 `' Inspectpr Copy "r �, (2-1. o-7 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 5394 HIGH ROCKS CT Owner: Permit No: B07-0426 APN: 069-310-036 WILLIAMS, DONALD FAMILY Issued Date: 03/06/2007 By GLB Permit type: MISCELLANEOUS 5394 HIGH ROCKS CT Subtype: Siding/Stucco OROVILLE, CA 95966 Expiration Date: 03/05/2008 Description: VINYL SIDING Occupancy: Zoning: RTl Contractor Applicant: Square Footage: SELIG CONSTRUCTION CORPORATION SELIG CONSTRUCTION COP Building Garage RemdUAddn 337 HUSS DRIVE 337 HUSS DRIVE CHICO, CA 95928 CHICO, CA 95928 (800)886-5897 (800)886-5897 Other Porch/Patio Total FEE INFORMATION DBMSC Stucco/Siding-Stone/Bric $110.00 Total Charged: $110.00 Fees Paid: $110.00 Balance Due: $0.00 Receipt No: B2054 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License SELIG CONSTRUCTION CORP, 711042 / B C 47 / 08/31/2007 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a 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 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 pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) Js in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the X 1 C basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil of not more than five hundred dollars 03/06/2007 penalty [$500]; Please check one of the following: Contractor's Signature Date E]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 Contractor's License WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: Law does not apply to an owner of the property, who builds or improves thereon, and who does HAVE AND WILL MAINTAIN the work himself or herself or through his or her own employees, provided that such improvements ❑I A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are notintended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ©❑ Section 3700 Labor I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: of the Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: VIRGINIA SURETY Cpolicy Number: 005-00026261 Exp. Date:01/06/2007 Contractor's License Law.). (This section nee not be competed if the permit is oror ondreddodollars ($100) or est s.) ❑ 1 AM EXEMPT under Section B. 8 P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers'X 03/06/2007 compensation provisio s of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisions. X03/06/2007 1 hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused arising out of, or in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby acknowledge thatt is issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner or am authorized to act on n the property owner's behalf. CONSTRUCTION LENDING AGENCY I,1(9 03/06/2007 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name Of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner 1:1 Contractor OR. Agent for Owner Agent for Contractor FILE COPY Lender's Address City State Zip BUTTE.COUNTY o�vYrF0. DEPARTMENT OF DEVELOPMENT SERVICES 0 , 0 BUILDING PERMIT APPLICATION 0 0 OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 o �—_ab'- j o A FEE AL BE REQUIRED AT TIME OF APPLICA TION C y Website: www.buttecounty.net/dds �UN **PLEASE PRINT CLEARLY** OWNER INFORMATION Last Name , +� I Firs Name bL Mailing Address Li P, oek City 0 ),o V ' � Stat Zp;� S pJ6 6 Phone 1ro 23 Fax E-mail APPLICANT INFORMATION CONTRACTOR Name Address 33 i P Di - City I _ t Lo Stated f 1jpC3S baa Phox Fax E-mail ruc,# 7 E-mail Class 6 e APPLICANT INFORMATION ARCHITECT/ENGINEER . Name City/1 1 p� Stater Address Phon �PA� ax City No State Zip Phone Fax E-mail State license Number APPLICANT INFORMATION Name t Address � City/1 1 p� Stater Zip � p Phon �PA� ax E-mail APPLIC T S4GNATURE X PERMIT NO. 561-11 b2r,., BIN # PR0JECT1 ,LOCATION APILo O 3 Property Address 5- 3 L�) Lf J2 o e-A city o h o'vi1l/ . e , W0RKER'S COMPENSATION Policy Number 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 DESCRIPTION OR SCOPE OF WORK. Zoning . �L S� c SRA I Yes No Sq FT- Living Garage Open Cov ❑ . Structure Built without Permits [3 Proposed Change of OccupanA (Note previous use): For office use only: Zoning Flood Zone SRA I Yes No Occ. Type Const. $5q - 9 9 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 eu?TF o �� aye o Phone (530)538-7541 Fax (530)538-2140 website www.buttecounty.net ° AFFIDAVIT REQUESTING DUPLICATE OF PLANS ° -° (California Health and Safety Code Section 1985 1) The official copy of the building plans may not be duplicated without written permission from the certified, licensed, or registered professional, if any, who signed the plans and the building owner - I hereby request duplicate copies of the building plans on file with the Butte County Department of Development Services, Building Division for: Assessor's Parcel Number: Permit Number(s): vt l L Located at: � 3 \ �(addre�ssofb dmg) I am aware of the ollowing three provisi ns of e California Health and Safety Code as follows: 1. That the copy o e plans shall ohly/be used f e maintenance, operation, and use of the building. 2. That the drawings a instruments of p ice and are incomplete without the interpretation of the certified, licensed or regi ered professional of reco . 3 . That subdivision (a) of ection 5536.25 f t e Busine rc who signs and stamps plans, s cification repo s, or ument subsequent changes to or uses of ose plans, spec' at10. reports, changes or uses, including changes uses e local g approved in writing by the licensed ar itect who originally silted documents, provided that the written aut rization or approval was and the architectural service rendered by th architect who signed' or document_ s was not also a proximate cause the damage. Current Building Owner: Design Professional of Record: Signature of person requesting copies: Printed or typed name of person requesting copies: Date: 3— % — 4 6 Contact Phone Number: . Address: Reason for requesting duplicated set of plans: 0 - For.Buildi ❑ Owner Permission -Date sent: ❑ Professional Permission -Date sent: Receipt Number: ;ions Code states that a licensed architect not be responsible for. damage caused by documents, where the subsequent inerital agencies, are not authorized or S. specifications, reports, or ne sonabl . withheld by the architect tame a plans, specifications, reports, " - N On I I Wmd 1 :U 1 Date received: Date received: November 00 I California Health and Safety Code 19851. (a) The official copy of the plans maintained by the building department of the city or county provided for under Section 19850 shall be open for inspection only on the premises of the building department as a public record. The copy may not be duplicated in whole or in part except (1) with the written permission, which permission shall not be unreasonably Withheld as specified in subdivision (f), of the certified, licensed or registered professional or his or her successor, if any, who signed the original documents and the written permission of the original or current owner of the building, or, if the building is part of a common interest development, with the written permission of the board of directors or governing body of the association established to manage the common interest development, or (2) by order of a proper court or upon the request of any state agency. (b) Any building department of a city. or county, which is requested to duplicate the official copy of the plans maintained by the building department, shall request written permission to do so from the certified, licensed, or registered professional, or his or her successor, if any, who signed the original documents and from (1) the original or current owner of the building or (2), if the building is part of a common interest development, from the board of directors or other governing body of the association established to manage the common interest development. (c) The building department shall also furnish the form of an affidavit to be completed and signed by the person requesting to duplicate the official copy of the plans, which contains provisions stating all of the following: (1) That the copy of the plans shall only be used for the maintenance, operation, and use of the building. (2) That drawings are instruments of professional service and are incomplete without the interpretation of the certified, licensed, or registered professional of record. (3) That subdivision (a) of Section 5536.25 of the Business and Professions Code states that a licensed architect who signs plans, specifications, reports, or documents shall not be responsible for damage caused by subsequent changes to, or use of, those plans, specifications, reports, or documents where the subsequent changes or uses, including changes or uses made by state or local governmental agencies, are not authorized or approved by the licensed architect who originally signed the plans, specifications, reports, or documents, provided that the architectural service rendered by the architect who signed the plans, specifications, reports, or documents was not also a proximate cause of the damage. (d) The request by the building department to a licensed, registered, or certified professional may be made by the building department sending a registered letter to the licensed, registered, or certified professional requesting his or her permission to duplicate the official copy of the plans and sending with the registered letter, a copy of the affidavit furnished by the building department which has been completed and signed by the person requesting to duplicate the official copy of the plans. The registered letters shall be sent by the building department to the most recent address of the licensed, registered, or certified professional available from the California State Board of Architectural Examiners. (e) The governing body of the city or county may establish a fee to be paid by any person who requests the building department of the city or county to duplicate the official copy of any plans pursuant to this section, in an amount which it determines is reasonably necessary to cover the costs of the building department pursuant to this section. (f) The certified, licensed, or registered professional's refusal to permit the duplication of the plans is unreasonable if, upon request from the building department, the professional does either of the following: (1) Fails to respond to the local building department within 30 days of receipt by the professional of the request. However, if the building department determines that professional is unavailable to respond within 30 days of receipt of the request due to serious illness, travel, or other extenuating circumstances, the time period shall be extended by the building department to allow the professional adequate time to respond, as determined to be appropriate to the individual circumstance, but not to exceed 60 days. (2) Refuses to give his or her permission for the duplication of the plans after receiving the signed affidavit and registered letter specified in subdivisions (c) and (d). 19852. The governing body of a county or city, including a charter city, may prescribe such fees as will pay the expenses incurred by the building department of such city or county in maintaining the official copy of the plans of buildings for which it has issued a building permit, but the fees shall not exceed the amount reasonably required by the building department in maintaining the official copy of the plans of buildings for which it has issued a building permit. The fees shall be imposed pursuant to Section 66016 of the Government Code. 19853. This chapter shall not apply to any building containing a bank, other financial institution, or public utility. November 2005 JIM PURSELL, P.E. CALIFORNIA LIC. 60924 WASHINGTON LIC. 381 21 FJPURSELL(@-YAHOO. NET February 22, 2006 Butte County Building Dept. 7 County Center Drive Oroville, CA 95965 2360 BALOWIN AVE. OROVILLE, CA 95966 PH. (530) 533-21 31 FAX (530) 534-0902 RE: Barbara Williams' Request for Copies of House Plans, Permit #01-1207, A.P.N. 069-310-036, Address: 5394 High Rocks Ct., Kelly Ridge Estates, Original Owner: Stauffer Dear Sirs: The engineer of record for this structure was Michael Mooney, who has been deceased since 1/11/03. Mrs. Williams is the current owner of the residence and is entitled to a copy of the approved plans. Please provide her with the requested documentation of her property. Thank you for your consideration. Sincer Ji Pursell, P.E. ' E z NOTES RESIDENTIAL ` i, �-- ----- Ze i 069-310-036 -�, 01-1207 ; STAUFFER, DAVID i 5394 HIGH ROCKS CT OROVILLE CONT: BETTER BUILDERS t; NEW SF W/ COV & OP DECK • Y'� /0 Z_ 4 T; ' * X X i SPECIAL CONDITIONS i CHECKED .^ BY FLOOD CERTIFICATE REQ. ` FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY 1, t USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address GAS Meter ByDatee r y aII"{ ELECTRC Meter By-Date/f�/ r ! JOB FINALED (Date) 2� �' " Signature ALS •, _ V = OK 0 = Not OK = Not Applicable ' = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date 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 FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15.Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pan elboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date underfloor (Plans) OK except #'s Date ZPWing-Setbacks-Easements-Flood lope Date Ftg., Main; Soils -Flet. Grnd.-/ tg. Depth g., Garage; Soils-Steel-Elec. Grnd.-/ ' tg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Ste el- Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hol owns and Special Anchors ab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Stee ' .V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors and Gas Piping; Size Test AL3—.Water Pipe; Test-Anchors- Reguraaldr-SerVOEe Tesi 12. Electric Underground 1 Plenums & Ducts; Clearance -Material -Support -Ins. 1 5 Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Access & Ventilation J Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Date ater Htr.; Vent -Access -Combustion Air Baffle 494"Water Pipe; Test & Anchor -Nail Protection 35. n & Support .W.V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access Tes�b & Shower, Second Floor -Tub Access 40!'T Condensate Drain & Overflow, Size & Grade Gas Pipe; Sixe & Anchors 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Fixture & Transformer Clearance -Ins. Protection ec. Receptacles Spacing -Lights & Switches at Doors Card B-1 Date ize Boxes & No. of Conductors Stapled Date jW�omex Installed Close to Edge of Studs & C.J. Card B-1 uip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GF] 29. Subfeed Wire Size/ / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle/ / ga Cu or AI -Oven Circ. 14 / g15 or Al Insulated Neutral' 9 No �,3}!5�pJyice-Riser Conductors Grou Main Disconrie Equip. Clearances Panels-Motors-Mech. Equip. _-9(33. Clothes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. n & Support 4ent Fan, Exhaust above insulation 40!'T Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet L8� Attic Access & P Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 5 fI's Proper Materials & Anchors alls Studs -Nailing Spacing & Braces -Plates -Sound 4-,j!04'0_ Bearing Walls over Girders & Floor Nailing (y2 -Draft Stop in Walls (rat proof) ire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing r.1 Single & Duplex) Date FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. Fireplace Ties or Type A Flue -Fireplace Throat Clearance J,�AtticAccess; Size & Romex Protection -Draft Stop -Ins. Baffles . Windows or Exiting Doors -Sill Ht. & Dimensions arage Fire Protection Framing roperty Line Firewall & Openings Doors -One 3' -Check Garage 3rd Story, 2 Exits 46L— Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection r t ywood on Roof Overhang -Attic Vents -Rafter Outriggers /,56--Siding-Nailing Veneer 14-5 o es- p Screed -Fd. Vents-Underflr. Access zing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulatio- e i g f Qj 62. Infiltration\ Walls -Windows Date (2 Card B-1 Date Card B-1 Date, , 2 2_ Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s E . Steps -Door & Sidelight Protection -Landings Smoke Detector of —Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15& --Bedroom Exiting i.81".—G.F.I. & Bath Fixtures & Tub Access -Spa c. Trim & Subpanel, Breaker Sizes & Labels S(airs & Rails Fireplace or Stove, Clearance -Hearth Elec. Outlets at Wood Panel, Int. & Ext. Q2 --'fit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance n7,3^Ele . utlets & Receptacles at Kit. Counter 4 arage Fire Door; Swing -Landing -Closure Wtr. Hir.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection L?r —Plb., Elec. & Mech. Equip. Listed for Location U8-11_et. Receptacles in Garage (F.F.I.)-Romex Protection nsu on -Foam -Looked in Attic uard Rails & Deck Construction -Post Caps Lae—Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Insild./Drive 1KJ No/Walks J Yes ZIlWPlanters J Yes 83r-&kmco-0r0WT-TTMn 9A!1C0. Unit Disconnect, Electrical -Plumbing ents Above Roof, Plbg-Appliance-Fireplace-Clea rance to Openings 8 nnect, Electrical, Plumbing ta7!Exterior Elec. Trim, G.F.I. Receptacle -Underground e ation Throughout House lass Protection 90. Corrections fr m Previous Inspections 91. as - eters Tagged, Gas -Electric Water & Sewer Connected -C/O to Grade -HD Approval E gy Compliance Certificate -Other Certificates Address Posted Date Card B-1ZX Date Card B-1 Date Card B-1 ZA Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF:,BUTTE � BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 ' 7 County Center Drive • Oroville, CA • (530) 538-7541 Ti ,j CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the 4 above address and should be corrected. Please notice this office when correction of work is '= completed. If y ave any questions pertaining to this matter, or need additional explanation, please con this office immediately. c T� C% OA -1 �J�— V r"" 10 i `i 46 IS I C 1 _ t 0111 "�'E z Date / Inspector K i - - _ ' REV 1,0/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 4 411 Main Street.! Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 •CORRECTION NOTICE OWNER PERMIT O. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any qu ions pertaining to this matter, or need additional explanation, please contact this office i ediately. S Inspector A111-4 -- REV I`�_ tT.� F' COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 12 FG' OWNER PERMIT NO. r A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is cosempleted. If you have any questions pertaining to this matter, or need additional explanation, pleaontact this office immediately. e e—Q-, '5;e' - r ' Ci G? vyLF Inspector r REV {`r COUNTY OF BUTTE k - IF.; BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ' 411 Main Street • Chico, CA • (530),891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 s. CORRECTION NOTICE ;s = OWNER PERMIT NO. ?' A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office, when correction of work is r have an you completed. If p y y questions pertaining to this matter,.or need additional explanation, a ' please contact this office immediately. /ZS t..r Z p,. 9'r ad. =t Date' _ L d / Inspectord�W REV 10/92 C- COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 ,x. 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER r PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, • please contact this office immediately. f V_ s,— x ;v=im Y +i r( 'L. fw ,t. V Date Inspector ifi/ Uf - =t REV 1 /0 92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 �_/aE�� NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 069-310-036 ZONING -RT1 BUILDING PERMIT OWNER STAUFFER, DAVID TELEPHONE 934-74931529 SQ. FT. OCC. BUILDING VALUATION R 82 566.00 .OWNERS MAIuNG ADDRESS 5394 HIGH O 059CC, 462 U 83316.00 CONTRACTORS JOHN STARR -BETTER BUILDERS589.2574 1305 C 1 696.50. __ 141.5 0 CONTRACTORS MAILING ADDRESS 5263 ROYAL OAKS DR. OROVILLE CA 95966 CONSTRUCTION LENDER Fireplace A 1 500.00 LENDER'S MAILING ADDRESS Total Valuation $ 95,069.DT ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ Permit Fee [20.00 $ 621.50 ARCHITECT OR ENGINEERS "UNG ADDRESS Plan Checking Fee $ 403.95 BUILDING ADDRESS 5394 HIGH ROCKS COURT TiMILLE Energy Plan Checking Fee $ 93-00 $ PERMIT FEE $ 1 068.45 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF q Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 10 7.00 70.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New P Addition ❑ Remodel ❑ Ulilities ❑ Installation ❑ Other ❑ Describe Work: NSF WCOVERED DECK & OPEN D Cl< Gas piping stem 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 150.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service '.'A OR LESS 23.00 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, ^f and my license is in fLklMrce and effect.Lic. No. License Class 4>?z� _�>�.�. OWNER -BUILDER MCLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the rformance of the work for which this permit is issued. IV 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' compens�'ery irlauWceecarier and policy number are: Carrier �,®//% ���^ Policy Number u / (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 Rh those provisions. X Date Signaturd of Applicant - ❑ Owner ❑ Contractor gent 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 46.00 NEw CONST. DW ."NG OCCUP. 3.5Qso69.65 OR �NEWG"� ( MUALnc-ou�nS. NON-RESIO. @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. 20 @ I W Ex, Occup. OUTLET OR FocruREs gqL p .yo Ex. Occup. OPuT ED ao °E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE s 112.65 MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 Cooling 19-0115.0 _L Hood 1 6.50 .50 Ventilation 3 4.50 13.50 PERMIT FEI: S 70.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ CONST. TYPE TOTAL FEE $ 1 447.10 HAZ. D. F P D T CD P EL T H ISSyE ✓/ -.�.. This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By / PERMIT EXPIRES ON 6 the applicable provisions Resolutions to do work been paid. Date �D 0� a; Q Z Date ReceiptNo. 324594/$1431.10 WHITE-D.D.S.-B.D. CANARY-ASSESSOFV -PINK-INSPECTOR GOLDENROD -APPLICANT COUNTS' OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION ` 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 HERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER: Proposed Building Use: UU10SE Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By All iiems have been submitted.------------------------------------------------------------------------------------- WPlot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ». Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- �f 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------------- - I�16. Energy Design Compliance and supporting documentation .---------------------------------------------------- 117. ---------------------------------------------------❑7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ,4 ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ufactured Home data and installation instructr� including Tie Down Specifications .------------------ sof $ �� . Ot3------------ i�--�J� ------------------------------------------------------------- Impact fees as shown on the attached schedule. �------------------------ ----------------------------- 12. California Department of Forestry plan approval/fees-W,#4-Q-6_ - ��- al----�f-�C- ❑ ,3. Flood elevation certificate. ----- 441. Sanitation and plot plan approv 1115. City of Chico plumbing permit. Department. ❑ 16. Plot plan and business license approval from the City of Biggs - ---------------------------------------------- :?^:,i: ❑ 17. Planning approval for (A) Use: (B) Parking: --------------------------Ell � 8. Contact Land Development about ❑ Improvements, ❑ Drainage,�egal Parcel. ----------------------- 1 . Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑ 20. Pre -inspection for required Request to Building Inspector on ❑ 1. Contractor's license information. (Number, Name Style, Classification). - JW2) Workers' Compensation carrier and policy number. ------------------------ 023. Owner -Budder Verification Given to owner ❑ Mailed to owner ❑ . --- Letter of signature authorization. ------------------------------- Recorded copy of Agricultural Acknowledgment Statement. - ❑26. Letter of intent on building use. ----------------------------=----• ❑27. Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expired permits. ------------- \------ ❑29. 13433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ FROMMIN!= 030. Other:------- Wh n you issue the permit, process as follows ❑ Mail to owner,*OMaiil�l to contractor. ep / — of `j 7 "7 V ®!,J Tel hone and hold for pickup at office. ❑Deliver with inspector. • Applicant: Date: ,Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Poll tion Date: By: Copy of plans sent 11Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: , > Check List 2. Additional items required: ` I Ir ( ' ontracto ' esigner, owner, was advised of the above required data by ❑ phone�m1, ❑ Building Division counter, by � Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mil, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was sed of the above required data by ❑ phone, ❑ mail, ❑ Building Diw' ion counter, by Date: Plans reviewed by: Date: j'iAi Plans approved by:Date: — Of Sets of plans on hold mAPlan Cabinet;, o A.P..folder. Note transfer by: Date: — p —.01Yellow Copy - Department of Development Services, Building Division. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE U IS F 1 BUILDING PERMIT FEES -- Balance Due ................ $ 00 -- Additional Fees Due ........... $ -- Additional Fees Due ............ $ A.P. # 6 1, L7- :3 /0 -03� DATE 51a34 / RECE IPT # DAT C (IV, . -- Revised Plan Checking Fee ... $ 9SCHOOL DISTRICT FEES ��` jr/j �� 6h5M 2.(paid at District Office) /93. FEES aid at Buildin Division SHERIFF (p g ) Residential ........ x $360.00 = Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x . = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES n $510.00 (paid at Building Division) —4 0k7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT ��� T DATE— �l Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest! The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) MarZ9f2001 Better Builders 5263 Royal Oaks Drive Oroville, CA. 95966 David Stauffer 0 Department of Develo,pment Services Building Division' 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530).538-2140 FAX Assessor Parcel Number: 069-310-036 Building Permit Number: 01-1207 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and -returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART —I Provide additional information and/or make revisions to plans, specifications and calculations as follows - NON -STRUCTURAL COMMENTS: Indicate the size of the typical headers ori the. floor plan. !2. Indicate the header size and support requirements for truss D2 at the rear covered deck. PART -1[I The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. Pay Balance of Building Permit fees in the amount of $16.00. Complete and return the Butte County School Impact fee certification form. 3. Obtain Encroachment Permit for Driveway from Butte County Public Works Department. \ . Complete Contractors insurance declarations on building permit. Submit a Recorded copy of your Agricultural Acknowledgement Statement. 1 of 2 If you wish to discuss any non-structural requirements in PART - I, you may contact the Plans Examiner at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. The attached PLAN REVIEW RESPONSE FORM must accompany corrected items. Sincerely, Glenn Gibbons ICBG Certified Plans Examiner 2 of 2 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 12 -Jun -2001 2001-0024999 Has not been compared with original BUTTE.000NTY 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, pluming, 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: D1l� Date MA`? I '�t.�� PROPERTY OWNERS: 0 State of California ) County of C,6 c,(_ ¢ ) before me, personally appeared ' personally known to me Qjr proved to me on the basis of satisfa evidence to be the erson s ose name s i are subscribed to the within instrument and acknow a ge o me a sh a executed the same in his/her/ eIr authorized capacity(ies), and that by his/her/ t ignature s on the instrument, the persons or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Si nature DIANA L. RERUCHA g � 4� Seal: = COMM. #1280608 W Notary Public -California ca BUTTE COUNTY A.P. # L NZZE. V My Comm. Exp. Oct 16, 2004 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Subdivision Lot No. Residential Development .................................................................................................................. i. Sq. Footage No of Living Mobile Home Addition] *Supplemental to (Group R) Units Installation Conversion Permit # ................................................................................................................ *(No foundation inspection Cb�i-'M-'6rcial/i,ndu'ttri'ai� 4il - Sq: `Footage , New Addition (Including Exterior Roofed Areas) Building Department Representative Date (City) J/ (State) (Zip Code) has complied with the requirements of Resolution No. 9 by payment of $ representing 'square feet. AB 2926 $ 11FULL MITIGATION $ 7- Y School District Representative Paid by Check # Remarks: Date Notice.? Yb-u'may protestI ,th the eiiiies'idbritifW aboviit:by.subrriitting a.writl:66 - Orotbstto the District; ,in compliance with e. imposition - of 0 days "from, 4he " �f protest will prohibit, Government Cdde!Sectiori, 666id6i, within 00 date ees are paid.-, Faikiret to submit a timely pyo es, wi pro p it, imposition of the-feesAwany.codrt you from Iqjn!gin'g','jha' action: i if; ,.subsequent "ii ,ifie',�School ,District Representative signing ihis'Biutte County` Schools Impal6vFee Certificatiori Fbirn, Ahe. Sbhoolbisirict'is notified by the applicable .1.6cal-Olannino Agency that this, projectis being reviewed under".ihe Cilifomia'-Ernnronmktnta Quality Act (CEQA)..- this project maybe subject to additionil school'fe6s to fully mitigate its impact on the school disirict'i schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/98)dmm Insulation Certificate BUILDING OWNER: 4 - BUILDING LOCATION: 53 N Description of Installation ROOF Material RIATr .i uS 1 t_AIN t3N 'Thickness (inches) 1 1 NctaeS BUILDING PERMIT #: ()I - Brand Name WENS (' c�RtvtNG Thermal Resistance (R -Value) R -'5 9 CEILING _ • Batt or Blanket Type RNTL ►t\t�t ��on\ Brand Name O�JEN� CORt�t1t�]C� Thickness ('inches) 11 n\ ctV- Thermal Resistance. (R -Value) Loose Fill Type Brand Name Contractor's minimum installed weight/ft lb Minimum thickness inches Manufacturer's installed weight per square foot to acheive Thermal Resistance (R -Value) �.` ?) 5� EXTERIOR WALL Material i3RT1- 1_N 5t �I Art 1oN Thickness (inches) iS i� •cHE s RAISED FLOOR Material . 'f5NIT Thickness (inches) SLAB FLOOR Material Thickness (inches) Width (inches) FOUNDATION WALL Brand Name Ov�IEN� eo(�iy1�tiC� - Thermal Resistance (R -Value) Vk - I cl Brand Name O W ENS COSLI 1NCS Thermal Resistance (R -Value) B rand Name Thermal Resistance (R -Value) Material Brand Name Thickness (inches) ---anal Resistance (R -Value) Declaration I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards for new residential buildings contained in Title 24 of the California Administrative Code. S i gnature and Tide License Number Date License Number' Date THIS CERTIFICATE MUST -BE PROVIDED TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. JANUARY 1993. MICHAEL MOONE Y CIVIL ENGINEER RCE 20647 Butte County Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 Re: Stauffer Building Permit #01-1207 5 A MADRONE A VE. ORoviLLE, CA 95966 (530) 533-2131 FAX 534-0902 July 10, 2001 This transmits changes to plans initiated by my client. I have.no problem with a two pour foundation.provided the following revisions are made to the plans; 1)-LSTHD8RJ hold downs as shown on the floor plan are replaced with MSTC40 straps (excepting garage), and that LSTHD8 straps are used for hold downs at the foundation level (straps require 8" of embedment which may occur in stem wall provided they engage the horizontal rebar) . 2) LSTHD8 straps at garage dre ok in a two pour situation provided the garage slab has reinforcing. Thanks, Michael Mooney My license expires 9-30-01 MICHAEL M OONEY 5 A MADRoNE AVE. CIVIL ENGINEER OROVILLE; CA 95966 RCE 20647 (530) 533-2131 Butte County May 18, 2'001 Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 Re: Truss calculations Stauffer/Better Builders APN 069-31-036 I have reviewed the truss.calculations.for this job. My review includes identifying and locating loads in excess of 3000 pounds. Where inadequate, foundation.elements have been revised to reflect a maximum design bearing load of 1500 pounds per square foot. Thank you for your consideration and patience. Yours, Michael Mooney My license expires 9-30-01 PERMIT NO: o-01 Lake Oroville Area Public Utility District 1960 Elvin Street OROVILLE, CALIFORNIA 95966 Y 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the -Butte County. Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: 2-28-01 Applicant: DavidVStauf fer 14532 go. 151.3 W Applicant Address:, 3 1 u f _'Fd age UT 64065 Applicant Phone No.: (801) 254-6970 Property Location(s): 5394 Hiltz .Roc3:s Court, Oroville, CA 95966 A. P. No. (s): Fees due: 069-310-036 $1409.00 Ca!3acity cnarae, $1000.00 sa-did Facility charge Application for service approved: LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: By: Date: Lake Oroville Area Public Utility District release to close permit: Date: By: RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Owner: _S TA id Building Permit Number: 01— / 2 a 7 Plans Examiner: Glenn Gibbons A. P. Number: 04!� 9 -3 /O 0,36 NERAL: Zoning requirements — (number of permitted living units). X, Plans signed by the designer. X" Proper description of work on the application. Existing violations on the property. Recorded notice of violation. 6. Building permit valuation. PLOT PLAN: �Y Complete parcel size and dimensions. Zl. Setbacks, side yard, easements, etc. !� Other buildings or structures. .� Grading, fills and/or drainage. i� Flood hazard. 6. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement 1� Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLAN: 1, Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). X. Glazing in Hazardous locations (Uniform Building Code section 2406). fl Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest nroiection from the ceiling (Uniform Building Code section 310.6.1). /1. All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 3.04.5). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). �Z Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). 43. Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). Y% Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 Water closet clearances (Uniform Plumbing Code 408.5). , Shower compartment minimum 1024 sq. in & 30" circle (Uniform Plumbing Code 412.7). Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 4V Clerestory requiring balloon framing and/or engineering. ,4. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). Jf- Floor construction details complete enough to construct building. fi Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. ,8 Fireplace construction details and calculations if necessary. Garage door header size(s). Porch header size(s). 1 Typical header size(s). Stud heights. 1 High expansive soil — special foundation design required. 14' Retaining walls requiring design. 0. Gypsum wallboard nailing inspection required. ;9. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. ` Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. / Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: 1. Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). 2. Guardrails (Uniform Building Code section 509). 3. Brick or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster — weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). 6. Foam insulation — protection. 7. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). 8. Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 10. Attic access and ventilation (Uniform Building Code section 1505). 11. Sound requirements. 12. Energy design compliance and supporting documentation. 13. CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: 13.1. SRA. 13.2. ❑ Flood elevation certificate. 13.3. ❑ Fire Sprinklers required. 13.4. ❑ Special Inspection requirements. 13.5. ❑ Use Permit conditions. 13.6. ❑ Sub -Standard Housing letter. Page 2 of 2 0 0 r t , i AN -REVISION Please complete the follo ormation in order to process your submittal. If this form is not complete, correct and legible, it may.cause a delay in processing. - Owner's Name: S A. P. #: ContactPhoneNumber: Purpose of submittal: ❑ Permit Application Data Item ❑ gineering Plan Revision Received By: vL Date: 01 Permit #: �)/4�V) ime• :,/ T ❑ Requested by Building Inspector or Correction Notice - Inspector's Name: ❑ Requested By Plan's Examiner - Examiner's Name: Nf-E.1� KEUtS£j £nl`E-26y A* - I 12£�J(S'�� £nl'G�N`�Er'�ir✓'G e,A2,Cw�4�•,��5 ❑ Other: EuIS Ez� Roo q# If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawingsrr,ust clef show chaneet n*�n��ed and locations involved. When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call and hold forku P icat the ❑ P Chico Office ❑ Oroville Office ❑ Deliver with next inspection. Revised Plan Check Fee: 15aS46.00 Receipt #: ' F . Additional fees may be due based upon complexity and time involved toAdditio process this submnal Fees Not ittal. Additional Fees: Receipt #: p al. Memo To: File From: Glenn Gibbons Date: 10/18/01 Re: Plan Revision applied for on October 9, 2001. Returned two sets of plans to the contractor, Better Builders (John Star) on October 9th Requested that he provide me with complete new plans along with revised energy and revised engineering calculations. I informed John that I need revised foundation, roof and elevation plans along with an application for the additional square footage. • Page 1 Q SITE PLAN REVIEW APPLICATION Date: Ap# Permit Number (if applicable) o ) - 12-0"7 APPLICANT INFORMATION Parcel Size: Owners Name: S T -R V -P-9 EY2 -of) VI f� Owners Address: N GI -1 2Oe_1,- C 1 , O ►zvl L_� C) 5C) Telephone No.: Situs Address: S rM Proposed Use: Residential ® New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) D. Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial - F-1 Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVEL OPAIENT SERVICES INFORMATION (For Staff Use) la Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval 9 Site Plan Stamped Approved .. By Date 5—'V5- 0 Page I 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) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: )XI • Flood Panel No.: O 8'1'S7 e— Index Date: ❑ 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: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ---------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: R T -- Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Pale 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side 3 Side Street Rear 3 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Pale 2 of 5 i l ' Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage _ ❑ NCSP/CSA 87 ❑ Chico Urban Area'—' Road ❑ Thermalito Impact - --- -- -- -- - -. ❑Other -_ -. - . ----------------------------------------------------------------------------- Subdivision Map Special Fees -----------------------------I--------------- ❑ 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 _ ❑ 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 Deed Creation: ❑ No ❑ Yes Comments: ❑ 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 iff Subdivision Map/Parcel Map: kEL.1-/ 7ZI I) && SSTaTGs Map Date of Recording: Lot: y -7 1 ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Page: 9 1 3 ❑ 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 Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. 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. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located'.in any area proposed for buildings and vehicular access; and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ 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 plan for 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. Page 4 of 5 s F 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. 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Ll S' 7 16 . �' WI2555D INCMM5aNf a LING LIGHT L.-- --------------- ae 0 MIA1.15fFAN COWINA110M EXHAUST FAN/ LIGHT SYMBOL LEGEND WAG FLOOR MOM CC DUAI- FLOODI," W/ MOTION MSCTOR 0 HVAC G lWW IU15SR �?- WALL-MOUNTSG' INCA m5aw LIGHT' nWX MR -CMR M6I5tR 0 INCMM5aNf Warr PM � WalON OF EWWAL CONNXI1ON Q LocA�noN LY wA�R col�clloN MMR pANRL (FLUSH -NOUN fin) SOLOCAWN OF 5eMR CaUCION ' MACER FMi51. (50Aa-MOMD) sworn pow �j mcfmc MrR H05R 01" 0 0 GOMpUTSR Mot TV D55] 5TUI3 WASR ( FOR la MAKTR, M.) -- UNDER Gol,9 sR LIGHTING 06 01WJ JwC110N l30X-V�RI�Y IMQL111�MEt�t'5 ��) �LSGtRiG G�AIZA,, DOOR mW51.IOVI�R WAP MP VAI,V�S w� 0VWfAP Dur�r�x a=f F Ce!! -M FAN / aVw FAN WHOLe4iOU5e FAQ! W/ LIGHT KIT (20" DIA. 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VP X= r f PQp4MfM -44 r M, W, L J, -w/ P ya, V) MI *r lei MOM "T law L .0 7 Ali %4C' 17 JWANP�XM`F 106K �W MW V c .4 41 ir J aN <0- '17 M!!WJA go," wom 0 ......... .... loth, 1 TrOW Li y -p Mfi tyA* T j: , 4 Vw JA: 241 i'X 'fio .0� N. `5 !Ip 64 'TTd I � I I . _ , ,, I . fA .6w mw y 1.77 tv :DET A T., - JR � vr- OM 41 OK04!#, M A �4 jo t �A 4t NOTES t 00 IDENTIFICATION 4- S WALL LINr 0 DEMOTE 0,� Mix DENOTES S�JFAR WALL IDENTIFICATION 2) > I)OUBLESTUDS 3) HOLD DOWNS REQUIRE "'y 1 4) SHEhR WALL SCHEDULE CC, CD, WITH 8d (0, 113 X 2 3/8") NAILS 4DP LYWOOD, w NUNIMUM 3/8" APA RATE INTC support 4NAILED, 1211 ON CE Provide continuous uLN CE NTE R EDGI" R FIELD NAILED ON 2X from girder truss to foundation. D AILS n :J, MINIMUM 3/8" APA RATED PLYWOOD, CC, C win I 8d (0. 113 X 2 3/8") N IELD NAILE D 0 CL % -77 MG2 NAILED, 12" ON CENTER F N 2X C) AT 4" ON CBNTE R 1: A"- ON CENTER� -J ck� -IR 17-RAMING AT 16' DOUGLAS 17 _3 tjMO a- wo M tom U 4-4 lye'. C) L U- L.0 94 -7 ILI 7 4 wait > ME BOLDING DEPART CL 0 5. p R 0 I 7 ni, AP tl t 069 1, 4 q all #04 7 1 - It". 777 09 77- 7, 177 �n 'V j.31-1-1 'ilp MAW 1 W, !I i 1 lv, It tj tv tA vi -771 o tA ED m vi AI it 31 VA E VAT 0 IAL cn to Ali Lj w CX ri Nil IN FR r IF tz rm BUILDIm 64 row 1 LE",� 069-31 :5 6 OF Alm y 77 . --rT , �, T , � '77- 40'. m it �M, -77-� , '-kF7� 0000 .0 All 47,4,11 3, , " 1 �Q, "a 1!m L A Q1 'C. CS A, --7— i4" 4 z 1j, V211 0) 77 b, U -.0 -P >1 w IF jC 4U tf, C it w�r2*0414UMW%NUZO16W 'V; 91 4J > 0. E: 1 2+ 44 r"m 9 O'd) a) U'D 0) M C 0 X, IS - 4 D v C q N 961142 MY �2 00 Orr 5W RORW OA/P �00 MW b, 40, 2D L.C. .4 0, UI 044 0 0) w vi -0 U P t4 L J 4 0: z '4 r4, —1, 0 r., U1 CO U1 4 1A,_ _A� Provide continuous support f -om girder truss to foundation. L �ESS > 7 .;7 OF C tH ER, tUj AL� t/, 1/ 2 WAff" .2 X2 X LA 0 Y 0 0 AT, 5T5 #4 4 io LU 1 4 > tw F1 a ml, O'ok �W_ PLIM, -Ap m -W AP 4 069 1211 DATION DETAI� DPAWING MU, PEVISION' -R 'M FAI L F I NO E 7 _;73 1 7- — — — -------- r I CERTIFICATE OF COMPLIANCE; RESIDENTIAL Page 2 CF -1R ----- Project Title..: ..... Stauffer residence Date 05/21/�`. 08:30:04 ^ k- MICROPAS5 v5.10 File Wth-CTZ12S92 Program-FORD1 CF -1R Ie _ User#-MP2019 User -Better Builders Construct Run -Stauffer residence I FENESTRATION_ ------ Over= Area U- Interior Exterior ' 'hancr/ Orientation (sf)I Value: SHGC Shading Shading - Fins - Window -Left (SE)� 12.5 0.600 fJ+6o Standard-- Standard A0.0 0.650 'Standard Standard None - None. Window Left (SE) 0.601 Window Left (SE) 10.0 0.600 0.650 Standard Standard None Window Front (NE) 5.0 0.570 0.670 Standard Standard '(NE) Standard Standard None None Window - Front ''5.0 0.'570 0.670 Window Front (NE) 0 0,570 0.670 Standard Standard None; HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Thermostat p yp y ation R -value Leakage Manual E ment T e Efficient Loc ------- ---- ------------ D Type ------------------------------------ HPSp1it R-4.2 No No No Setback Setback S 12.00 SEER Attic----- R=4.2 No ACSplit WATER HEATING SYSTEMS h ---=--------- ------- Number Tank J External - in Energy Size, Insulation Tank. Type Heater Type Distribution Type System Factor (gal) -_ R-V-1l.ue Storage Gas- -- Standard - 0.58 50 R- n/a -- _- SPECIAL FEATURES_AND MODELING ASSUMPTIONS -should *+�* Items in'thls `section be documented ontheplans; *** *** installed to manufacturer and CEC specifications, and *** *** Verified'' during pj,%Y1 check and field. inspection. This building incorporates a Housewrap/Air, infiltration Retarder. ' REMARKS r 1 K=ATORY MEASURES CHECKLIST RESIDENTIAL Page 1 MF -1R Project 'Title ..'stauffer residence Date. 05/21/01 08-30:04 Project Address... High rocks court *�***** --- ---- --- -- OROVILLE CA *x5.10* Documentation Author... DARREN DIVER ******* Building Permit # Better Builders'Construction 5263 'Royal Oaks Dr. Plan Check / Date Oroville, CA 95966 530-589-2574 Field Check/ Date Climate Zone;......, 12 ----- ------ -------- Compliance Method.,...._MICROPASS V5.10 for .1998 Standards by Enercotnp„ Inc. _ MICROPAS5-v5 10 File-STAUFFER Wth-CTZ12S92 Program-FORM^MF 1R L User#-MP2019 User -Better Builders Construct Run -Stauffer residence I - --- --------- Note - - -Note: Lowrise residential buildings cubject to the Standards 'must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) maybe superseded by more stringerl- compliance reauirements listed on the Certificate' of Compliance. When this ci"tcklist is incorporated into ,the permit documents, the features noted 'shall, be by all parties as minimumcomponent performance specifications for the mandatory measures whether they are shown elsewhere in the documents or'on this checklist only. BUILDING_ ENVELOPE MEASURES ---=-�--- _- Design- Enfotce er ment h *150(a);: Minimum -R-19 ceiling insulation. Loose fill insulatich manufacturer's labeled.R-Value. ✓ *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). Minimum R-13 raised floor insulation in frattied floors. 150(i'): Slab edge insulation - water absorption rate no greater than,U.1A, water vapor transmission rate no greater than 2.0 perm/inch:--t�- .118: insulation specified or installed meets CEC queG,ity standards. Indicate type and form. t 116-17: Fenestratibn Products, Exterior Doors and Infiltration ' exfiltration controls 1. Doors and windows betF:een conditibned and unconditioned spaces' designed to limit air leakage i 2. Fenestration products (except field fabricated) have label ,with certified U -value, certified solar heat gain coefficient' and infiltratich certification. r 3. Exterior doors and windows weatherstripped, all J'oints' ' and penetrations caulked and sealed. . SO(g), Vapor barriers mandatary in Climate Zones 14 and 16 _ { only. 150(f)t Special infiltration barrier installed to comply with Sec. 151 meets Commission,qual.'ity standards+ x,50 (e) Installation of Firep,',aces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: MANDATORY MEASURES CHECKLIST::RESIDENTIAL Page 2 MF -1R ---------- ---------- -_=_------- ------------------- Project Title.., ...,. ctauffer residence Date..05/21/0!1 project ----- --- ---- 08:30:04 - -Wth-CTZ12S92 _I MICROPAS5 v5.10 File STAUFFERProgram Fu.0 MF -1R fer Y --.-----._..___.-------_--..-,--- Users#-MP2019 User_BetterrBuilders Construct Run-Stauf__________________ residence __ �_ a. Closeable metal or glass door l ,z b. Outside air intake with damper and control { c. Flue damper ,and control 2. No continuous burring gas !pilots allowed.' SPACE CONDITIONING;, WATER HEATING AND PLUMBING SYSTEM MEASURES -»-----------=------- --------- --- - --- Deeign- Enforce nt 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 15.0(h):.Heating and/or cooling loads calculated in accordance ✓ ;k with ASHRAE, SMACNA or RCCA, 150(1)- Setback on all applicable heating and/or 4 systems 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2 First 5 feet of pipes closest to water heater tank, non- recirculating systems, insulated (R-4 or greater). 3.: Back-up tanks for solar systems, unfired storage tanks, or Other indirect 'hot water tanks have R-12 external insulation or R-16 combined internal /external. insulation, 4.. All buried or .exposed piping insulated in recirculating sections of hot water system. 5: Coaling 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 constructed, installed, in- sulated, fastened, and sealed to comply with the IC10 1997 UMCsections601 and: 603• ducts insulated to a minimum installed R74.2 or, ducts enclosed entirely' within conditioned space. Openings shall 'be sealed with mastic, 'tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given :in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated damper's. 114:1Pool and Spa Heating Systems and Equipment 1 System is certified with 78W thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. System is in with: a. At least 3.6 inches of pipe between filter and heater for future; solar 'heating. ��i R METHOD SUMMARY _ COMPUTE Page 2 C -2R Project Title ... ••• stauffer residence Date. 05/21/01 08-30:04 MICROP,IS5 v5.10 File-STAUFFER Wth-CTZ12S92 Program -FORM C 2R User4-MP2019 User -Better Builders Construct Run -Stauffer residence ------------------------------------------------- --- BUILDING ZONE INFORMATION -.--------------------- �1'oor # of: Vent Vent Air `rea Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (cf) Units itioned Type (ft) (sf) Credit ._. __-.- --_ - ---__------------------ ---- ------ --------------- - -- -- OUSE HResidence 1529, 12208 1.0'0', Yes Setback 2.0 Standard Housewrap OPAOU' E SURFACE$, -------------- Area --- - --Area U- Insu,1 Act Solar Form 3 Location/ Surface (sf) value R -Val kttm Tilt Gains Reference Comments HOUSE Wald 237 0.088 13 50 90 Yes W.13.2X4.16 2 Wall 389 0.088 13; 320 90 Yes W.13.2X4.16 3 Wall 405 0.088 13' 230' 90 Yes W.13:2X4.16 4 Wall 386 0.08813 140 90'Yes W.13.2X4.16 5 Roof 1529 0:035 30. n/a, 0 Yes R630.2X12.16 Attic 6 Door 20 0:330 0 50- 90 Yes None Solid Wood 1 Floor x;529 0..037'19 50 90 Yes FC.19.2X8.16 Solid Wood FENESTRATION SURFACES Area U- Act Exterior Shade interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC - - - - - --- -- - ---- ---------- HOUSE---- ---- ----- ----- - HOUWindow Front (NE) 17.5 0.60,0 0.650 50 90 Standard/0.76 Standard/ 0,68 2 Window Right (NW) 07 5 0.600 0.650 320 90 Standard Q.76 Standard/0.68 .4 Window Right (NW) 17.5 0.600 0.650 320 90'. Standard/0.76 Standard/0.68 3 Window Right (NW) 3.0 0.600 0.650 320 90 Standard/0.76 Standard/6.68 5 Window hack (SWY 17.5 0.600:0.686, 230 90 Standard/0.76 Standard 0.68 "5 Door Back (SW) 33.3 0.550 0.650 230 90' Standard/0.76 Standard/0.68 7 Window Back (SW); 22.0 0.600 0.650 230 90 Standard/0.wU Standard/0:68 8 Window Back- (SW) 22.0. 0.600 0.650 230 90 Standaz'd/0.76 Standard/0.68 9 Window Right NW)" 12.0 0:G00 0.650 320 90 Standard/0.76 Standard/0.68 16 Window Back (SW) 12.0 0.600 0.650 230 90Standatd/0.76 Standard/0,68 11 Window, Left, (SE) 12.5 0.600 0,50 1.40 '90 Standard/0.76 Standard, I0.68 12 Window Left (SE)' 10.0 0.600 0:6'50 140 96 Standard/0.76 Standard/0,.68 13 Wind6w Left (SE)' 10:0 0.600 0.650 140 90 Standard/0.768tandard/0`.68 14 Window Front (NE)' 5.`0 0.5'70 0:670 50 90 Standard/0:76 Standard/0.68 indow Front (NE) 5.10 0.570 0:670 5.0 90 Standard/0.76 Sc it i5 w_ 16 Window Front (NE) 5:0 0.570 0:670 50 90 Standard/0.76 Standard/0,.68 a, COMPUTER METHOD SUMMARY ---Page-.3 C -2R _----- Project Title..,, .... .-stauffer residence ---- Date 05/21/07 08!30:04 C MTCROPAS5 v5.10 File-STAUFFER Wth-CT212S92 Program FORM C -2R -User-Better I ff User#-MP.201y Builders Construct Run -Stauffer reside nce ---------------------------------------- -- ------ ------------------------- HVAC SYSI EMS { Minimum Duct Duct Tested Duct ACCA Duct lij System Type Efficiency Location R -value Leakage Manual D Eff --------------- -- ---- ---- ------------ -- ----- - - - --- ----- -- -- ---- - --- - $ HOUSE HPSplit 8.00 HSPF Attic R-4.2 'NGS No, 0.772 ,. ACSplit 12.00 SEER AtticR-4.2 No No 0.674 WATER HEATING SYSTEMS ----------- --Number Tank External in :energy Size Insulation Tank Type Heater Type. Distribution Type System Factor (gal)' R -value -�-- --50---R_-n/a--,k C 1 Storage^ Gas y - ---- Standard ----- - 0.588 SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *�* k** Items in this section should be documented an he plans,' *** installed to manufacturer and CEC specifications, and *** ***verified during plan check and, field inspection. ***f This building incorporates a if0usewrap/Air infiltration Retarder. REMARKS; 2 I CONSTRUCTION ASSEMBLY Page 1 3R ------------ __- _project Title,........ Stauffer residence project Datei .05/21/01 08:30:04 -- MICROPAS5 v5.10 File STAUFFER^ Wth-CTZ12S92 Program FORM 3R 'User# MP2019 User-Better Builders Construct Run-Stauffer residence - - .Parallel-. Path Method -----------------------------=- Reference Name W.13.2X4.16 Description :..: Wall R-13 2x4 160c Type Wali' R-Value ....:... 13 Ilt f-F/Btu Framing Material FIR.2r4 Type Wood Description .. 2x4 fir Spacing ...... 16 inches on center Framing Frac., 0.15 --Sketch-of-Construction Assembly LIST OF CONSTRUCTION COMPONENT'S Material Cavity Frame_ Name Description R-Value R-Value, -------- - ---- - - --- - ----------- __.____rwL+. --------- _ '0._:FILM.EX Exterior, ait'ii-Im ,winter value0.17 _ - L, STUCCO:0.880 875 n st idldO 0.17 0.17 _ 2, BLJ.?G.PAPER Building paper (felt) 0.06 0.06 3c: BATT.R13 R-13 batt Inst! (cavity = 3.5 in) 13.00 - U. FIR.2X4 2x4 fir __ 3.46 -4. CYP.0.56 0.50 in gypsum or plaster board 0:45 0.45 I'. FILM IN.WLL inside air filth: heat sideways 0.68 0.68 Total Uiadjuste1 ft-values 14.53' 5.00` FRAMING AD,7USTMENT CALCULATION Cavity Frami'rig Total U-Value:(1 /' 14.53 x 0.;85) + (] / 5.00 x '0.15) - 0:088 btu/hr-'sf-F Total R-Value1 0+088 ; =kX1.,30 lir-s f-F'/Btu CONSTRUCTION ASSEMBTjY Project Title stauffer residence T - , -Page2^ -^ ---_3R Date 05/21/01 08 30:04 .. -� -� -------------------------.--_ ---� --�� --�- MICROPAS5 v5,10 File-sTAUFFER Wth-CTZ12S92 --- -----�_-� Program -FORM 3R User)#-MP2019 -- ---------------------------- User -Better Builders.Construct - - ---------------- Run -Stauffer residence - -------------- --- 4 -------------------------- _------- Parallel Path Method � i Reference Name R.3A.2X12.16 Description .... Roof R-30 2x12 3.6o6 � Type ,.......... Roof i R -Value 30 Hr-sf-F/Btu Framing Material ...;.. FIR.2X12 Type...... Wood Description .. 2x12 fir `r Spacing ...... 16 inches on _center br Framing Frac.. 0.10 ------- -- ------- -------------- -------------------- Sketch of Construction Assembly Sketch f COMPONENTS LIST OFCOMaterialCavity Frame, me Name Description - R -Value R -Value --- -,:- - - --------- f -_ ---------- - 0. FILM.EX --------------------------- -- Exterior air, film; winter value ---- ---- 0.17 0.17 1. SHNGL.ASPHLT Asphalt shingle roofing 0.44 0.44 2. BLDG.PAPER' Building paper(felt) 0.06 0.06 PLY -0.150 0, A0 in 'plywood, 0 , 62 0.62 f AIR.R.1.75 1.15 in (approx) air space: heat flow up- 0.77 -- 4f, FIR,2X12 2x12 fir •Bc. BATT.R30.0 R730 batt insul (cavity > 9.25 in) 30.100 -- 6, GYP,0,50 0.50 in gypsum or plaster board' 0.,45 0.45 x. FILM.IN,RF Inside air film: heat flow straight up 6,61 0.61 Total Unadjusted R-Valueo° 33.12 13,49 FRAMING ADJUSTMENT CALCULATION i Cavity' Framing Total, U -Value: (1 / 33.12 x 0.90) + (1 / 13,49 x 0.10) _, 0.035 Btu/hr-sf-F _ Total R -Value: 1 / 0,035 = 28,91 hr-sf-F/Btu x �.„�,-e.,�w.».-.' •' -x=-:-cis«-.....-�:»_..s.»;,,.�,. .. ..., ....y...a___�....�.-..:._ .,.. .-1, ...... .. ..: .. CONSTRUCTION ASSEMBLY Page 3 3R - -_-- ---- ---- ------ Project Title........... Stauffer residence Date..05/21/01 08:30:04 -� -Program-FORM MICROPAS5-v5.10 File-STAUFFER Wth-CTMS92 3R User#-MP2019 User -Better Builders Construct Run-Stauffer'residenco1 ----------'-------------------= Parallel Path Method- - Reference Name; C. :_ FL, �:9 , 2X8 16 De'ycription .... Floor Crwl R719 2x8 16oc Type Floor' R-•valile .... , .. 19 Hr-sf-F/Btu Framing Material ..... FIR.2X8, Type ...... Wood Description .. 2x8 fir Spacing ..... 16 inches on center ` Framing Frac... 0.10 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name DescriptionR -- Value- R -Valise -- -- -- -0.17-- -- -_- -- 50. FILM.,EX Exterior air film: wifitervalue 0.17 J. ('RAWLSPACEEffective R• -value of vented crawlspace 6.00 6.00 2c. F31i�'T.R19.0 R-19 bat in Sul (cavity > 5.5; .in) 19.00 -- , FIR.2X8 25c8 fir -= 7.16 f ,2k. 3. PLY.O.63 0.525 in plywood 0.78 0.78 4. CARPET Carpet &.pad 2:03 2.08 J .i. F LM.IN.FLR Inside 'air, film. heat flow down 0.92 0.92 Total Unadjusted R -values 28:95 17.13 FRAMI";G ADJUSTMENT CALCULNI'TON Cavity Framing _��.:_----_ �___------------------- Total' ------------- - U -Value: (1 / X8.95 x 0.90) + (1 / 17.13 x 0.10) _ 0.0 1, Btu/hr-sf"F Total R -'Value: 1 / 0.037 =' 27.08 hr-sf-F/Btu HVAC SIZING page I HVAC ------------- ------ - Project Title , ..... stauffer,residence Date „05/21/0.1 08:30:,04 Project Addre'se. High rocks court --------------------- OROVILLE CA *V5.10* Documentation Author..., I D) I MWDIVER Building Permit # 'Better Builders Construction 5263 Royal, Oalcs Dr. Plan Check Date, -Otovill,6,1 CA 95966 '530,-5.8-9-2574 Field Check/..Da'ce Climate Z�,.)ne ............ 12 ------- 1�__ Complianz6 Method. MICROPAS5 v5.10 for 1998 Standards'by Einercomp, Inc. ------------------- -= ----------- - ---------- MICROPASS. v5:. 16 File-StAUFFER Wth.-CTZ12.S92 Program -HVAC SIZING User#-MP2.019 User -Better Builders,Const ruct Run -Stauffer residence ---------------- ---------------------------- -- GENERAL INFORMATION -------------------- Floor'Area .............. 1., 1529 sf Volume............12208 cf. Front Orientation.. I .......... Front Facing -50 deg (NE) Sizing Location., ....... 6ROV1,LLE RS Latitude.:.. ., .... 39:5 degrees Winter,Outside Design ... ii.130 F Winter Inside Design ....... 70 F summer Outside Design ...... 104 F Summer inside Design.....;. 78 F .......... ? summer Range... 37 F Interior, Shading Used ...... No Exteri,or shading Used ... No Overhang Shading Used ....... No LaCtent Load Fraction.....'.. :0.20, HEATING AND COOLING LOAD SUMMARY Ij Coo Heating ling, - . Description (Btuh), (Btuh) ------------ -- -- ----- --- ---------------- Opaque Conduction and Solar ...... 9653 5,626 Glazing 5239 3405 Glazing Solar. n/a' '9781 Infiltration.. 4 ............... 6944 2851 Internal Gain .......... i ........... n/4 2100 218A 2376 Sensible Load..:. 24019 26146 Latent L,oad,.,. ....... ...... $228, 'Minimum Total Load 24019 3136;8 Note: The loads shown are only one of the, criteria affecting the: select 16n. of HVAC, equipment. Other relevant design factors such as, air f requirements, outside a ' ir, outdoor design temperatures, coil, sizi,. - availability of equipment; t oversizing 'safety margin, etc., must also be considered. it, is the.HVAC designer's responsibility, to, consider all r MICHAEL MOONEY µ CE 20647 CIVIL ENGINEER RCE' 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Data 07123101' Page ` ��. CANTILEVERED RETAINING WALL DESIGN 4 WALL &FOOTING DATA VERTICAL LOADS LATERAL LOADS'- Retalnod Holght 8.00 ft Axlai DL on $tem = 310;pit Lateral Load Acting 90 Wall Ht. abovo toll = 0.60 ft Axial DL on Stem _ 400' If stem Above Sofl = O.bo psf __ Toe Width _ . 1.50 ft c... Ecoentricjty _ ' 0.00 _{1 Add'I Lateral Load 0.00 plf Heel Width = 2.00 ft :Surcharge over Toe = O.O psf Dist to Load Start _ 0,00 ft Total Footing Width = 3,50 it Surcharge over Hoot 50.O;psf Dist to Load End 0.00 it Footing Vokneas 12.00 in Key Det•,ti = 12.00 In Note: Heal Surcharge Resists Overturnfng ray Width = 12.00 !n SOIL DATA ADJACENT FOOTING' -- '' Too to Key Dist., = 1,25 ft, Allowable Boadrid _ 1500;psf VArtical Load 0.0 SLIDING CHECK • Active Lateral - 3110.6 pot Load Ecconirtcity O.00 In Ftg)Soli Friction C. :....Mast Press, 0.0 Oct Fdot(r;7 Width 0,00 ft Still to Negl soil to oI61 ct _ 0.00 in :...,$lopo'Pr166, = 0.0pcf Ftg. CL to Wall 0.00 ft sura i 830 # Backfill Slops' = 0.0 :1,11wort. Position of Ftg. `l * Passive Prossuro 500 # passive Pross, 250,0' pcf .,,Above1BoioW:f+/-1 _ 0,0 It _ Friction 888 # Soil Donsfty' _ 110.0 pat, Spread Footing t No r #I - Add'i Force Required ', - 0.0 # - Soil Ht over Too - O.00 in FOOTING pESIGN SUMMARY Prosauro @Toe = 13'18,9 paf Soil Press. M�It. Too Heo'I f'a = 25C0 psi Prossuro @Heal =356J pat By ACIE4 9.1 1900 618 pat Fy _ 40000 psi i s Allowable Press. _ 100prR 5 Mu-Upward 1918 805 ft-# Min. As Parcwnt 0,0014' Eco,,of resultant i-. 4.00 in .'Mu -Downward 236 1355 ft4 Omit SP UndesSHeel 1 No I Max, Shear @Toe = 11. 91 pat lulu-Doslgn 1679 -549 ft-# Too Heal ---- Masi. Shoor @ Heel, _ -3.39 psi Ono -Way Shoar, # 4.6 18.81 1'5,04 In o% Allow. Ftg .hear = 85,00 psi Actual s 11.9 3.4 pst '# ,,6 @ 26.05 23.31 in o1u Faotora of Snfatyt Allov:'.blo 66;0 85.0 pal # 8 @ 38.97 33,08 In o/c in Overturning 2.65 :1 "Cover over Robar = 3.50 2.56 in # 7 @ 48.00 45.11 In oto Silding _ 1.67 :1 id'a 8.50 9.50 1n # `9 @ 48,06 48.00 in oto Ru = Mu/bd-2 25:8 8.S pal # 9 @ 48.00 48.00 in ofa 'SUMMARY OF FOlICES & MOMENTS Overturning Momenta Roslsting Moments ` Origin of Foroo... # ft ft-# # ft ft-# j AotlVe Still praes. = 830.5 2.d7 2049,1 0` 0 0' Sol) oust Hoei - 0 0' 0 990.0 2.75 2722.6 Soli over Too l616,0Jw3 -5.0 0.0 0.00 0.0 sloped Sell O,Hoel _ 0 0' a 6.0 0,00 0.0 Adjacent F110- Load _ 0,0 0.00, 0,0 0.0 0.00 0.0 5ilr6hargo Over Heal _ 0 U 0 76.0 2.76 206.3 sUrahar a over Toa _ 0.0 OAA, 0.0 0.0 0.00 0.0 0 Akiat Load on Wall _ 0 0; 310.0 1.75 642.6 Load @ ProL Wall_ 0.0 0.00 0.0 0 0 0 Averaged Stam Wts: _ 0 0 0 487.6 1.75 853.1 Added Lateral Load '6.0 0.0o%'q - .0 0 0 lF0otIhg Woldhi 0 0 0 825.0 1;76 918.7 Key Weight' p, 0, 0 160.0 1.75 282.5 Vortical Component '1; • ofiActivo pressure= 0 0 0' 0.0 0.001 06 i Totals 'td;m." tt-0 2537,6 a 5506.6 ft•# Resisting Totafa Used Por Sall Preeaure 2637.6 # 6605 8 ft-# :.-(Vert. Oomponaht�P&Activd Proesuro R6jnovod) r (continuod on next pogo+,..)' VC V4.4C1 ioi 1983.98 �NElti 10- C MICNA�L MOONEY', KW -06011578 MICHAEL MOONEY CIVIC ENGINEER RCE 20647' 5A'MADRONE AVE OROVILLE, CA 95966 530-533-2131 Dato: 07/23/0 t Paee:3 -� `CANTILINERED`RETAINING WALL. DESIGN ,(.....continued) STEM SUMMARY 1.5.00 Top Stam: From ti 10 Top of Wall 6.001n Concrete W/ # 4 @ 18.001n, d= 3,00InI -_ .0 f'c= 2500.Opsi, Fy=,40000:Opsi WellWt.= 75.00psf, Her Embed= 12:Oin Mu1158.0ft7/f Vu '= 0.84 < - Vn = .85.00psl Intoraction Value - 0.016 Seconu Stam From 4.00ft to 5.00ft 6.001n Conbrote w/ # 4 @ 18.001n, d= 3.00in1 f'c= 2500.0061, Fy= 40000.00sG Wali Wt+= 76.00psf, Bar Embed= 12.Oiq Mu = 110.3 <= Mn = 1158.0ft-# ��er,..,.,,.. _ •• ,I •r Vu = 3.20 <= Vn = 85.00081: I Intaraction Value -0.0195 Third Stem From 1.500 to 4.00ft , B;OOin Conaroto w/ # 4 @ 18.001n, d- 3 OOini is Y f'o= 2500.Opsi, Fy= 40000.Opsi Well Wt.= 75 06 6f, Sar:'Embad= 17..O1n Mu ,= 988.6 <= Mn = 1158.Oft4 I .l Vu = 15.29 <= Vn = 85.00psi Intoraction Valuo = 0.854 ... Fourth Stam. Ifrom 1.40ft to 1.50ft I 6.00inConcreto w/ #I5 @ 12.00in, d= 3.06ini r o f'o= 2500.OpsI, Fy= 40000.Opsl Wall Wt.= 75.00psf, Bar Embed® 12.Oin i ! Mu = 1061,0 <= Mn = 2563.2ft•# j Vu = 15.96 <= Vn n 85.00pal 1, Intoraquon Value =,0.410 Bottom Stom' From O,OOft to 1.40ft 1 6.60in Concrete w/ # 5 @ 12.00ln, d = 3.00in f'c= 2500.Opsl, Fy= 40000.OpsL f Wall Wt.= 78.00psf, Bar Embed= %Oln ` Mu = 2216.5 <= Mn = 2563.2ft-# Vu = 26.80 <= Vn = 85.00psi #.. Interaction Value = 0:865 buffk C'uum f I r -1 Dim DEPAtra` 1� V4.4C1 ic) 1983-96 EN,ERCALC MICHAEL. MOONEY, kW -0601576+' �UTrF °.�� / ;epartment ai IpeYelapime ont'ervies , " o o Building Division �, sy 1 0 •",A �. � 0 7 County Center Drive o ," ��`" o Oroyille, CA 95965 (539).518-7541 (530) 538.2140 FAX Residential Construction Requirements RTANT This set of plans and specifications MUST be kkeep�tCOtbejjob site at all times :and at is unlawful to make any changes or alterations on same without written permission from the 9ut1dmg Division, County of Butte; All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed forthe specific use in the 1998 California Building Code (1997 UL,C,), 1998 California Plumbing Code (1997 U,P,C), 199s'California 1vlechanical Code (1997 U.M,C>), and the 1998 California Electrical Code (1996 N.E.C.) The following items are separated into two categories (general and specific), The "general" items are'' for vour,reference and are not specifically called -out on the plans by the plans examiner: These items MUST be complied with, if applicable, and it is the builder's responsibility to comply. The "specific" items have i been'keyed to the plans, If an item is inadvertently left out or missed, it does not relieve the builder of any responsibility for code requirements, general'or specific. Guest rooms and habitable rooms shalt GENEuRALg1REQUIIti00 o 0T floor area and natural equal to 5% i ural venulation a ua of the floor arca (Sec. 1203, U,B,C) • Provide required room dimmusions and ceiling height. (Sec. 310.6, U,B.C.) • Provide lights, switcliet, and receptacles for,laintenance of mechanical equipment. (Sco.306, U;M,C.) • Approved vent and adequate combustion air fot gas water lieater and/or furnace. (Ch. 7& Ch. 8, U.M,C.) • Provide minimum one 3'-0" exterior door. (Sec. 1003,3.1.3,U,B.C) • Provide adequate clearance an type A flue for fireplace/woodsiove, • All stairways to comply with U,B.C. section 1003.3, for rise, run, headroom; ividtI4 landings and handrails, t • I3allways to be mininnuit 3G" wide (U.Ii,C. 1004.3.3.2). i Undcrflao[ access and ventilation Ver Ser 2306,3 & 2306.7, U.B.C, R Attic access and ventilation (UBC section 1505),. ' • Provide approved flashing at all exterior openings, Provide IWI platfortu for appliances/equipment in garage capable of producing a flame, spark or glow. • Provide protection of appliances in garigc, from; vehicular daenagc • Closet lights per N.E.C. Article 41.0-8.. • Provide certificates of conformance for all glu-ianr beams: • Provide approved spark arrester at all clunineys/type "A" (lues, • Provide V2 ,x 10" anchor bolts (a 6' o.c; inax. find within 12" of alljoints. Provide 2"x 2"x 3/16" steel plate waslier @ each bolt, (Sec. 1.806.6, U.B,C,} P' , ue number 4 bar at the top of the wall and one ntunbcr Goundalions with st'emwalis shall be pro with a minimum of o 4 bar at die bottom of the footing, (Sec. 1$06,7; 1, U.B.C, s Slabs -on -ground with turned=down footingsshall have a minimum o top and bottom (Section of aic num er 4 bar al ti i 1806,12;`U,B.C) ' • Guardrails to have minimum 36" high top rail, Nvtth intermediate rails spaced, that a 4" sphere cannot pass' through (Sec. 509, U,B.C.) ge 1 of " "� Owners. Name: Stauffer Pa yr ® tildin POmitNumber:01'-1207 g ISILQIN �„g6 `°��PlansExaminer: Glean Gihbotrs' R� k4 • 141 Vencer per Ch. 14, U.B.C. Exterior plaster- weep screeds (0,13;C, section 2506:5); / • Skylights per Sec, 2409 &2603,1, U,B,C. • Protect plastic foam insulation per Sec. 2602:4, U,B.C+ Ground fauht protection shall be required in all bathrooms, gar►gc, kitche►► we bar, via exterior receptacles (NEC 210); jP M1.Electrical; mechanical, and plumbing construction (40t.plan reviewed) shall comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. • Minimum water closet clearances of I S" from its center to sidewall and 24" front clearance (U.P.C, 408.6). •' - Minimum shower compartment sizeof 1024 sq. in. & 30" circle (U.P,C. 412,7). Provide plumbing fixtures, water closet clearinccs and shower sizes per U:P,C, I SPECIFIC REQUIREMENTS t s 1. Provide safety glazing in all hazardous locations (U,B.G. secda►r12406). 2, .Garage!flrewall separation— required on garage side, including supporditpvalls and posts (U.B.C. section 302.4 exception #3), 3, Install smoke detector's as;pet ilio regtiirc►nents of U.l3;C, section 310,9,1; 4. Special roof coVcringrcquired, class B ntiaiiiiwn. 5, Provide'2 separate e,�its from die third story (U.B,C, section 1004,2;3,2 exception #14). 6, *cry bedroom shall have at least one operable window or door. Windows shall have a nunhnum net clear openablc area t i of 5,7 square feet, Additionally, die window shall l►avc a minimum act clear oponable hehghtof 24" and a niimniuut net ctcar opcnable width of 20", The window sillho shall not be'niorc than 44" above the floor (U.B.C; 31(1,4); tEE COLOR CODE USED ON PLANS Blue = Engineering 1'Ink =Firewall Green = Braced wall panels Yellow = Important e ' COMPLY WITH ITEMS INDICATE BELOW I Your parcel; lies within a designated lt)ll=ycacflood plain. Ti►ush floor, electrical, H.V,A.C, equipment alta services 'r . " � `` Icvation rc titre on Ccrtificatc, A Prist Fiaod ► shall be a mh►imu►n of one.foot above the elevation sliown on dic attaclied Flood Eleva d y C/e, nhon &M nate ipill alsa he rc rutuL GNote: We will normaliy atcept the fallowing as compluutec with fhe flood c q menti~: i 1, Building is anchored to concrete stc►mvall system with conventional anchor bolts, ?, Btiildi►ig plate on top of stem'�Vali to be 2no font of inose above lie 160-yt ak4lood elevation, (Plate height less than a 24" above grad c, or ongmcered design.",i; FICCtrical, heatYrg, Ykvi !t(ttir,�a,;pitta" (Fray .ntG� au i US1r�S�Stii'l`� C L jm1 ' wt i111� niellillC^� it»flat k V�i f)l4` lens" 2 b0C11l'hpS in exterla" ithiils, Waited bit b,pporhd or tiC1JaCCntivallS lvitli a total net arca of noe;'lers d>im J sctnati inch for every square foot of et!closed vca. f_ 5', P tic t cE'r-ui of alar op6tings dull be no higher tImit 1 foot abcvii grai)e. F n, b. Tito ope + tnuy tie setcened or covercil Willi 011ier dMocs t6i will l)dPnih aut^uratic. entty dad exit of iluodWater, ' ry ,i q.l p Vilrc sprhiklers nro'req uired ►n iltis sinicLtuc, ` i ® T the ltarccl is located within die ClilihmiaDeparinient of 'orestry and Fled Protection arca, Compliance wide dic attached GDF fire sate rcquircinents Will be necessary", 1 ' All siti►clures and cg01p►nci t including overhangs shall be cheat of all casements A setback of 5' front'tlie side of d 5,1 from dic rear property'lines and j0 feet (25 feet if #ddet°ah Aid Route)` front dic ciige of die;right o f way sha! be clear of sttuctures and cquhpnient clicepl for tt 2 fooi overhang. (� L�kpatisive'soil may be enconiitored on alis site, tics eonditlo►i mayrequlre ilio foundation to be designed by n Caiifohtih stcrcd, eiigincer'or liconscd architect R c Owners Name Stauffer Pagel 2 ofSUITE: OUN � , ,... Bgllding Pertntt Number. 01-1207 Bull lLDI r3" IN flans E>raminer! Gldrt t'Gtbb6AV D' hyMW,� .._.w•wf�..iw+y.`1^✓rtR'a� wt•W 1.� ""A5' plow / 'GA .�.wr.lry to ; wH:e:rl�+...ufu.+-rWr..w.maµ..ry.4Yt*T-..w..-Wu7..,y��....�+-uwx...V1..w.wuwey.,,,,,.�.awf +wW+I�MnrNW , o., CDF FIRE SAFE REQUIREMENTS Lb AP# PERMIT # NAME Under guthority of PRC ;4290, the following checked items are required by the:8utte County Fire Department and are made a part.of this permit. These requirements are minimums and wil'1 be superseded by Butte County local 'regulations which equal or exceed -these standards;. Field3.� inspections will be made bythe Butte County Building Department for oompliance.,.:! [1272.00 Maintenance .of 'Defensibles Space. To ensure continued ,a maintenance of.properties in conforman'ce'with these ' standards and measures and toI assure continued avail- ability, access and utilization of the defensible space provided f, or. in these standards,, annual maintenance N� must be provide for by -the land owner. • Driveway stand,9rdsCe -Surfs ivewa : surfaces and structures. (bridges, • -All. dr. [. 1273 .02 Y 1 i 1273.07 culverts and other app-artenant structures which'supple- 7347 the roadway bed or shoulders) shall provide unob- ,T structed access to conventional drive vehicles, includ- ing,6edans and fire apparatus weighing up to 40,00.0 y pounds. [� 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radiu's U", 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur= face width .of 4 feet shall be added to curves of 50- 100 feet `radius; 2 feet to' those.' from 100-200 feet. [; 2. The length of vertical curves in roadways exclusive of gutters, d,Atches and drainage, structures designed tQ hold or divert water shall be not less than 100 feet j [y' 1273.05 Turnarounds. If'required will have.a minimum turning radius .of, 40 feet from the center of the -road„ 1273.05 Turnouts. shall be a.minimum.of 110 feet wide and 30 /// feet long with a minimum 25 foot taper, on each end. } 1270.10 Width. 'All driveways shall provide a minimum :l0 foot traffic lane and unobstructedvertical cal clearance of 15 feet along its entire length. - Page 1 of • 3. F : BUTTE COUN 11 Y Su1LQ1 G DETA,R ME. PRI AP # PERMIT # NAME (1273.10 Turnouts., Driveways exceeding 150feet in length, but less than 800 feet in length, shall provide a turnout ]S;' near the midpoint of the driveway. Where a driveway exceeds SOD feet,; turnouts shall, be provided no more than 406 feet apart. [ 1273.10 Turnaround. A turnaround shall be provided at all building sites-on driveways• over, 300 feet in •length and shall be within 50 feet of. the.building. 1273.1'1 Gates ,. / [ 1 Gate entrances shall be at least two. feet wider than the roadway it serves. { 2+ The gates must be located at least 30 feet from the, roadway and-shall open to allow a vehicle to, stop without obstructing traffic on; that 'roadway. [� 3. Where a one-way 'road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel"Modification 1276.0 setback for: Structure Defensible Space.' All panels 1 acre'aiid larger shall provide a mini- mum; 30 .foot setback for building's and' accessory buildings from' ul] Frraperty lines and/or the center of the road, 2 For parcels less than-1 acre, local jurisdiction shall provide for the same Practical effect, See Other kequi'remen s below: [" 1276:02 Disposal of Vegetation and Fueis. bisp6salj including chipping; burying) burning or.;,removal to a landfill site approved by the local jurasdiction., I of flammable i' vegetation and fuels caused by site development and construction; road:and driveway construction and, fuel modification shall be completed prior to completion of road construction :,r fiaal' inspection of -a building permit: ,I oto - Pa �a - ge2of 3 qp� i ,. �UILD���i4 0 t' -a PE0 fj - ,+r 7'"�"r: ..,. ...wuY.v"*a^Y°„Wy,�u'+.+ +a.� fe ....µ.ui«y.. ,,,,,�r•"e.^... ..,. .—�« •�"'� � .,�w,.�.r a r-»..m'r"r`^..' `+r-!u-4 s^ ,"u'rWi",q" i�`�' "'.V';""h"' �2, A• .AL �`` � a "IIS pWG PREPARED FROM'COHPU EN INPUT (LOADS A DIMENSIONS) SUBMITTED DY T{lUSS,HFR. (STUA0329-BTR BLDRS / STUART [pGEj Al ) �i rOP CHORD 2x4' ,DFL 1 tT2 2x6 B'r`-L SEE DWG GBLLff!N0699 FOR MORE REQUIREMENTS.�BkACE, T IBOT CHORD 2xqO-L #1680t.WEBS 2xd DF -L SLpndaFd . IN LIEU OF STRUCTURAL PANELS OR jilGiO CEILING USE PURLINS: ALL FLAT': TC 0 24.00" OC, ALL BC O 48.0 0. OC, �` } o LATES DESIGNED FOR ,GREEN LUMBER PER NDS -97 TABLE 7.3.3, 6e DEFLECTION MEETS L/940-00 LIVE AND L/180!00 70TAL;LOAD. ITHIS' 'DU#H NIP IS DESIGNED TO SUPPORTS'4.0-0 JACKS WITH NO ccl3 EBS, 24r OUTI OOKERS AIID GARLE'FILL LOAD NOT TO` EXCEED 10 PSF 10 Sr,PBC LIVE LOAD PER UBC, DOVE JACKS,'Ars ' o *) L,A7ERALLY'BRACE ALL FLAT TC IN TIIIS AREA AT 2q" OC:. AAI t H W5X8� + U W5X8ftin,:�S. � ,q a 7YAr°ar d ra N s' 8-0-0 } �j•4�� > w 4!3X8 ra OX14 413'Xd AN + W3X8 0f w - 143X10(81) c'unO(a) to HS dos 12l: d V 6X w �.. 142.0 Da.l e. 4-8-4 I 5-9^4 �I..,� '5.10.4 I 4.------------- 8-A I cola, E— 21 Q 0 Oyek 2 5up(�ol is'"� 4? ti ,, R -175D 115.5" R-1758 W-5.6'kf Ln 6�A .25 F r m Note: p • plates Are W1.5X4 Except As Shown Oesinn Criteria. TPl(T.J CA 1 - F Scale - `t �'� 1 PLT TYPa Ni h Strep th_,Wave TPI 95 R' u} r - - YAHHING•• TNN5sES R 1 JN Nt INSTALl1 N6 CARE is AN0 ANACIXNINAP �UtllilltOH RI TPI IIROSSI rLATE NK AND -I ��n �i! 16,.0 PSF -REF 8427 • -66956 t�� .,.f q?Z?• �,, �eRAeRG, RtrIR TD xl (HANDLING„,fu1rE EDG nwlsoN, vi :Kiln: toN SATE” rtACTICEf PRIOR TO' hq y TC DL 10.:0 PSF DATE 03[30/OMIT.. s dfhlT+;. 1NfT1TUlL. 6sS O'ONOIAIO DE y CV. rUTONNING rN[SE. IGNC110Ns. UNLESS QTNIANISt INOICATtO YOU CNOSD SNAIL NATE PRG)tRLT AITACOEP „C ., lye )"P, %TNNCTtlRAL PANELS. 110"aN.CHORD SHALL NAVE A PAOr[Rtl I"ACNID 0I61D CEIIINc. ,p; •: IMPORTANT-` TURKISH bCOH'Of INti'OESIOM 70 iN[ INS>�ALIATIOY`COMUACrOR, ALF IS, [NWNER[a 6C DI. 7 'SF DRW CAUSR421 OlOB9033 Cy ! ►RODYCIS..INC,-SNAIL NOT It ALf10Ns111t TOROS DIVIAT ON TOOK THIS OESICOI ANT IAIIYRL_T0: It GD L� 61 PSF CA -ENG LVT�GWH Tit t„ - , IYQD TN6 IAOfStf IN CONrOANANOE UITHIrlt"ON FABRICATING HANULIN01 SHIPPING- INSTALLING ANO - 1 G 'IRAC1NN.41 1RUSM, This OtSifN COYfOAIIi YIrN A1rLICANIl rA0t I31GAS OT FOf (IIATIOMAL DESIGN • ■ nr _P,,. M A A I 1 NE. s►ECnuA"'N'I Istis" O NT TNI AHINICAN TOAt%T AND PAPER ruDC14TIOKI AND TPI. 'AL1", Npp 30;:2001 TOT.LD. ,,33.0 PSF SEAN '" 21829 CONNECrOA! AN[-NAGE OF 200A-At7X A652 HID CARE. fTsff. SICtPT AS:NOTI0, APPLY tONNICTORS T0, p + 'GCM FACE of iNYSS, AND UNLESS DTNlNY1fElOCA1fO ON TSit DI316N. IOSITION [oNYEC10R3 PIN fOL[LY IoA:TN[TRY52. conrotlNT'tltfIGY SNDYN, rxt'sG1TAnt1",AND APSE OPIftM1 ` CIVIC DUR.FAC• 1.:25 ACCEPTANCE OF rROFESsIoNAI INGIN( TNIf AJP1nD E71�tlCCIpI ROd11CtS1 1110.-�OH10M[NT f01T17ANT�MAlttulAll OYllDitlO RIME N[SIONf117111T o1 iN[ DU;IOINS DCSIGNts. ?w `e T,NG , 24'. DN fat ', 4Ti i' S OAAYINGt 1!0 A•t: . "THC SEAL tlN 7NIf GRAYING INDIWiSN Ii RLTAurallo, CA 95838 'ANS11r11 1.1915 ------N $oAC + cA1! M1:1111( i F 1 . r w L,n + ,s A A2 COM 1, ,. ) L THIS DNG PREPARED FROM COHPUTER INPUT'iL0A05 1 BiNEN510N5) SUSHI TTED BV TRUSS f1FR. • A! i 3wi �r 6 (S UA0329-.BTR OLDRS / STUART - 1N QAEU OF STRUCTURAL PANF.LS.OR RiG1D;CEILING USE PURLINS- TO ORALE TG S[ilf l n TOP CHORD 2X4 DF -1. $I0 24,Otl^ Oct :BC 0 72.00" OC. f„ t OC{j CkIORD 2x4 DF -L st NEOS 2x4 DF -L Slaildat•d ETS . L/]00,00 TOTAL LOAD'. DEFLECTION LE -/24000 LIVE p;'_ATES DESIGNED FOR GftEEy tUNDER RER NDS•91 TABLE 7+3.3. 10 PSF RC LIVE LOAD PER URC. 3fi )' tt a yp5 I , ' 4 W1,5Xh W7.5X4�,+t I ,I 4 r- 0 Iia w W2.5X4Ns W3"4 Felt W2,5X4 t*A 02;15X4 (Ali) A x W2.SX4(At) ieN R ems, y W AATs°' W ��qq••yy f {�1 f' I •�' q a 4>� iA ' r 1060ra I 1p60 -I tA" 21-0-0'OV60 2 Supports--- rI Ktv cw1i A 7971"6.0" Yui• fi P Yd �aAt TPi=95 R Oesi r TPI STU' F-- Scale 25" Ft n CrtieriaA SF RE G 0 F' h427•66954 " c�'1r++ ••MANNING••. •TluS7L2 AtOY tT. AM91I CAtt IN YAON CATION. HANDLING. SYIPf INOr NSTALL NG ANO Q w Trj �L 1 . . q a l+ P S � wAAE1N9, To 0ID91 INANDLINO.INIMU116 AND AAACINA -,.►DIIISNID my -111 N`AUSS'PIATt 'k'(`y DL L ,: 1G,D P51 ' ,.DATE 03/30/01.;, Ov "u" 1w1T 11Ytti: 107 O'OwOFA10 b1,, YY11L "tJO, NADISDAY: NI 5711+ . f0A fA►m ►AAC'1C1. (RIO" 10 �� •.� C;y Y. fCAt0AM1YO 1N[1l TIMCTION9, SALIlS,O1NLAN17I IHR-CAISO1 IOf. 14RO SNAIL nAYI fNOT[RLT ATTACnlO I 111YCTYAAt I I.A.M. 141TDn CHOAD SHALL NAIL A.flaKNIT. �iIACOt0 N1610: C[I1116. q q p` '•.INPONTAMI•• /I1wISN A CO►Y.Df.ttXIS OIIItN 10"tNt Nt}}ACOW Rw COwMINIA, At/1Al [NO1M[lAlO BC OL { AO PSF ORW:, ChOSR421 01089027 1- (ta+tlT M YNGDYEtlY IYC, 711All wOFICAlHON1111t fOA ANT DIYIAl10H-fAOH 1X11 0t11GNl� AMI fA"," i0 N', 0 1 „>r' rAt1) i1 , IYIlO 1n9.fNYl1[[ Ip SDN10Aj1AwC�,YIIN 111- 01 iuAlCAtuO IANOL IHD, IIIf111G{ IHt1AUlw6 AAO RL' LL D,a pS CA•EN6 LYT/GWN L 11 wwAC116 0/`IAYSIFA :TN1t 0[i GNCONfOANi HY1N A►fIICAIIl1A011SLONf Of NDt (MATIOOAe;oA `IfXO • MOF-. 30 2pb1., ,A, ""YYII tl[Cl/ItAT10N►Wl1AYt0:AIjNGAt1[IIICAYfellST,.ANOfA1lA:AfY0C1A110w1AwD.TfI, AI►l7t + SP• SEON 27823 Ea,N[C10A1; At! NAOt-0I LORA AfYM A1fi AA/0'{AIY, iit[l t7 SIT Ai wOT[0. dPiU CO w[ 1 , } MOW, 1425 FROM Ko Ims TACT Or 11AYff..AND NILl11.OTn19Mltt LOCAIIO 00 11119 0 91Aw, w91ttDN clwuaDAA ►u, C1VI1- TOT D I 33:0 P n + DRAWN&l 1/0 AHat'Not ON IN11 OKAYING INDICARS ACUItAFtt OY fAOf[ISIOSAL fw61N[CAIN9 . I[I►DHlIII/1IT !OL[IY. f011 Tnt t1Y.. CDII►DYryT 0[lION SNOMPA. --'TH[ SlITAHUTI ANO 4SFDf TAp AI iglnx IhO4Ncu,IDo, IOnIOMIwGfOA AYY lAw11LNlAN IUIL01A6 IS TNT }II1?0011/11111 Of IML GUltDIN6 0[119NfA, 1[N W CAUL 'r SPACING 24.0 P BAp7umlo, �ASIN29 ., AH1111R I+J1111[CTION 4. t . L�4tli.r I a (S UtO32H-DTR -0LpRS / STUARTA3 GIRp ?ITIS ONO PREPA ED FRO /N 11 ���` I RIp1�teM TrUE$'SeS�''oA�quliEred suOMtttED BY sWFF `fh TOP CHORD 2x4 OF 1 BOT CNDR6 2x6 DF L1 C0 R Pr WEBS 2x4 p-� Standajd NAILING SCHEDULE: '(0.131x3:0 g,nai(s) ?°' LL V. Top CHORD: 1 ROW ® 12"o,c, r r N PLATES DESIGNED FOR GREEN LUMBER, PER NDS -'97 TABLE; 7,3.3. I BOT 'CHORD {,1 ROW ,Q B" 6,c WEDS ;. 1 ROW 0 4' o.c. ** ry I1 TOE MAXIMUM HORIZONTAL REACTION IS 061 *+' USE EQUAL SPACING BETWEEN ROWS AND. STAGGER NAILS ta`L �k' IN EACH ROW TO AV01D SPLITTING, t rn TO LIEU`OF STRUCTURAL. PANELS OR RIGID CEILING USE PURLINS; TO BRACE TC � l rn @ 24,00' OC, DC @ 72.00" dC4,GIRDER SUPPORTSI 24-770 SPAN TO BC UNE FA6E 'AND 2.0-0 SPAgt;% TC/BC nes SOL'IT OPPOSITE FACE.- f' , OaF3ECTlON TS 1,42,0,00 L/100.00 TO''AL LOAD.PIAS ,.,TRUSS TRANSFERS 41.00 PLF ALONG TOP'CHDRD THROUGH TRUSS'TO SUppOfi'1'(S, �p'S ' CONNECTION FOR TRUSSES FRAMING FROH,THE BOTTOM t�VRL' INDICATED. DIAPHRAGM AND'CONNECTION5 ARE TD KnESIGNED BY CHORP AT TA ENGINEER',QF RECORD.: 24' O.C.• SIMPSON,LU526 SEE SIMPSON CA, LOG C-2001. ENG i wt ,v i TM: " W6X6 er W3X4 ki4%4 (R) W W4X9 (R) V Wjx4 QP Nt Ac a 4 r r't 4 I W3X1 (. 3) 4X4 A W2.5K4 11 W K4 W2.5X4IA W4 Vl5Xemi, I� 3X19 D � ' HS412 am I, z ---- �I 0-12-�30' 12=4-4.04 4 � C 10.6-0 o --D p Cl,li +. Q 21-0-1) Over 2Su Orts Rh -86]/ 861 R�4699 N-5.5' 1. P -A PI.T TSP. High S1:ren th.Wave TPI. -95\R Desi n Criteria: T A 3 PI STD UB CA 1 = - - F Scale -i25"/Ft ••NARNIND^; IRUSSEf SEOUIRS EITREHt: CARE IM IAMICATION{ NAYOLIYO. EMIRING. INSTALLING AND - ¢'Yo 0 h LL 16.0 PSF REF. R427--95443 .-•-. - 11VITOT(,A�SNO D•0001BIC 04.1 SUITE COD, tli OUC%' WIr AC67IJ9P,PUFAASSAItTT-PRACTICES MOB .C� 40 w 1 TC i� .}� p 1LRICANIYR._I .ES[ IUYCTIONft UNL[Sf;OTNMYIfE IHOICATED. TOP CHORD SMALL' NATE PROPtptT 41TACREO TC DL 1D,DATE D4/23/D1 „ 'p STRUCTURES. MISS, IOTTON cNORO SHALL IIAMC A PAOPIRLT ATTACNED'RIGID CtILING. D PSF ' -GV -IMPORTANT- IURNISh'A COPT Of THIS DISLGH TO .TNS INSTALLATION CONTAACIOA, AMPS [IICINI(R[D EC DL - 7. D PSF DRW CAUSR427 -0111302c :. �PAOOUCTS, 1-:C, SNA:t 4 TAE AEfPONSIlLt FOR ANT': AMMON ►AOM THIS01110,AXI fAIIUAE TO : •.N 006 BUILD SME-IRUSStf IN ONPORHANCC' WITH TPII OR FABRICATING VANDLING. SHIPPINM1. INSTALLING AND ALP I NE IIACTNL OT iAUSftI, Nlf OESICN'tONIIMNS, YITN AfPl ICA1lf MOTIf10N5 OI:MOS (MAIIOMA4`0[SICp ' DC LL 0.0 PSF CA';ENG GTP./GWH •„ AND PAPPR ASSOCIATIOMI AND IFI, ALPINE 'AARMORS ARI OJHESS SCILOCALVD STEEL. EXCEPT AS NOTED... APPLT cGNNECTORI TO •k 'gip . 23 001, #' TOT. LD.. :33:0 :PSF ,SEAN - 50357 Pd CARIICTO1, ARS NAD( Of 2UNA S&IN A65S CR/0 9AL9: ON THIS O[lION. POSITION cONptCI9R! ISA' Ia ri `�P•. DIAYIMGS CAO: A•l, THE :REAL ON 4NIf DAANINO�INDICA115 ACCCPIANCE at ?I01ISSIONAL. ENGIVIERIMO Ai• .-CIV11- ',. P DUR FAC 1 Z5 O D t - �P �DSL1[ged PRTiduclA IIPSe • .4NG7ANICM� C/� 918211 ` RCf10NSIf ILNT1 SoIIST',FOR 18E TRUss cONIOM(NT DESIGN SNOY[ '• THE SYSTAOwn AID SIT of TN15 COM/DNf11 COR ANY PARTICULAR BOILDIM aDtSItRM..PM O'IS TN[ A[lPOIIfIBILITI OI. UNC RUILDIN" '4%. `' • C.: . FR M X , t - ' AMIN L•1f95 SlCTfON.t.' ,pUF SPACING Z�%.� •, ', I, �E �' ' 11 i1 ���..i .5!:'v��•iA$.rl'�fw'a:'_..m"J7AA'flW.`.iAiPMf+fi^+T.saM1^vrrne^+.o'v .T - ez.�'rs+d I kE4 , YI • PPEpAPCD FROM CONPUTEP INPUT (LOADS A OTNENSIONS) THIS DUG SUDMITTCO aT TRUSS r, (STIIA632947k`BLORS / STUART - IOGE] O1— 'M yrr+it SEE OWLS TCFILLER0669' AND OCFILLER06951FOR FILLER DETAILS. I TG€'t'fllOpD 21(4� OF -L' S :T2 20 bF•L 42: R id 0 ORD 2X4 DF -L 1 1 O E --REQUIREMENTS• 'xxi.A1}t ,i OT'Ctl SEE DWG 60LLETINO699 -FOR H R, I? a�N NESS 2x4 DF•L Standard' u ;, + IN LIEU OF STRUCTURAL PANELS OR RiG)D CEILING USE PURLINS: TO BRACE Ityjl II p;LATES DESIGNED Fop'GhEEN LUNBER PER NDS 9T TABLE 7,3,3, j' ! 0'24:'00" OC I BC 0 72.Qoh OC> Vtt h I THiS B6TC Hip 15 DESIGNED. TO SUPPORT.S 4-0 0 JACKS 111T11 NO / E AND L/]80,00 TOTAL LOAD. OSO 24' OUTLOOXERS AND GABLE FILL: LOAD NOT TO EXCEED 10. PSF OEFLEC'(10k HEFTS L 240.00 LIVE r > 1 SBolfg,BACKS. �*)LATERALLY BRACE ALL FLAT,TC [N THIS.'AREA AT �4' OC+ i< Y W1:5X4 IU I 4k ll1 5X4 UI I ;} IiiT1ON W3X9.a yW1.594 M W3.5X4 01 ' p f k 1 4�L ; axW j W3k8 ® f*I IY IM Tz t; Ong , lb��:x opo-oF�. 4�l 5X4 WiAX4 IN W3XD(A) ® 13X8 1) -,;J' 1-2.0.0- 4-x�'.t:}' 18-7�0 Dvoh 2 SUPPot'ts t.;� LIE, �b, lJ 4. 7'tf7ttl } h� N -132b }1,-6,6 B-1820 ►1-516'1 �4 � I ItLp a; yl PLT 7YP. Wa' CA 1 - p Scale x.375")Ft A'` 11 LC 7 r Va 7Pi�45 R llesi tt Criteria1* 11) STD ••4 RNINO••...1AUff[NA[OuIA[ 141111[ CAAI,IN F04111TI.NANOl5116, SNIIPUt, IN1TAlld{ ANO _ • 2'1=-66959"••'� pp TO` LL 1 .0 PSF RAF :_ R4 ++RACIYG, IEfIA TO, NIINI (NANoWlt INSTALLINO'AND Al1ACIN{1 , fU011{N10 /Y. TI) .tIAUt{ LLAT[ W, y t i CA. IpSTITnIlr..So1 O'OYOrhlb'DA,y SU1111 loo, NAD 1611; NI /01 11))1 of Mf[11TYAACtltlt ►A)ON,ID C, DL 10 0 PSF DATE 03 30/01 � y ''',INESIfUNCllool.011ftlOYYtAYtt[�NDIDAItDI:10PCN0ADINALL1NAYIfA01fALTAT1AtplD } T,., ,0 P�SF ORW,CAUSR127:I110000]5 ° 1[AfOANING SIAOCTOIAI'.►AY[l D,. [O110N CNOAO YNRLL NAYI A TADf[RII ATIACN[D AMID MUNO: , 1•INPON(ANT•• IUAAISN A COPi hP' NIS OISiOD TO 1NS SAStAllA710Y CON1AAt�0A, AMKI [N' 1119"D DC, DL � n I fN000t11 IYC, SNAL No OA AUION�IILI rrOA AYT 01Y1A1 ON.IAON rNli D[S IYI ANY i ILYAI 10! } C _ AYIIatllptl!!lf to go oA „f AlA1CAYIM`NAY011N01, INIffINNi INtTA�LIMSAAO�I. he LL D,D �SF CA+.END LVT�GWII ..ACING Or iAntllt, JY1f 0111{N CDYf0AN1 YITN AfIIIC R�C►AOY1510I))1I1 OP_NO[ (NAl10NA1. 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DESIGN ' WEDS SPACING kTWEEN ROWS AND TOE'MAXIMUH,NORIZOWTAL REACTION 1S 679# ** USE EGU L' A STAGGER ,NAILS ci IN LIEU OF STRUCTURAL PANELS ORRIG1D CEILING USE PURLINS, TO GRACE TC I,N EACH ROW To AVOID SPLITTING. _ rn G 24,OD• OG, pC ®72.00" OC, GIRDER SU PORTS. 20-1-8 SPAN TO DC,ANE FACE AND 2.0-0 SPAN TO TC GC 41 In SPLIT DppOSIjE FACE../ t C=. DEPLECTION MEETS L/240,p0 L1VE AND L/100,00 TOTAL LOAD, f�>0Qt.UIQLt� TpUSS TRANSFERS 41.00 PLF ALONG TOR CHORD THROUGH TRUSS TO SUPPORTS)) I x +A% IIE@5Mf1ef10lg*CONNECTION FOR TRUSSES FRAMING FRO11 jNE BOTTOM WWERE INDICATED, DIARNRAGM AND CONNECTIONS ARE TO 'BE DESIGNED BY ( 1f CII6RD AT 24" O -C,: SIMPSON 11US26• SEE SI.MPSON CATALOG C-2001. ENGINEER OF RECORDS cs) "j. 4 5k .t W5k61a, � � i SI+ II W4X4.s WaXaSA, Tt ; 4 1-- 1 PL� 1Y 4 d � �M�safi.� W d D-O.Ot�I' 1 tsw 4�. ��* 1'f04 01 W5k8404 11 + �: -. WaY Of A'I) �,. rR r tti' k 4.9.10 P r 4.9.10. 3-5.14 3.9 I 1`3.6..' 6- •0 ,t *'' �+iks .-. 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INA71ONAE DI11EA+ a D I .k 'j�D`r-ILD.. ..,'3.3.0 PSE _ SEON• - P7D42. f1LF 1 ('IG IItC111CAT1ON 7N1t I SA ID /1 ,1X(: ANtN1CAY Y0AE11 AN0 ►AICN AtitlCIAt ION)1 ANO (NIC AENIAV .., ICOYNICINt'ANE NAGE Of. ItltA ASM ANA OMO OAAY•aTtlEyy YlClti Af AOItOI Allll' WNNEtibM11 TO tF; - } [ACX YAC( O6INNN, AN 9NltttDiNERY1SE LOCAltO1ONIN11 DRIONi-tOt t1ON cONMtCTO1l ISA : }; •I • �'', -0RANINA4.16O. A+11 tY0RA1NE OAUNl CONIOY[NttlttINY11M0YN`,t11A1AF. iuhAM1ll1I1 ANO uttINGlb/tiNlf :.q'C CIUI�- D(1�, FAC 1 '.1 i 2�1 1'�DM. KD R[SIONt11111t1 1011lY. T 'Cofi cAU SPACING 24 c b" ! 1 /11p1nb en 11Onto, P(UdNCIl, Inc. ANSUt11 1f IN91 %ItilOR 1: _ „x` '. : { & rnlo,C 9SB7B CONIONtA1 FOA ANY MAIICULAR IYI/OIAO 11 lN[ ANfONi1tIL11Y Of 1pE M1u1m. DEfICRIIr 1[i , ttr ��°,arr-,.a .i '""�'. 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TOE NAXIMuM IIORIZONTAL REACTION TS D52# A:_ KEDS 1 ROVI 4+ o,cTO 1° USE EQUAL SPACING BETWEEN ROWS AND ,STA GGE(t NAILS �IN LIEU OF STRUCTURAL PANELS OR RIGID ;CEILING USE PURLINS: Q GRACE C' IN EACH ROW TO AVOIR SPLITTING: r 74;:00" OC, oC 13 72.00^ OC, T T GIRDER SUPPORTS: 24.7.0 SPAN TO dC ONE FACE AND 2-0.0 SPAN TO TC/RC DEFLECTION HEFTS L/24O= LIVE AND L/190.00 TOTAL LOAD. SPLIT OPPOSITE FACE. R��xuI�F� � RfOtllpVl�•^•0 CONNECTION FOR TRUSSES FRAMING FROM THE BOTTOM TRUSS TRANSFERS 5G.20 OLF ALONG TOP CHORD'THROUGN TRUSS TO SUPPORTS) CHORD A( 24^ O,C,: SIMPSON LUS26. SEE SIMPSON cAYALOG C-2001. WHERE INDICATED. DIAPHRAGM AND CONNECT.]ON§ ARE TD BE DESIGNED BY' ENGINEER OF ARE W5X4 43X4 r' e- rsa 112.5 X +. W3X10 Al s 5.A4 UI W5X8 a 4 III B-O.px V12 . :'- ) 14300 (A L] W r 4.5.6 z 4-5•G. 3:1 10 3-1-10 4.5-6 7-7 a-7•]0 '3.1-10 9.7.0 15 2 0 Oyer 2 supports y ),`pr R 3433 W 5,5'' Rh -852/-E:52 ibri 9-3433 k --S, 5" raaE} a l SII 'f, r ` ,: i ISL^ y • C-1 _TYP. Wave TPI. 95 R ••YARNI MO•• TYYSSCS L[gYill[ CITR[ME CARL IN fACAtCAT10De MARKING. 7M flerl n - fol (STD. UBC CA = 1 -' " y ' I� OSACIAS. NEPER TO RIe Yl (IIAYOLIDD IYSTALtIUO AAO ORACIN%, PU]llSd[D YT 7P1 ITAUSS It ATE F' $CB Ie -.375^ Ft.1 (MORNING SO1D'OMCTRI00A.,MTE'LDO,MADISON,YI snuY, ►OR:sAP[Tr'PAAtncTsS$RATD 04DW,/y TG LL 16.0 P5F .REF R427^--95445:'' -c=iC I[APoANIAO tiMlAt !UNCTIONS, UNILSM OSREANISL iM01CAT[D. TOY.MMD fUAlt`p4E IpOP(pLT ATTACHED ` F y 1' 9tAUCTOAAL f1Mtl2, !AOi[OD CMOAD SMALL MAS[ A PROP[ALT'ATIACALO AIO.O ALL NAT[, p" • PRODUCTPOATAS. I9L ►ONRIANA CCR Of THIS DLS'CA,TO TNCINSTAtLATION'COYTAACIM, ALfULLNitALCALO ' C `DL 10,o PSF DATE Q4'.�23�01 '•A t1„'"% P'i PAODUtiS, IYL; SYAL4 NOT. It ALTrONStOtt /OA ANT. DEVIATION FROM This ::DLSIONI AAT ►[ILUAC r0 BC Q)-7.0 nl N;�•. AUILD INC TAItISLf IN COp10AMAYG[ YIIM 1111 OR YMR(CATIAC;. MAYDLING. +SNIPpRO� `IMSTALLIMO ANO.'. N D 6.. • o P.SF DR41 CAUSR127'.B11Ia022 . T ,.CN - eRACfYO A/:TEUSf[i: TAIs DESIGN CCRrOAMS NI (If APfI (CAME PCO[ISIONS,Of,10f . INIOAAA Ka AND'. }• �'. ALPINE SPECIfICATION PUSt ISNLD It TMC ANLNICAA VM[YI AND fAPER'A590CIAilOR1 ANO PI. ALAN[ DC LL .. 0.6 P$F CA -ENG Gl'P;/G)IM ! ' : 0�.. COYA[CICRS. ARE MAD[ Or iDOA ASTM ASS] CNMO VALE. :SI[[L, [ASSOC A7 OOT[0, Ai- ALOAAICTOAS TO A 23 20D1 tACN ►ACRD► TMUSS, AlODAIESf OTNUYIfL IOCAfID OA TA1f O[fICY, POSIIIOCtONN[CTOAi 1EA MAYIYCS leo A+i. iA[ {GAL DR TNIt OAAYIAOCINDICATE] ACCEPTANCE OFJAOIEONNfCTOIONA1.LAOIN[lAINC * "' * OT. LD 33.0 PSF SEAN - -58359 ''`;y AMIJITPI [ 1•ISYSNSEGijON�[LAA SUIIDINC ti 1Nt AL SPOYSb I L IIT Of Tug 001{OIR ^+P�EDP[OdOCIp, ]qO, A[SPOACIYILITT SOL[lT If, TN[ TRUSS COMPONENT DESIGN t110YN 1:1. ,�•1V14 SYmmAeylD, 9SYlb ' LlrrAnou:earTN1Y DDR -;FAC.:' 1.25 FROM RD p D[sIDN[R, rtp 97FCVcau wr-E S01TAYf SPACING 24 0" rf E i r. , , P (S UAoa29-pTR 04085 " STUART D] CON IIyAC n PREPARES F0011 Co 11tPur (LOADS gtRCtlStoNs su9Hln[o pY 1Russ:ivfl: 1 t . _ w / 1 11115 p}l TOP- CIIORO 2> 4 00-L ' 1 I l N't ;' DOT CIIORO 2ii4 DFL 01 11) LIES Or STRQGTURAL PAl1ELS10R RIGID CEIL111O USE PURONSi TO BRACE TC ` <j+YIS` 1 6 24.00 OC 0C'® 12.00 0C INAkIEDS 2x� AFL sknndDld I a s' 1. DEFLECT103 MEETS Q240,00 LIVE AND L/180,00 'TOTAL' LOAO. T2 PLATES OESiGNED FOR GREEN LUNBE.4 PCR UDS -97 TABLE 7.315, d"+ {` LO P5F UC LIVE LOAD PER UDC, • •'. TRU55 So"b S 240,001 OEM UIIIT! UNIT CENTERED AT 1� nxi21 SUPPORTED }t] BY BC; UII T lIIDTM 2-4- t 1 T �s ' E5, i nt �UPPORTEp OY 3 RU. x W1. 5X4 >'d -'T 1 • -I 4 1x1X &°- p 4r Jl �y 1 .Qbp O.O-Ci X14 (A��,1 � °A t 4}3X4 jbX4'e $I t N`N W3X4 4494 (A2) f� 14 =0 -IE I 14-012 , _•__.�� A�13``, 28 -L -Il OVOI 2 'Sopp0t'16 R IOGx >r.{ ,, � ' 8••]1]9 iJ�0,6" , w 1• p Thlr95 R Desi an CHLCIV16 TOOTA UEl CA = 1 - t sca1G 25 ht. OLT TV Wave J._ "� ^MAN IM4A• UYtttt, Ijt IMI Ell IN mr, IA ruplut N, .II AOLIAO, SgIPPIMO. IXt1Alll Yt A10 � r n i 'i p ; . U N C ti ii11119 ti 913 a 00OFNIo o N pipliC 10.1 �M1o�ioY,'IriN"viii i1`IP`ILIPAi r ►eaeil ii ietceAii VA W. TC IL ]G.0 Ps" RMF RA27 ]032]" th {{I 1I tO1111N0 tRtt{ fN.YCt10Ntc-...... GllltlLlttl.,:,AO,CAttO"IOP CAM INALl: It VI j'EDP(Nlr ArIACNl7J TC Dl,' IDID'. ,1'.51 - DATE .� - 111L'CtOgAL IAN[L111011111 C.101E IIIPLI II0.1{ A.}toP11L1: MARCtIIptD-CCIl1AO1 A`IXc0.11MIA• /NAN1111 A COPY IF IN OAEICq 10 tNt Yt1AlIMON CONIAACION, At119t YN7lk[IhIII )� .MC pL.. 0, AMC t INC, EXAIl'V11 OC 11kOAIlaiY 16AYY OCYfAt 011.ftON':INit Ott Cnl A I' rAItYE 10 N Q itD6 P onM . cAusAlel OIIz5oD1 + ,„. SII ,I +H - Op1107pE 11X118 IM 20N101MAIttN1111 7111 OK.11'�ACN1CIrtn NAgonit: tMICt�IAO ;1YII0.t 11X6 ANTI 5 , '.O c A�LP1NE OA4CIAO1111Ott[1,. IllltlEfliN'CpNiptNtNit NAPP11C111�PAOybtONEAfGIiiNAnoNAIp[t1NN, ; � hC LL ` UID'.PSF' Cil`ENO LV,T,IpWM 1 .. 11 AA ALI INE .: r.. CATION PO►It IN[D !Y IPC lN[AICAN fOAItI AYC. PAH1AttCC) 11DN�Igp 711 ` y, Y✓` - `CAtq fl0 O► lAgit, lAUO ONltit OlA1U Eg10 CAIYr tY[tll' tllt[Pr Alto [Da APPtY COWtt CNN j0' �' AP 3G 1{101 'llr �'DT•4p,i',. 1 33.,0 ',PSF ;'.;SE(I('( 68%72 b COAAtt Olt A1C NItC 0 10EA, qIM `` ) + 1111 E M1rAUR ON init; D10141, POSITIION f01,N[C1CAE PEC � 1 1! �r MON 1- p,,,,� NItt0111N1111f 74101 rtonAINCL INU[At on IS CQYPOA VOESION 7IO88CIPIAINC SUITPAIUIlt AYO, Air C+YINA4 •g C1VI1: '.DDR 1 PAC{ ►125'-.-''.FfIDM kp 'F 1111 WwC:1 pC1�D+' , P 80CYiN1ep10r C7193N2�t•Itla CtNPINIMY [01 IMI "111 t11A1 NUIl01NA'It tot I1tt01ti11111T Or tlt OUIl01Nti0tt1O1LAgrIta 1 it �Of cuk-I: A SPACING 241D1i 11l I' / 6IC1101Er .. _ ANtI IP1,1'1H{ I p S } `F.a ✓-+I m 5 K• xst'.,,.+'pi- � ...w,� i 4�r +-tix m'H,a ,..� `„"tF',"9"'", gym.-wgp,a.,yw.ra8 �^ ter �' .�,w.0 x .���'�1'! ,n-,W^c" -r. "`S',7d-NTt C.A , - " y K".` ti"�ii`' "�„ • y ="^``y i- it C �� h7 >M i + _ r ' c-` �y "t^"t, CX'M^ id' * �" ", r"'. (STUA0329-'BTR BLDRS / STUART D2 COM ) TI115 DHG PREPARED FNb?( COMPUTER INPUT (LOADS 6 DIMENSIONS) SUDHITTED BY TRUSS UFR. {t.' .g TOP CHORD 2x4 DF-L,#I IN LIEU OF STRUCTURAL. PANELS DR RIGID CEILING' USE, PURLINS: TO BRACE TC. t11 BOj CHORD 2X4 DF -L #1 ' I 0 24.00° OC, B¢ 0 72.00^ OCI WEBS 2x4 0f L Standard DEFLECTION MEETS L/240.00 LIVE ANO L/180,00 TOTAL LOAD. y' P.,-AjES DESIGNED FOR GREEN LUMBER PER NDS•97 TADLE 7+3 10 PSF'BC LIVE LOAp PER UBC, Y 4 f i A ^v L 1 s, r r IIW�'lws F y ':{, 'A I { m Ira Ei W5K4 s xar 14X4 ® 1{� w a 4X4 W3X6s W2,5X4>0 tt{ /z WA, A1) NO, W2.6X4, 4l2.5X4(Al) L-3-6-0=I��°0I V il�f}� E; ! 14-0-12 J— 14=0-12 28=1 B Over 2 I' Supports L LrA Scale �- Desi n Criteria: TPI" STD GA 1 F e .18765" Ft. � Y'� -' YAWING•' ` N1% Ile f1 TAE SSTAEMC CANE IN IIORTCAT 10Ai MAADliNO, SIII PIING, INSTALLING AND TC. LL 16.0 PSF; REF, _:.R42%_•- .6966 410 PLT TYP. WOVP TPI- IAA�INGr AtPC (NANOIING.'iNSjAIIING AAb°ONAC1N01, PUOl I1N[O NS..TII (TAOSS ►LATE pW W. !! IYSTITUIE, 'iol O'OOOPAIO DR.,.SUITE 100. MADISON, WI SIl f).tAPfiT'IAACTICLf IAIIM TO -'I........ 111111[ UUCTIONS. 1141. 'DTME141St INOICA7tD{ ION CMWID. lAAll MASE 110tEA17 ATTACMIO h T[ I'�L• 'LO.O PSFI DATE 03/3001 (y P 31AUCTUAAL PANELS. BOTTOM CMORO SHALA'MAYE A PROIIALI ATTICIIE0.41610 CEILING,.,. 7 �� y �';� ..I Am PYAAI SN'A to" OI THIS-0ESICH TO TIIF IN3IALLA710NYOATA6CT01, ALPINE 1NOINtjREO �6 00G DC DL 7.0 PSF'' URW '.CAUSR40,01009631 _ "+ '"... PANIC C,. SMALL AOT NE A11P0N311LY:: EDA ANY DEV 10 IRON' THIS DESIOMI. ANY FAILUA: 70 +:I+ AAIIO THE MISS, IN MAW WITH 1111 OR JAOAICATINO,. HANDLING, SMIIPINO, 1037 liN6"r ND - i DC"LL 0.0 PSF CA --ENG LVT/GWN NAACIA6 OP4NUS1[t. :THIS DESIGN CONIOAMS KITH APPLICABLE -PROVISIONS Of 40f (NATIONAL O[ftCN' :' f SEE, 1110 NS.TIIC:ANlRICAMfOAtfi AND PAPER ASSOCIATION)'AND TPI, ALPINE I' Or 1- 1 + ti; CONNCCIOAS ARE RADE OF IOWASTH ROSS GNm QALY, STEEL. EICEPT'AS 00110. APPLY CONNECTORS 70TOT,,.D. , .33, O PSF SEAN, 27BB1 .. •� EACH FACE.or iADii, AND 9ALESS OTHTAAI TE,LOCA¢D OA TMIC UES18p,: IDSIi1011 CONNECTOR& PER . ') e,, u DAAYIYit l30 A't. THE 3tAL 01 :INI RICAAWINN 10.1CA11. CCtPj�Nt1 AP 11011S110NA1 MINEERINI CIVI1. DIlR'.FAC. '1.25 FROM KD t AE'inn Hpgll�� PT�4e1y 1114 R[f10N1111L1iT SDl[LT FOR i11C 10113 COMPONENT 011164 INDIA, �TNC SUITAIILITT AND DSt OF THIS 9% l� rr !r CGHPONCAj FOR ANY PARTICULAR 6UIl0IA6-�1 TML IESPONSpILITY OE Tot 1UILOIM3 OESI ONU, P[1' CA1.l�"" 'A .' • N }' I;l ,� 'I APT ANSI/TPI 1 1996 SCCTIOA S; SPACING '.24.0 T _ } "":^.".�"---iwswG ($TlIA0329•,DTR BLURS / STOAT D3':'COM ) T1115 ONG PREPARED FRON COMPUTER INPUT (LOA05 i DIMENSION5) SUONITTED BY TRUSS NFR. yij TOP CIIORD 2x4 OF L'#1 10 LIEU OF STRUCTURAL PANELS OR RIGID 'CEILING USE POOLINSi TO BRACE TC- BOT CIiORD 2x4 DF -L #1 0124100* OC, 'UC 0 72,0D OC, rn NEB5.2x4 pF-L-�Stapdard: DEFLECTION pIEETB L/240.00 LIVE AND L/180,00 TOTAL LOAD.. .� LAM OESIGNED FOR: GREEN LUMBER PER NDS 97 TABLE 7.3.3. 10 PSF DC LIVE LOAD PER UDC..' r t1;1 o' 3 Y_, 404 �y ; '+ " x4 w 411 .6X4 * 4 r _ �A A,� ,+ W1 ir6k4 re , ' �1pp 4x�K>141� WO 142X N2%6 (AI, m #t4 tJ3k4 A 10.6 z4.7•a oyQr z supports- `� �J Q,.,. R�ezD R GG3 nes19Y1 trite , aA , ,1 . F 5CaIe �' Ftl LL PLY TYp. NBV6 'tP)=95 R ig-n , .AMraria TPf 5TD �LLL�_�L .— .—. .MARK IND TAUSI[f P[OYtA[ ttTAtX[ CAM IN FAOAICATIOM N HG rsIALu16AMn TC LL 16.0 P5F, REF,,. R427••66966�- _ -0AACIAOt ,11CItA IO IIt1. IHAVOLIMS,INSTAIIINA AND 1A11C1A01 :PUBLISHED It 101 (1AU[S?lAT! S` 04d �:� � - I cs IMsnitlt, eT molvAlo CA:, WITc too, HAMtoNI NI sr 1140104h PUBLISHED ton strnnrAtcfltts vnION To - �C p� �,0A0 p5E DATE' 03/30/01 ; cV TLA lmiIN ,IX[tt (ANtiIGNI, UMl[ES -01NlAYIiE 1401[47(6, IDP. C OAb 111A11 IIAy[:IROIIRIY ATTACMIo ,,, u O. UUpUAAL,P �IEUC'10TION C4040 {MALI' "All A MBCt4Ly MAIMED RIGID Ctlll"tr t IHAORtAHf•.. rrUANISM. A_C011 01 711111D1t)OM TD In �MtrrAllA Itl4 LtlMpACfO4i_ Alli M! 1N111ttMu , Das : ND `p`� T'0 PSF' DRV) cAUSRa27, 0I0B9012 X01 it 1[tYOlSllIt FOR, CAT ly AT ON Tibn 1"11,0[1 ANI, A r. /AIIYR[ IO ,, .DGS LL 0:0 pSF' CA'ENG 4VT/Gw ` 'WILD INC :1401111 IN CONIOANANCt WITH TP11 OR .101"t"I"Ri'I1M0lIM, SNIPI INOI 1"114111"G AN - - ' ' T CC '(RMI"G DI IADlAttt. ,;iNlt OISIM CONrpAKf PITH 111....1.. YAOUIiOM$ of. PDT (NATIONAL-0MIA , — ----•• SLP Y N1. !P[CItICiTIOM IUII{tnt01T.INt;ANIAICAN fO1lM C"DUAr[R AfIDC1AIlM)j AND TIL, AIPINI,;:_ (bf L 1 * TO7. LD. -0�A0 PSE SCIIN 27003 CONtttlaks Mt,NM! fl; tOGA MTILAGU EMO SAI::'tllllc LIC[""Af Ao110: AIPIT, CONN[CtOR1 TO * -- IACN FACE, of All- OF:.O4ltt{ O1MtRM11[ IOCATtO ON INIS 01{1911 P01 lIDK CONN[CIORSTt 1- i ,ONAYIMAt:IIA, .Pi ...1Mt T{AL IN THISDRAWING101CAI11 ACC[PT.NI 01 I4tliItItOMAI !"DIN"1RIN1 CI11U: OUR {W'i '.. 1+'26 .. FROM 90 - + - --A[ilOIf IIIIITY t011lY.,lOAIN[ "Russ C07PONIMGOr11al tYOMAAc -TN[ WITAtlIITT AND, Y"E DF. THfl q�C` AlAgtna)Ocol pro inD. CONID"[MT'IDR AMY IMIICUAAR Iu11tl1461I jht M[l►DNl11IL1TA 01 ]II[ OJIIbI1D DESIGNER, PIA �� SRACTNG 24,0•, y' BGciNmcatD 4,8311! ..., `ANSIJI►I 01 Ail SECTION :I _ .. ... .,._. _.::.. .. _.'_.... .,",,.r,,..,.•�.„.�,� ,.w.,�„„ ro,....,or,.:«..w-, yr T _ .a�"'it.»"s,�«!. ."3t't,�^' ••,.,...:.�..•....ti�*Ir�_ ...___._.. 4 t1 •, ®I�t�i-I�®Il�I �®� I ,., �_ �...._ 1 � i i®4� .. ���-_- I A _ _ .. _._ _.___..SII _ ®■■■ I I� � 1 � � 1 ®�� � I � � � Imo- .. _... _ �� l_�_ 4_Y � ®I ® .. I ' � 3 I i � � I�-- __._._... ___ ._.._ __. I � __ "'A i ®1®:®�®� �] _�® I .._ I_ _ ..�® ____�-_ I �_-. ....-. �.._ II ... _ �� Ir_ _ ,.__ �_. _. -. __- ..._._. �L ���.� P' '�I�j� � ®�� I �_�-`� .._. .__. ...._-___-.. _. � � -- —p r —� -- ---.. -- - -� 4:----. w -- -_ _ �;�®.. •�sa'� ,�, � -- -- -��, �.� ��®_ -_- -- -- - __ -s-- - __ _ _� .— —_ - - -- '— � �� !� .. r yKICHAEL'MOONEY CIVIL ENGINEER RCF 20647 5A'MADR0NE AVE OROVILLE, CA 95966 530-533-2131 Date: 05/18/01 Paga. TIMBER JOIST &'RAFTER DESIGN 1 DEsiGN DATA Timber Section 4X12_ ....Dop'th In 11.25 yVithh in 3.50 Le: U,{supp It: 2.00 ' Fb= Aliow psi : 875.00 Fv-Allow psi : 95.00 Elastic Mod. ksi : 1600.00 Loa&DurstionFactor 1.00 Stress Ratio ->> CENTER SPAN No Good1 Span Length ft , 10.00', Unifo(m DL Plf i 96.00, LL 'plf :; 480.00 RESULTS. Mmax 9 Cntr k -in ; 86.40=' X -Dist ft : 5.00 REACTIONS Left: pond Land N ;. 480.00 - Liva Load t/ : 2400.00 Righty toad load ff 480.00 'Livac Load u : 240o.00, STRESSES `= No Good! Fb..' Allow psi :` 982.5; Fb.. Actual psi : 1170.3 FV., Allow psi ; 95.00.` ' Fv.. Actual Psi : 89.23; DEFLECTIONS Center.,...DeadLoad n .03 -C3 X,D . , DL Ratio' .3692 Llve Load in ;` -6,163s X -Dist ft : 5.00, LL Ratio i 7381 Total Dafl in .: -0.195'' X -Dist it g 5.00 Ratio 816 t I 4 I; I i i _S V4,4C1 (cf 1983.98 ENERCALC MICHAEL MOONEY, KW -0601576 irk , i MICHAEL MOONEY CIVIL EP1Gh'.EER l RCE 2064TEXPIRES 9-..30-05 ,$A MADRONE AVE CA, ,. OROVILLE, 9596E 530.533-2131 Date't 04j1Sj02 Paget" MULTI' -SPAN TIMBER BEAM DESIGN OCNIUTAL DATA 1 2 All Spans Simple Support 7T NO Spans Length ft : 732 7.92 1nd,Mit : Pin:Pin . = Pia:Pin' Beam Width in,: 3.500 3.500 Beam Depth CALCULATED VALURS OX• OA Fib -Modified Allow, psi : 1203,1' 1203,1 fb • Actual, 1 1 psi :, 614.1 614.1 'FIV -Modified A116. psi ; 1063 106.3 fv (actual) + 13 psi ; 73,8 75:3 Moment,® Left k -in . 0.0 Homent i Right.. k -int 45,3 0,0 MaxMom. ®Mid -£_an . P k4in : 26,1 25.2 X -Dist It , 3,80 433' Shears: Left k : US 2,04 , Right k t -2,88 -1,11 Reaction Left DL k ; 0,46 1,85 LG k : 0.69 3,06 - Total k : 1115 4.91 Reaction 0 Right DL k :" 135 0,45 LL k ; 3,06 0166 Total k i 4,91 1,11 Max. Defl, 0 Mid Span in t •0,028 •0,021' X -Dist It DBSIGN DATA Let 0suppatted'Length It ; 2,00 _ 2.00' 8153' Fb:Basic Allowable psi1, Fv;Basic Allowable ppsi 85,0 85,0 Blastic Modulus ksi t 1600 1600 Load Duration Factor.. ., 1,25 1,25 APPLI D LOADS, , Use Live Load.on This Span T Yes Yes Uniforn:,,,,,, DG plf r' 64.0 6410 LL plI . ` 010 0,0 LL # t 251,00 09,00 251,00 629,00 X•Dist, it : 1,83 2,00 " Points.,,,,.,,, ?D,L # : 251,00 251,00 629..00% 629,00 X Dist, it ; 3,83 4,00 Poin>ri,, i! i DL # t 251,00 25L00 LG # : 629,00 629,00 X•Di"st, It 5,83 6,00 Point'.,:.,,„ DG # : 251;00 LL # t' 629,00 X -Dist, It : 7183 QUERY YAiAES ,,, Location ,, ft t` 0,00 0.00 Shear# t 1115 2.04 Moment k•in t 0,00 -45134. Deflection' is t` 0,000:- 0,000 (continued on not Paget,;:1 V4,4C1 (c( mvqt ENBRCALC MICM MOONRY, XH-0601576 �.. ,:.a`! ,... _ ....,r.w ..-.- ,.�...,.�,oyy�.,..w,a,.:-.,. wuw,.�:f�w wfi�; +.,-w..aw.ur-,^• .�`,, w-"--,«�� ':��„, „r";";1+row,� H,�we r'i,::{ ;'� ',"S'.,F.-,-w.w.w--uww. y, u,p'f""^,`aj�' --" rugs, rasa Type y i7flST (GBj1141AAizKA� CJb��j/p.D�y FOB� R59B376 19957 I D2 SCISSORS 3 (optlanal) WFIOCESALE I RL7K SALT 01 Ol �7 Tue Sap Z5 08 J5 48 iW age: s u-2BIT7•!GI a ,,P.- es, nc, ,•2.4.8 f - 2-01.15' 5.10.9 8.91 14.1.8 15-3•8 I i•z o z49 z-tt=t9 z-t0-+) — z-to•s 5 Scale:3/(4'=1' 4-7 ' l 3 6.00fi'£ i 4x6: 1x4 0 ( 2 4 { V4 11 5x8 9 3x5 , cy1 6' 3,00 r TT 3x4 24,85.10.8 14 18 24, 6.10 LOADING (as0 SPACING 24-0 Cst DEFL : In ;pec) "Oil PLATES; GRIP . TCLL 300 Plates Increase 1.15 C f.27 Vert(LL) -0.11 5.7 >999 M1120 197/144 TCDL 7,0 Lumberincreace 1.15, BC 0A Vert TL , •0.13 6.7 >906 -, BCLL 0,0 Rep Stress lncr YES WB -0.26 Horz(TL 0.08 5 nla BCDL 5.0 Code iUBC971ANS195 (Matrix) 1st LC L� Min Vde(I;= 360 W6lght: 621b LUMBER _ BRACING TOP CHORD 2 X 4 SPF N6.2 ON CHORD Shoathed or 4.6.3 oc pudlns, except end verticals: 80T CHORD 1 9 2 X 8 OF 1850F 4.4E LEGDGWN NOT CHECKED FOR'ANI� LATERAL L plied or 100-0 oc breGng. SPF No.2, BOT CHORD Rigid telling directly ap WEBS S Ws zeSP 55888/ 5 8P9=5811/0 THIS DESIGN SHALL BE REVIEWED AND APPROVED S REACTION Hone'9=•94(road case 3BY ECT ENGINEER OR QUALIFIED BUILDING DESIGNER Max Uplift'5=-111(load case ), 9z-80(load case 5 LATERAL LOAD AND LATERAL STABILITY. FOR FORCES(lbj - First Load'Caso Onl TOP CHORD 1.2--204,2.3=•1036 3.4=•1049, 4.5=-15i2, 5-0&37, 8.9=•5085 BOT CHORD 7.8.86! 3-7=1304 y+v y 0-41. � t WEBS: 2.7=88, 3 7ati57, 4 7+x•375, 2 8= 888 / � �0 0-4 . a w ,, I NOTES 1 This truss had been checked far nbalenced ioading condition`s. p a t 23 chord dash esti designed si psf bottom chord dead loadn�� trbfrom Mph Wri esoeeanllno�cn an voano)i rdastnegary I6.0 p�nodillon 1, L a � � , enclosed. building, of dimensions 60 R by 40 It with exposure C ASCE 7.93 per UBC971ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, thdy aro exposed to wind. ' If porches exist, they aro not exposed to wind. The 1 � lumber DOL Increase 1 1.15, and. the plate gtip increase Is 1,15 G 8 3) Thls inks has boon designed fora 10,0 pat down chord live load honc:ondlmpnl with any other live.psds par Table No, t&8, UBC.ng 4) eas 9 ei joint(s) 5, E wnsldore pareileJ to graln valubuIng ANSVTPI 1=1995 angle to &aln,formula. building designer should ;1actyaring sUaPe mechanical connection (by others) of trusstobeangplate capable o1 Wlthatanding 1,1716 uplift at Jotni 6 gnd 80 Ib uliftatJoinl 9.8) Tls truss hos Doan designed with ANS"Pi 1-1995 cn)erlo, oAD METS! standard aQfESSIq NO 9919 f~XP ,90-0d °q cAuWa�r 14tiiklJLVt: * 1+ci IJ1 design ) otwieter Gild PPAb ,Wtrs ON TMS AVD Pt ft 1St Sw r llh:PO t Wk Septernbeh 25,2001 ' Dislgn•rolid for use only wiln klTok ebpnedorsi ii hila design is baud onlyupbp pbreriiaiors showd, end Is W bn Individual — — --- Wi!dln0 6inp0ne6l to bo Inliallod and toadod VerltcalIV; Applleablllty'61 ddalgn petamelare and propafincorpoiaii0d bl yomponant is isaponslblllly at bulldlnp dbelpnnr not Hues daslpndK 9isolnp shoed is lot laislal loppen of jn oduol vrob }nombara'bnl�. Addlllandl lamparary 6iaclnp to Inedto elahlllly dudnp consiructloil le the laepopemlhry bl 1ho aracfoi, fir p manonl braclnp di iha oveiofj sinmiura Ie ibe rosponslblllly of the hl4idlnp daalpnor, For Oanorel puldsnoe AddIti at i� lapsrdlnp labiibatlon, gbnlllY conirof, "siargpo, da Ivo eioellod Doti hi0cfn , bgneuh:08T•es Ouallly elehdsrd, bsa• . t { tD encln0 epeahledton, Irhd ItIa�01 Handllnp Install�ilnn end Orwinp naeommmdellan avalloble ho'ip Trxlai i tri 1 0 yplde inelllure! sa0 e'enolrlo arlve; aledboh, WI sOtiO W& (nddshiesiik. N ' �.. T -.- — ,.- - „ ro •.w�,w -ww r + trrKv � rev +.ww,.�.ni .,;„�:.. eN!k�Y _..,,.,.-w,++uiyl-u,..-p- r,a,� wxw.�.:,,.mr •w.�u..w!.;:, .<•.,..•.wa.=»,T, w,.w-.a+.,..rx�•-7Hr++wv" ^, ••,r-Y!r• •"'i,.,. M1 s, I•n o r cuss Y \ 1 CONST: fG9jp1ARR RS" 8 6 I 19957 A [COMMON 9 1 �lnausa os, Tup a 1 ONwHOLESALE'TRUSS; SALT WIE OT" FR' ITS s u _ e Inc, Sep 25 D9i05i3T20ff1 age i" I.1 8-0 4 10.10-0 1511 12 I 21 8-0. P•10 i I 1.2.0 5 8 4 5.1-t2 8.1-12 5.8.4 1.2-0 40 = scale =1;44.4 6,00 FIT 1x4 rr 2 6 M 1 71+ r; 0 : 9 3x5 c 9 e 3x5 0 _i 5x6 y 3x4 7.0.0 14-0-0 _ 21.8-0 ` + { 744.0 8.4-0 7,84 -Pfe asea ,4f -I9 0• LOADING f�pps SPACING 2-" CSI - DEFL in (foe) Vdeq PLATES- GRIP TCLL tCDL 7.0 Plates Increase 1.15 LumberIncreaso 1,15 TC 0,48 BC 0,49 Vart(LL) .0.09 2.0 >999 Vert(TL) '0,14 2.9 >999 M1120 1971144 BCLL 0.0 Rep Stress Incr YES WB 0.17 Hort TL) O,Ov 6, Na BCDL 5.0 Cade UBC97/ANSI95 1st L ,LL Min Udell = 380 Welght: 77 lb LUMBER BRACING TOP CHORD 2 X 4 SPF N0.2 TOP CHORD Sheathed or 4.6.11 oc purlins. BOT CHORD,2 X 4 SPF. No.2 BOT CHORD Rigid coiling directly applied or 10.0.0"oc bracing.. WEBS 2X4SPFSlud REACTIONS (Iblalze) :2-999/0.5:8, 8=999/0.5-g Matt He2=00�load case 4) Max 1p f ft;2=w`ISO(load case 5), 6=•150(load case 5) FORCES(lb) - First Load Case On!v' . TOPCHORD 1-2=20, 2+3=-1401, 3 4-•1172+,4,5=•1172, 5 =•1401, 6-7=20 BOT CHORD 240239,8-9=856,"0239 WEDS 34:423, 49=307., 48.362, 5.8-323 DEPARTbV7p { IM NOTES f� [fr This truss has been checks,! for unbalanced loading conditions. 2 11This truss has been designed for Cis wind loads genamtdd by 70 mph winds at 32, If above ground levet, Using 5 0 pef top . a dead load 5.0 bottom dead load, 100 from hurricane 1 ED chord and psf chord mi ocaarline on an occupancy category condibon;( enclosed building, of dimensions 60 It by 40 ft with exposure 0 ASCE 7.93 par UBC97/ANSI95 If end verticals exisk they are + , The not exposed to wind. if cantilovers exist, they are exposed to wind. Ii porches axlst, they are not exposed to wind. lumber DOL increase is 1,15, and the plate ggr�ip Increase is 1.15 No. 3) This truss has boars designed fora 10.0 psf,Uottom chord live load nonconrwrron[wilh any other live loads par Table 16 0, UBC -97, 4) Provide mechanlcai conredion (by others) of truss to Wring plate capable of withstanding 150 Ib uplift a( joint 2 and d16o lb uplift at joint 8.. 5) Thls.truss.has been designed with ANSVTPI 1.1995 criteria, LOAD CAS ' E(S) Standard e EA. ° AY NO, 9419 > ExP 40-04 9 � CALitA WARNING • �cr Ifs Jesigrr Iurrmrlcrrr r.irtrrl iiCriD NATES ON TNiS:1,!'n REPERSG SWE BE URE USG September 25,2001 �C.T!OWWHOEI russ ru3s ype y Y W-TCONST COp1MON y 1 R5983620 ional'SALETRUSS SAT T MiEUTA1T8dT18 �" — — ar R1 s Juf S 200 OKTndustries;, nc ua ep:, 05 8 ZOOi :age 5.5.4 '{.,- 10.10-0 �, 15.11.12 ( 21.80 •� .p.4 4x4 - Scale =1:43,5 1-2-0 5-0.4 '5.1.12 5-,W2 5 •4 6.00 FI 10 N� 1x4 3 5 3 6 �1 2 3x5 _ 8 7 3x5 T 5xG - 3x4 7 8 0 14-0�0 21-8-0 7-8-0 , i. 7-8-0 8.4.0 7.&0 ._ `Piste 0 se s MMM LOADINGfesfl SFAdiNG 2-0-0 dst DEFL In ;(luc! Well PLATES GRIP TCLL 300 Platen Increase 1.16 TC o,48 Vort(LL) -0.09 2-8 >999 MII20 197/iA4 TCDL 74 Lumber Increase 1.15 BC 0,49 Vert(TL) •0.14 2.6 >999 , BCLL 0,0 Rep Stress Incr YES WB :0.17 Horz(TL 0,04 6 n/a BCOL 5.0 CodeUBC97/ANs195 tat LC LL Min Wall 4 360 welghtl76 Ib LUMBERBRACINU TOP CHORD 2 X 4 SPF No.2 TOP CHORD Shealhad oe 4.5•i 1 oc pUdine. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or i0•o-0 oc bracing, WEBS 2 X 4 SPF Stud. REACTIONS((Ib/eiza, 8=89110.5-3; 2 99910.5.8 Max Horz '2.82(load Lyse 4) . Max Uplift Bm,-94(load case 5), 2-160(load case 5) ; p FORCES(Ib)-Mrst Load case IoniywILDif�0,DF-PAS•'"' TOP CHORD 1 2-20 2.3x•1401, 3,4-1172, 4;5=•1172; 6.6=-1461 r BOT CHORD 2 Bd1239, 7 8=858, 8.7=1239r>;+`glt� � �'°�" n„# WEBS 3 8= 323, 4 8 362, 4 7 362 NOTES 1) This Was has been checked tar unbalanced loading conditions. 2 This truss has been designed for the Wind loads generated by 70 mph Wlnda x138 It above ground level, using 6.6 Oaf top Mord dead load and 5.0 pat bottom chord dead load, 100 ml from hurricane oceanline, on an occupancy Calooggory I, condilbn i enclosed building, of dimmnalons 80 fl by 40 ft With expos re C ASCE 7.93 per UBC97/ANSI35 If end verticals exist they are> not exposed to wind. if cantilevers exist, they are exposed to Wind. If perchas exist, they aro not exposed to wind. The lumber DOL Increase ls ,15, and the plategdp Increase la 1.15 3 This W ) U s trus s,has bean ° designed for a 10,0 psf botlom chord live load nonconcurrent;Wth any other liVo loads per Table fou. 16.0, d) Provide mechanical connection (by othors) of truss to boating phis r spable of Withstanding 94 ib uplift al]oint 8 end 150 Ib Upplift a: Joint 2.', 5) Thls masa has been designed vdth ANSlitiol 1.1985 criteria LOAD CASES) Standard * NO 9919 . CA��F�h 1. A tvl)t Iva•iii?rdesignittiliRnNFchsiutd7tG;l'iVf17CSoNTltiS;[Nkt2CV$h51s'b'lt1Ntl fd1tM.DSL' September'25,20101 baalpn valid lot Lsa only Wltn Orr k connecters, Thio design Is be sod bniy Upoh ash own, endis for an tndlviddel . iiVlltllnp component b be inirolled end lapdad Yonicahy, Apphdablllty of -Deign pe{aipolere end ptoptlf lncotpaullon of - -- -- — -- -- - - -. �' I gompopabl it fpepnnslbllity of bUIIdInO drsipner»oaf inial daelpnar, atpbinp shown Is'iat Waist rrupporl of Individual Addiilonal e'rmananti tktig o1 the avateli WUNura is Iha roe ehalbllll cote Wilda d Iho m 0. .entity bi aho station M We Mumbore Doty Addlilonel tomparary' bredns to Insert afebhhy during E. p p y of I, c bulldl 0 daalpeof, For general gUldrnca tepardlnp labripatlah, qurlitycohlrol, efaragr tlrlivery a(acltop and bolting, eodaUli 0aT fly 0Wr111� standard, CBs• Do areclhp BprcHldellon, end W8-91Hantllinp lnafatlrllon and ere'clnp nedommrnddlon 4yi11ablo Iron Truer Pleb inatlluly gas D'Onofr3d 0rlve, fAadiion, Wi 63719 MITek (ridusiflesr Inc, -r _- I"., I.y t,+ywy^f:u,'.'+d r--r r.!^Y,..,y..�,ww.-�w.www., ..w.wa;aa.....�,,.u.......-w..-�HW.F.7.cy.•,•,w•,w+..•,,..,.F'"',a,..,".5...' M•�r•,w.cyay,+,a*'�..... "r�`.,`.'�i-":3Y:'y"wy .,` ,. '� o TNss n,ss type a y� Y A-1 CO ' S'1 jGB}WfARrc7�1"- r{ [rT s R59g383 19957 A2 COMMON o�ionel IONWFIOCESACE TRUSS; SArr1A UTAH'B4411 4.20r S.. s _ u ek n us„ es,Inc. true ep 25 09105 3B age {t`1-2-0 5.8.4 1o10-0+ 15.11-12' I 21-8-0 22.1 O•' 1.2-0 15-84 G 1x12 6.1.12 5-81 1.2,0 04 - Scale, 1/4"=I' 1x4 it � 10 Il 8 8.00(12- 194 al 6 1x4 II 9 10 it ' S 1x4 IL f 1x4 11 4 10 j 3 1xd11 1 2 12 1W. W c � 3x4 � ._ 23 ,. 22 21 2D 19 18 17 ie 15 _ 1x4 jl 1x4 jl 30. = 1011 ix41i 1x411 1011 1x411 10 it 1x4 It 7-8•0 14.0.0 21.8-0 - ,7-0-0 .'6.4.0 7-0-0;. LOADING (pat, SPACING 2.0.0 CSI DEFL In (ke) 11doll PLATES GRIP TCLL 30.0 Plates Inereaso 1.15 TO 0.14 Vert(I.L) n/a - , Na M1120 1971144 TCDL 7,0 Lumber Increase ,1;15 BC 0,04- Vert(TL)) 0 01 1 >909 ' SCLL 0,0 Rep ) Stress YES WB 0,08 Horz(TL) 00012 BCDL 6,0 Code UBC971ANSI95 (Matrix lot LC LOW Vdofl a 360 Na Weight: 8811 BRACING TOP CHORD '2 X 4 SPF N BOT CHORD Rigid ceiling directly applied or.10-0-0 BeLUMBER o,2 TOP CHORD Sheathed or 6-0-0 oe purlins. BOT CHORD.. 2 X 4 SPF No,2 bra ng, OTHERS 2 X 4 SPF ,9tud REACTIONS (iblslzo) 2,222/21.8 -0r20=4/21 -B-0, 12=222/21.8-0 18 153121.8-0 19=165121.8-0, 21-- 1 1-8-0, 22-15-5/21.8.0, 23=209121 8-0, 17=167121,8-0, 116 -11'71 -MI -SIL 0, 15-155/21 8-0,10210/211-8-0 Max Herz 2=60(load case 4+' Max.Grev 2=222 load case 1 ), 18- 3(load case 2), 12=222 (lea case ,3 214- 24 led case 5); 22=-35(load case 4 234 to da v 4)� oad se 22-12(load case 6), 2=13(lo load case 6),1742(loadad pso' 144 24(load case 3) Max Uplift 77-829(` ad case 5),12=-61 118$3 I/oad�rase 195 335(load cease 3)18=153(load case 1), 19=172(load ca 2 4 68(toad case 1 �(5),) ( - ) 1 = ( 1), 164165(load ca�syel7l _ 7, 8 171 load rasp TOP CHORD 1�2 t39 2 Case 2B 3ad,41-y55 45-•50, 5 6- �1, B•7 -u1 7 8=•51 8.94 u1, 9 10-•50, 10 11-.55,, 3�7ae9 '11 12 88112.13439 TY'k'A BOT CHORD '4 23=18, 22.23=16, 21.22416, 20.21=18, 19.20=16, 15.19=18,1 '18=16, 18 P 17=1is, 1518=18, v R' .14-15=16,12!14=16 WEBS718=-133,6-19=•147, 5.21=•151,'4224.137,'3.23=•183,:9-17a-147, 9+164-151, lo -15--137, 11.144.182: � NOTES 1 Thls tNss has been checked for unbalanced loading conditions. 2; TRWs truss has been designed for the wind loads generated by 70 mph winds at 36 If above ground leval, using 5,0 psttop chord dead load and 5.0 psf bottom chord dead load 100 ml from hurricane oceantine, on an occupancy cat cry I, condition I enclosed building, of dimensions 80 it by 4011 with exposure C ASCE 7.93 per UBC97/ANS195 If end vonirals exist, they are not exposed to wind.. If cantilevers exist, they etc exposed to wind. If porches exist, they ale ttot exposed to wind. Th9 .'lumber DOL Increase Is 1.15, and the plate gdp Increase Is 1.15 3) Truss desiggnod for wind loads in the piano of the truss only. For studs exposed to wind (normal to the faco),'see MITek ; Standard Gable End Detall" 4) "Gable requires continuous bottom chord bearing, 5 Gable studs spaced at 2-0-0 oc. E 8 This truss has been des_Igned for a 10.0'psf bottom chord Ilve load nonconcurrenI with any other live Toads perTable No. 18.8, LBC -97. 7) Provide rtlechanizal connection b otphers) of truss to beads late capable of withstanding 61 Ib uplift at joint 2 61 Ib uplfH at Qyf j"G 0 11 upliftatjoinl 18, 3511 uplik((ayt J=int 16 and241b u lift at 14. 71 joint 12, 32 lb u TIO at joint 19, 36lb'u lift at joint 21, 35lbuplift at joint 22, 24 Ib uplift at joint 23j-29 tb uplift at Joint 1 8) This truss has been designed with ANSIITPI 1.1995 r�iterla i No. aat9 LOAD CASE(s) StandardXP -30iK) A C/dl���P r L r tVA1;,y1,�VG lcfljl 1r['qure[drs u[r! R✓:dD !VOTES 0,1' THIS AND REVCRSC SIDE BrrouE USG September 25,2001; - kldsigi[ r Dealn valid for us only • with stlTsk connectors, Thle design ie based only upon paramotarsn show, and is for an Individual e e , buUtling component to ba installed and loaded vnrticaliyi Applicability of design parameters and proper incorporation of componept Js tosponsiblllly of I uilding designer- not troea'designer, Bracing shown la for lateral suppon of Individual :veli members only, Additional temporary bracing to Iniura stability during construction is the tsepons:01ty of oractor. Additional permanent bracing of the overall structure lathe responsibility of the building osslgner. For general guidance '.. rogardinp fabrication, Quality coolra[, atorago, dolivary, arection, and bracing, consulCOST•es Ounllty Standard, use e9 Bracing opeolilosllon, and tUB•)1 Handttng Installation and Brscing necemmendetlan available from Troia .t Plate Institute, 683 D'Onolrto.Drive, Madison, wi 33719. MlTek Industries, IDC. f E _ S©pt_ emb 25;2001 ' Nag r!,sa ype Ply, A01sT.-P"MK R598365 � j 19957 B1 ���_JSCISSORS 2 1 q lienalT , :2 a u ! e, n, us es, nci ue a 2509 05id0 70 a90i'P e. i'-/cCTIO! . WFjOCESACETROSS BAITlRl7TAN eAi1B P 7.8-0 16.4.0 10.6-0 , e 7-8.0 7.8.0Scajo =1'30,4 2 l ° 6.00 rig" 5 1 5x6 3 �4'; a x 3.00 rTT 3x4 zz a-0Pi to 4-0 7.8.0 7 e o LOADING (psfl SPACING 2-0-0 CSI DEFL In (Ix) UdeO PLATES GRIP 30 0 Plates increase 1.15 TC 0.98 Vnn(LL) 4.16 3•fi >999 M1120 197/144 TCDL 7.0 LumberInlxease 1.16 BC 0.64 Vert(TL) -0.26 3 `J >002 BOLL 0" Rep Stress lncr YE3 WB 0.27 Horz(T4) 0.09 3 Ne BCDL 5.11 Code 'USC971ANS195 1st LC l Min Udeft = 360 Weight; 41 Ib 'LU BOT BER BRACING TOP CHORD 2 X 4 SPC No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 ac bracing. CHOR.:t 2 X 4 SPF 1650E 1.4E TOP CHORD Sheathed. WEBS .,. 2X4SPFSlud REACTIONS (tIb/size) 1=62510.5 8, 3=73310.5.8 h,ax Hoe 11 - 4((load case 3 Marc Uplift 1G6G(load ca..5;.3=_121(load case 5) FORCES(lb)) - Flrsl Load Case Only OUVE ICO xt� k 41 TOP CHORb 1-2>=-1272° 2.3=-1272, 3.4=10 BOT CHORD 1.5=1160, 3.5=1160 d y.�Yyy_ �y WEBS 2.5=837. BUILDING ING DEPARTNm a °). NOTES 1) This truss has beena.,Jioaod for unbalanced loading conditions. �s ((rr�� �e g�aaa 2 This truss has boon designed fat the wind loads generalud by 70 mph winds at 36 R above ground level, using S.0 psf �q g ►�+ chem dead load and 5.0 psf bottom chord dead load, '•100 mi from hurricane oceanilne, on an occupancy ceteAory I, con ltion I A 0 4a° Wry enclosed building, of dimensions 60 ft by 40 ft vdth exposure C ASCE 7-93 per UBC97/ANSI95 If end vorlical6 exist; they aro not exposed to wind._ If cantilevers exist, thot are exposed to wind, If porches exist, they are not exposed to wind, The lumber DOL Increase Is 1.15, and the plateoor,(p Increase is 1.15 3) This miss has been designed for a 10.0 psf bottom chord live load ponconcurrent with any other live loads per Table No. 16.13, UBC-97. 4) Boating at)oint(s)1, 3'considers parallel to grain value using AN3t/rpl 1-1995 angle io grein fdhnula,• 46ullding designer should; verify capacity of beating sdrface. 5) provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 Ib uplift At Julnt 1 and 121 Ib tiolift at Joint 3. 0) 1 his truss has been designed with ANSI/TP11.1095 eriteda. LOAD CASE(S) Standard: NO. 9919 q CAlKO 001 T111Sr1rVD REVERSE SIDE; BEFORE USC � September 25,200 $aelgn val!d for use only w111f.MILk ronneelora. This design Is based only upon parameters shown; and Is for an Indlyiduat building component to be installed and loaded Jartically, Applicability of design, parameters and proper Incorporation of ' cornponent is raaponuibuity of handing designer- not truss deslgnar. Bracing shown is for lateral support of Individual web members 'only, Additional temporary.bracing to Insure stability during construction Is the responsibility al the erector. as Additlonat pormenent braeLig of tha ovaralt structure fo the rospansibll,llly of the building designer. FbrgoMlM guldaneo regarding fabrication, quality control, storage, doltvetj� erection, and bracing, consult:OBT•e9 Quality 4tanderd, 1150• an arcing Spsdlleatlon, and 11113.91 kindling installation and Bracing Recommendation availabh, from Truss Plate InatltuG, 608 D'Onotrlo erlv4 Medlean, WI 57719 ! MAk Indushim Inc.> T � -sg �Q Y =fi"Ci31J5T.IGB)•MARK A •� �.. R598366 199!"70n 82 (SCISSORS 1 1 (opttonall �ESMS7RUSS, SAI'' L7�EUTAWW , 0'j - S s u ek In3us'tnnos`, inne.. fu—e Sep 2509 05x93 age 1- 2-0 1-8A S a —L 164W 14 1r2 0 74.0 7 e 1• Scale 04 3 1z4 it 1x4 II 6,00 (fz Ix4 ii 1x4 1 1x4 II 5x6 tt 1x4 Il 4 2 1x4 11 1x4 11 5 i 30 : 3 00 (i'2 30 7 9-0 15 4.0 1 7 6-0 7.8-0 LOADING ( sp SPACING2-0-0 _ CSI BEFL In (loo) udefl PLATES GRIP TCLL .(t Plates increase 1:16 TC 0.98 VedILL)' 0.16 4 8 >999 MII20 1971144 TCDL 7.0 Lumber Increase 1:15 BC 0,54 Vert(Tl) -0.26 4 8 >892 BCLL 0,0 Rep Stross Incr YES WB 0.27 Horz(TL) 0,09 4 Na BC 0,0 Cne "UBC97lANSig5 1st LC LL Min Well =' 360 NlolghL• 4a ib LUMBER TOP CHORD 2 X4 SPF'1650F 1.4E TOP CHORD Sheathed. BOT CHORD 2 X 4 SPF No.2, BOT CHORD Rigid calling directly appiind or 10-0-0 oc bracing. WEBS 2X4SPFSlud OTHERS 2 X 4 SPF Stud REACTIDNS tlWsize) 2=733!0 6$, 4n73310.5$ Mex Harz 2= 44(load case 3l .Max uplift 2=-121(load case ), 4c•121(load case $) 001 . ,+ FORCES(lb1 •'First Load Ca, Only e„+ TOP CHORb 1 2:08, 2.3=-1272, 3 4e 1272, 4.1 =08 p� g i' BCT CHORD 12.6"1160, 4.6=1160 yS Wk-BS 3.6-637 ri3" �1M 1) This truss hasbeelr checked for tinbalanced loading condi NOTES conditions.. 2) This truss has been designed for the wind loads generated by 70 mph Winds at 36 It ubove ground lsysl, using 6 0 pst lop enclosed building, of dimensions 60 chord t b��40 (t Wilh oxposur�e C ASCE 7 93 par UBC971ANSI95 If andcverticals exist, thconey are _ not exposed to wind. N cantilevers dlst, ahoy are expoced,to wind, If porches exist, they are j of oxpaso to wind. Tho lumber OOL Increase Is L15, and tho plate gdpp Increaso:is 1.15 3)' Truss doslaned for wind leads In the plane of the truss only. For studs exposed to wind (normal to the taco), see MITok ' )) Standard Gable End Detail" 6) This truss been designed for o 10.0 paf bottom chord Imus load nonconcurtent with any, other live loads per Tabla No. id-Bi UBC-97' 6) Boating et Jolnt(s) 2 4'conaiders parallel le gfaln t+alue using ANSVTPI 1-1995 ang)o to grain formula. Building doildner should Uedfy oapacityof bearing surface. L _ . -.--'- L-- __ _r_r_ ____e,_ e,.Air , i, 434 ik u"ue hi Int"t 2 and 121 1h I e runs Truax yp- r y=t'cDNsrccs)nrARKc1.—,. { 19957 133 COMMON 1 1 R598367 � o lienal n aorta e Induslno (c ue ep : 5.°41 2 age ACTfOFfWFlO SALETRU5S, SALTL'A EUTAIi'649'f8`�""" A�Uf—SB1 s u 4.5.0 7 9-0 10.11.0 15 4-0 111113-0 , 4.5-0 3.3-0 33-0 4 5-0 1-2 0 06 II scale '=1;31'5 U0 rfT 3x8 3x8 2 4 .I 5 c8 5x12 9 8` 7 5x12 412 l,10x10 = 412 11 4S-0 7 9-0' 10511 0 16-4-0 - 4s-0 _ 373.0 3.3-0 4.5-0 r '-Ps" 9 se 9 • , - LOADING (s SPACING 2-0-0 CGI OEFL in (loll Udell PLATES GRIP TCLL. 30.0 Plates Increase' 1,15 TC 053 Vert(LL) -0;18 88 >999 M1120 .197(144 TCDL 7,0 Lumber Increase 11;15 BC 0.50 Vert 7l -0.22 8 >812 BCLL OA Rep Stress loot NO WB 0.01 Horz(TL) 0,05 5 n1a ©CDL 5.0 Code UBC971ANSI95 1st LC LL On Ude9 = 380 Weight: BO Ib LUMBER BRACING r TOP CHORD 2 X 4 SPIT No.2 TOP CHORD Sheathed or 1-10 3 oc purlins. BOT CHORD'.2 X 8 DF 1950F 1.7E BOT CHORD, Rigid ceiling direct) applied or 10-" oo traolrlg. WEBS 2 X 4 SPF Stud *Except* 3.82 X4 SPFNo.2 REACTIONS (Iblai7.6) 1=354010.5.8, 5=364810=5.8�'� r i'9 Max Herz 1R-72(load casn 3 ` R"� Max Uplih'1= 348(load'Sase 5), 5=-401(load case 5)4 BOT CHORD 1-9 =5096, 8.9=5006, 7-8-5096, 6.7=5098 TORCES(Ib - 11-2=-66K First Load Cas- Only, TOP CHOR2.3=-3982, 3.4=-3962; 4-5=-5898,:5.6=24 / • ly WEBS 2.9=1495,3-8=13303.4-7=14051! 2.8=-1846,4 3=•id46 NOTES 1 This truss has been checked for, unbalanced loading conditions.2; This truss ha0 been designed for the wind loads generated by 70 mph winds at 3611 above ground level, using 5.0 psf lop chord dead load arid 5.0 psf bottom chord dead load, 100 ml from hu•ricane ocoenline, on an occupancy, category I, condition I einclnot expo^od to wind. If cantilevers axis , they are exposed to wind. If perches exist, they are 5 I( end ve to wind, exist; they are Iumberc L Increase Is 1.16, and the plate rip increase'ls 1,15 not exposed to wind, Tfle V40 g 3) Thistruss halsibeen designed for a,10 O, psf bottomachord live I ad n nconcuman with) ny other live loads per Table No, 18.8, Po UBC -97. 4) Provide mechanical connection (by'others) of trusu to bearing plate capablo of withstanding 346 Ib uplift of )otnl 1 and 401 1b uplift at Jolnl 6. 5j This truss has been designed with°ANSIrrPI 1-1995 criteria. 8)"Girder carries tl0•In spans): 19.1.8 from 0.0-0 to 16A-0 LOAD CASES) Standard E°k Regular. Cumber Increase 1 15, Plate Increase -1,15 1 IJn omlUerl 1 5=402.0,14=44.0, 3.8=-74,0 NO. 9919 . - EXP 7� I NIP )VARN/A'G - Verffi' rfesiglr pr rnfrrr lehs,rrrul R6r1D VOT1i5 O,V TNIS A,Vb REVERSE SID.' /lrxORE USF' S13p10mbf3r25,2Q01 0asign voild. for use only Ylltk MRak connodots. This design is based onlj upon paromelars shown, and hi for an indlvlddal tiullding component to bo Installed and loaded vdtlleadi. Appileablllly, of design paramolors and proper: Incorporation' of componant la rospunslbllily of building dosipner- not truss: designer. Bracing shown islor lateral suppon of lndivlduol rtob members only. Additiona�lompo uy bracing to Insure stability during construction is the rseporm16111ty of tha erector. ru Addillonal parmonanl bradngpl the evomh structure is ihsraeponslbllllQ nl Iha building dedgnor. Porgeneral guldadce regarding (abl-I on, quality, genital, etorego, delivery, erection, and bracing, conau110sT-9s Ousgly Standard, Ds0- 99 Bracing IC, ic. on. and HIO.91 Handling Installsllon and Bracing Recommandallon aYoliabie irons Truss 191 plata inalllutq,603 D.'r elrlo Dtiva, A1edhOn, wi 66719' MiTek IndustneSs Inc. - , Truss ly A=1•CONST.-(GB)AfARKA o russ ype y 98398, 19957 (SCISSORS o ti0nal) p •200i-Aage 1 _ 0I4VIIHOCESACETRU85; SACP17{RE UTAH D41i8-4301� SR1 s u OtTfA�(Te nus n3-1 es c: Tue Se 2ti08 05 21 'wZO. 66.0 13 9 5 1tl 13.18.8 1 18=3.6 22.8 2r•9.0 38.11 q I 1-2-0 6-0.13 4-4-14 44.14 4dl-14 4.414 5-0.13 1.2.0' Scale 1:51.6 t,X4 II d 6.00 r ` 5 gPg r 5x6 i SXB l 4 6 1X4 4:z 1Y� 7 '2 12 x4 8 0 `{ 1 3x4 �+ 3x6 3.00 f1'£ 3z8 I t 73.3 13.1(+-8 ' ,� 2os•13, 27.9.0 0.7.5. &7S + 7-3-3 7-3.3 , _ _13155!os1� s :..- O i�T[d_1T3-00i f80 3-0D 3-0j jB 0 27iAt-0 LOADING ((upsf7; 8PACINO 2-04 CSI DEO In (I. Wall PLATES GRIP TCLL 30.0 Plates Incioasa 1.16 TO 0,93 Vert(LL) -0.43 1f1 >789 M1120 1971144 TCDL 7,0 Lumber Increase 1.15 BC ,0.93 VeH 0.69 ti >552 13CLL 5,0 Cadn ss Incr YES WB 0:79 let . ) 0.44 0, Ne f BCO 0,0 Rep I Stress C97/ANS195 let LC LL'min Vde9 = 360Vtfeight! 9916 LUMBER BRACING TOP CHORD ,2 X 4 SPF No.2 TOP CHORD Sheathed or 2.3.10 oc pUdins. i BOT CHORD 2 X 4 SPF Na.2 BOT CHORD Rigid caking 6rectiy applied or 10-0-0 be bracing, YVESS ,2X4SPFStud REACTIONSGulsks) 2°1264/0.5-a, 8=1254(0.5.8 ax Herz 2475(load case 4) Max Uplift 2-»177(load rase 6), 8=•177(lo3d case 5) FORCES(Ib) - First Load Casa Onlyy �� TOP CHORD 1.2*18, 2.3Q-3835, 3 4==3298 4.5=•2418 6 8�-2418, 8.7--3298, 7.6-3035i 8.8=18�r BOT CHORD 2.12=3291, 11-1222860 10 -111=2000,11 -ib -3291 WEBS 5-llri832,3-12c-266,4-12,304, 411=-840,0-118.640,6.10i3304,7-lo=•255 NOTES WILDING DEPARIWENT 1 This miss has been chocked for unbaianced loading conditions. r 2; This truss has been designed for the Wind loads generated by 70 mph winds at 30 fl above ground loves,'Using 6.0 psi to 4� chord dead load and 5.0 psi bottom chord dead food, 100 mi from hurricane oceanline, an an occupancy calo�ory I, con Itoni 1 , „ , e::` -sod building, of dimenelons 60 it by 40 It With exposure C ASCE 7.83 per UBC97iANSI95 .If and voHica s nxist, the am y . not r. ;posed to wind, If cantlieVers'exlst, they"are exposed to wind. If porches'existi they bra not oxposed 10 wind, Tha' -' P 9umber DOLincroase Is'1.16, and the plate gdpincroase is' 1,16 3)'Ttrts trues has bean designed for 810.0 list bottom choM IIVe load nonconcurront with any other l(va loads per Table No, 1(Br 1 4) (Van nncgapa)clty of bee8ri g surface. (o gmiri value Usirig ANSVrP) -1995 angle to gmin formula. Building dastgner shoUk) l UppBC•97, n1 �Th�a((1yy1ni aw,nAwe�lwpn'dpslnnnd wish"ANSlITp11:1 gg5 rliledo 1771b bpll8 at Jolnl 2 and 1771b 5) Pmvlde)mechanicaI connacUon (by others ) of truss to booting plate capable of withstanding ( s- ; it ::1�u-l,:w.vWw �wnwE::-�+aww,:...ra +m.«w�.,. u-nmwlw,r,x.—.-a�,.0 wr:..,,_.. r,prr. �-1s ..:.:. ,..''4"1,+.. "�„`: .;.., ,,,r4r.^•�.,' ,. `ll , Jot) Truss`,. ruseypa-- -- y ly ONST7(G5)TAARR71t 19957 C1 iSCISSORS 13, 1 8588339 i. OD1 M(TeJ(conduslaesInc.06 Se DOTTa CTIONWFfOL -SALE`TRUSS, SALTl71RETijA7i8Aii8`"-" --"" 43 P 15 D9 O5 43 2 __ 8e 1— ....i '6_4_2 8-0-0 121.06 : a { 14.1.14f 188.11. 23.7.8 _ _ :. .;4,•1.8 :...: .:8.1.2 4.4-14 44-14r.11-14:...,. S-0.13 1.2.01, '.. 44 _ Scale =1:53.8 30 -I�; 5x5 2 4 6x12 r,1x4 1 s 10 6' B� 3x5 3x4 zz 7 ' a«a, 12 3,00 Fff 31 1.11 _I B-8-0 - 73.3' LOADING (psi SPACING 2-0.0 CSI DEFL In (loo) VdeO PLATES GRIP TCLL 30,4 Plates Increase 1,15 TC 0.38 Vert(LL) -0,23 B-9 -999 M1120 197/144. TCDL 710 Lumber.lncreaso `1.15 BC '0,81 Ved(TL) -0,33 B-9 ?847 BCLL 0.0 Rep Stress Incr . YES BCDL b.0 Code UBC971ANSI95 WB 0,52 (Matrix) Horz(TL) . 0,25. _ -8, Na 1st LC LL Min I/dro - 300 Wel ht,P92 ib 9 LUMBER BRACING TOP CHORD 2 )( 4 SPF Not TOP:CHORU Sheathed or 3-1.4 oc purlins, except end'Wrilcals, BOT CHORD ,2 X 4 SPF No.2 BOT;CHORD Rigid ceiling dlredly applied or 10-0-0oc bredng, WEBS 2 X 4 SPF Slud •Excopt• 1.12 2 X 6 DF 1650F' -1,4E LEGDOWN NOT CHECKED FOR ANY LATERAL LOADS. RcACTIONS(ItYsize) '6-1085/0.5$,12=970/0.5.8 THIS DESIGN' SHALL BE REVIEWED AND APPROVED MMax Horz 12=•138(load case 3) BY PROJECT ENGINEER OR QUALIFIED BUILDING DESIGNER Max Uplift [6=157(load case 5), 12=•104(load case 5) FOR LATERAL LOAD AND LATERAL STABILITY; TORC HOR ,1-2 Load Case Only � � TOP CHORi) 1 2=-1444, 2.3=-1797; 3.4�-179!3, 4.58.2702, 5-8=-3050, 8.7=37, 11.12=-970, 1-11=-988 BOT CHORD ,0.11=174, 9-10=1828 8.9=2248 B•8=2702' WEBS 3.90212, 1.10-1060 200=-813, 2 9-48, 49=-057, "318, 5.8=-274 NOTES iJUpDNDEP!( MM ssignedf or unbalanced 2� This truss has been chockeddllooads generaratedlby 70 mph winds at 38 it above ground level,;usinegg 5.0 psf top r t t 11 chord r dl=nsions 60 chord wilf�exposure from ori ed but ding t ao 7 OV AShurricane of byy it 93 per USC97/ANSI955 If endcverticals exist.they ard' � K� °+ not exposed to wind, If cantilevers exist, they are exposed to wind. if porchas exist, they are not exposed to wind. The 1. lumber DOL Increase Is 1.15, and the plate grip increase is 1,15 , 3) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent wlth,any other live loads per Table No. 16-B, UBC -97, 4) Bearing atolni(s) B, 12 considers parallel to grain value using AnISVTPI 1-1995 a to grain formula. Bullding designer ,An„ should vedy rapacity of bearing surface. 5 ) Provide mechanical connection (by others) of miss to bearing plate capable of wi(hstanding 15Band uplift at)olnt e d 10416, lliflatjoint i2. .19 W (1) This truss has been designed with ANSVTPI 195 ctitor(a. LOAD CASES Standard (� No. 9919 EXP .90.04 :�I& WARAIlkG - iiWt% dncrm, ;r:,rnut.,ra.a n.,d nc.r n i tn•rcc nxt rutc.t vn net+r. acs rinr nrrnur nrr Qe.,le...{,e. 0A wn+ l 'CONST (GBjIOfARK'A1 �:96676 TE115e Nsg type �P=y R598370 I C2 COMMON �--� (1 iona( ' TT O W OlESALE TRU_S" 57EU1TIfl 84118"20V1—SR1 s 7uT8•Z00TI�I , e nus es, nc. Tua Sop 2509:05�3`200T -2001-Page i N_H t t -0SA I 7-6-a F 14.1.8 �{: 21.4-0 ?2-0'a 6.5-0 74.8 , . &6.0 7-24 1.2-0 494 = Scale =1'55:0 6,00 n - 2 r 5x8 5x5 3 1 p� l ` 4 5 0 7 2X4 II 5x8 e-6-0 64.0 � 11.7-01-7 214.0 i 6-5-'o 3 4 e 8•3-0OcO-0 -Pfe a se s030i`[4�i'2�i�E ' LOADING (sn SPACING 2_" CSI DEFL In;' (too) Udell PLATES GRIP TCLL.0 Plateslncrease Y.15 TC 0,88 Vert(LL) -0.22 48 >999 MII20 197/144 TCDL 7.0 Lumber increase 1115 BC 0.72 Verf(TL)) -034 - 4 8 >735 BCLL 0.0 Rap Stress lncr YES WB '0.24 Hcrz(fl) 0,031- 4, nla BCDL S.0 Code U8C971ANSt95 1st LCL Min Ude(f= 380 Weight: 041b LUMBER BRACING 2 X 4 SPF No.2 •Exceppt• TOP CHORD Sheathed or 4 0 8 cc pudins, except end verticals: 1.2 2 X 4 SPF 1850E 1,4E BOT CHORD R g Jn9• TOP CHORD igid ceilin i directly applied or 10-0-0 oc bran BOT CHORD 2 X 4: SPF No.2 WEBS 1 Row et rp dot 2:7 WEBS 2X4PPF ,Stud REACTIONS- w/ 5.8;4-98810.5-t) Hoe 8 Ih'she) 8=6880 load case 3 rx Max Uplift B=•t00(load case s;, 4=-141 case 5) FORCES(16�• Fimt Load Case Oniy: BOT CHORDVO 7-8-0316.7-689,4805248 4-t` 20. 1 8? 864 WEBS 1.7=1558, 2.7-400, 2.8=513, 9.8.!-435 0 NOTES TT �+ 1 This truss, as been chocked for unbalanced loading conditions: 23 This truss has been designed for the wind loads generated by 70 mph winds at 35 k abcVe ground level, using 6,0 psi to���n F1+ chord dead load and 5.0 psf bottom chord dead load, IOU mi from hurricane oceanline; On an occupancy category I, con fy+3 encased building, of dimensions 60 k by 40 It exposure C ASCE 7.93 per USC97/ANSI95 If and vorticals exist; the r not exposed to wind. iIt canilievers exist, they aro exposed to wind. if,porchc• exist, they aro not exposed to Wind, The ` lumber DOL Increase Is 1.15, and the plate gdp Increase is 1,16 fpm. 3) This truss has been designed for a 10.0 psf bpttom chord live load noiconcutrent With any other live leads portej. a No: 16-8, APPROVE UBC-97; 4) Pmvide mechanical connection (by billions) ol,truss to txtaring plate capable of Wihsianding IDD Ib uplik at )burl 0 and 141 lb UpIlk 6) This Iruss:has been designed with ANSLITP) •19IJ5 cniloda, LOAD CA3E(S) StandardE 4g'►�pONG�'ll i NO� 9419 rrxn •uoa� �k ti4iii c'INc : 1/drf�1 rldst�9 jrUuritetirs�anr! RG{ip �'177GS UN 7HIs t1 VA n�Vcir.SP 51tl1 UCfil7RC Ust' $13ptember 25,2001 Ueeldn valld lot use 60V With Mask connoetars. ThL'doelgn le bood'only upon patannWri showi, and Is foF on Indlviduat `bulldlnp component to bi 1hiliailod and loaded bonloaliV;Apptioabftlgr p).deslpn penmata„rc End pJopor 166'rPorall6n or -. `�,.mn,.,,�ni 6:nsnhnslhillW nl huddlnn dnannai_ h.1 idltis dosinhoi. rhetlnn shown is tot Waial sliopod bllndlvlddal. .. . . � .. �... 4 "8•' M J`.,+.K.lewwe•,,,,wwwwww�ly..., ,w,.:.w. �., ' �"�"�, sv xw,1 �.•+.., ... ;-'rn:`5 -"� "'"M.v.- ,� �"--, vr-x.y-=u«.•w,-w,.w:..�.-,�-�.,�i.-�•"=ytwr......,� t w,rw� •-�y: ;-..�... .�ngwr tJ05-.,w-=- Fuss -- Nas ryPe`" " " ,° y ly __('A.rc NS �G8) MARKW11 ,—.—.."•.,.a°- R596371 19$57 f C3 COMMON 1 o tldnal „ ((pp ACTIOjgWNOLESACE TROSS SAl A71'84 Ol SR1;B Jul 001 M e ndtisl es, na. _ ue S'a-25 09iQ5 d4 26ff a e , i 44.0 h '�� 7.5-0 '' _.14.1.8 I.. 21-0-0 22.8.q, e•5-0 7-5 B 8.8-0 7-2.8 1.2 B 4x4 Scale,.="1:59,2 6.00'ri2` 5 '1x4 H1x461) i 1X4 11 1x4 11 4 1x4711 1x4 11, 1 2x4 3 3x4; 3 1 2 6 91x4 II 10 1x4 11 1114 11 # 12. )131 / ...= . 25 24 23 22 21 20' 19 16 17 18 15.3x4 2x4 I.. 194 11 194 II 1x4 II 1x411 5x6 1x4 11 10 11 1x4 I) 1x4 II 1x4 11 8 5-0 34.0 11.7-0 21.4-0 I 860 340 83.0 "-a —� -pro's sag " 1BA. ---- LOADING (,•1sn SPACING 2-0-0 CSI DEFL In (too) Vden PLATES GRIP TOLL. ' ' 30.0 Plates Increase 1,16 TC 0.14 Vert((LL) We Na; M1120 197/144 TCDL 7.0 Lumberincrease 1.15 BC 0.07 Van(Ty 0.01 13-14 >999 BCLL 010 Re Stress Inc- YES WB 0:15 Horz(TL) 0.01 - 13 da. 9 OCDL 5,0 Conde UBC97/ANSI95 Matrix let LSC` LL Min Uden -380 Wel hh 163 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Shaathod or 6-0-doc purilns,: except end verticals. BOT CHORD 2 X 4 SPF No,2 BOT CHORD Right ceiling dlredly appiled or 8.0-0 oc bracing, WEBS 2X4SPFStud OTHERS ,'2X48PF,Stud REACTIONS (Ib/size) 26=48/21.4.0;18=170/214.0. 13=*/21.4.0, 21n164/214.0, 22=1670.4-0, 23=173x1.4-0, 24=143121.4 0.20=170/21.4-0, 18-16a/21-4-0,17=168/21-4-0, 10=170/214-0,15--136/214-0 Max Harz 25=-160(load case 3) Max Uplift 25=-18((toad case 3 19 35(load case 5 , 13=-42(load case 4 22-27((load case 4j, 23�36(load case b), 24-,wW(load case 4), 20=•29(load case 3; 18;-34(load case 3� 17 30(load case 5 18 •39(load vaso 3) 15=-7(load case 3) f 25=48(1 load case ), 20=17 (load cess ) 18=188 ad case 1 21-184(load case 11111 , 22-173(load ca23=173(load case 1 , Max Gray 25=48(Ioad case, , 19=170(load case t) 13=190(( 1), 66 se 6),)113366 load�a 6 6 7 load case ),17F186(load case 1 18-17 (load case 7 FORCES(lb) - First Load Case Onl, - j3ul TOP CHORb 1.2=23i 2-3x32,2-4-47, les=30, 5.6 36, 6.7=+�, 7.8=•32; 8.9=34, 9-10-•32,10.11=-32, 1IA2m-31 0 12-13m-35. 13.14=39, 3=31211-220,26-21-0. 40 t j � O S WPM s 5t ebj' CHORD 24 25=3 23.24-3, 22-23=3, 21-22" t ,20 21=3, 1,9.2Q=3, 18+19=-1, 17-18 1, 16.17= i, 15.18=•1, X �r { WE 11 16=•152,12-115m-131li-1 18-148, 10.17=•147, " t r ` xs BS 5.21- 144, M22=-148, 3 23=•152, 2-24=-129, 6-20-149. 7-19 -150, 8 r{ � se " =1Iau e NOTES 9 1) This truss has bean checked for unbalanced loading conditions. 2 This truss has been designed for the wind loads generated. by 70 mph wins at 38 ftabove ground level, using 5,0 psi top chord closdead d Ghildfng of dimensions 80 chord t byy 4dead it wiUcaj ezposure'C AS7 hurricane per UBC97/ANSI9bl! endcvertibata exfskcalhey aro not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist .they are not exposed to wind. The lumber DOL Increase Is 1.15, and the plate grip Increase is 1.16 "3) Truss doss nod for wind loads In the plane of the truss only, For studs exposed to wind (porn-sal to the face), scab MiTek 4 Gable requires continuous bottom chord bearing; -Standard Gable End Detail" 8 This truss has eer! dl.00 ` G 5) Gable studs ab2-0-0 x. spaced W esigned for a 10 0 psf bohom chord IIJB load nonconcurTent with any other live loads par 7eble 18•B, UBC-97.�y 7). Pmvide medtanleat conn Ion (by others) of truss to bearing plate capable of withstanding 16 Ib Uplift at Joint 25, 35 lb uplift et Joint 19, 42 lb uplift at)olnl 13, 271b upliftat Joint 22, 30 Ib uplift at Ioint 23, 30 Ib uplift at Joint 24, 29 lb uplift at Joint 20 Thl russ 'll 341b uplift at Joln118",30 Ib uplKt at Dint 17, 3916 u Ir(t at Dint 16 and 7 Ib uplift at joint 15. 991 9 LOAD GASE S) Slendardigned with' SViPI 1- a.', * AXP .meq C 199 cribs A IVARNLVG - 1101fY dgsivn parameters and READ NOTES UN VIISy1ND REVERSE SIDE BErORE USC September 25,'2001 Qaslgp valid for bee only with MITA connectors Tbls dealgn Is based-only upon paramotars'shown, and Is for an (odiyltiusl bultding camponenl to he Installed and loadod Vanlcally. Applicability of doilim paramstara and proper incorpargllon of companagt Is responsibility of bullding designer- not truss doelgner. Bracing shown is farlateral suppari of individual - wabmombon Doty; Adtllllonai lamporery hmdnp to Insure atablllly tludng tonalrucllon is the responsibility of lho erector: ire Additional permanent bracing of the ovarell structure is iho reapormibility ol;iho bugding doelgner. For general guidance regarding farlcatlon, quality control, aloriga, delivery, Bracton, en-1 btadng, cansull QBTiafl Quality Standard, 0813•. �r eg Bracing 8peeifleatlan, and HIO.01 Handling inSt llalton end Bracing Necommandatlon avniablo tram Trag` pl.te institute, 583 o onmrle orla., M.dl.ad; wI 53719 MiTek:lndushies, Inc. J`o6 �� cuss Nss .y,pT` e�" Y Ply NST: (GBTMMK-A1 R6 8372 19957 I C4 �COMMON 7 1 11 2 opilbnal►►� L;CTI0 _ USS SAALTLWENAH'MI > l �1 ""; nC a Tu`o S'Op 251]9 05 53 agDOi P e i" 01 S s u I e ndus nes " 4,2 0 3 O g g-84 10i 8 18.2-0: I 23,7 0_� &8-0 66-0 2• 4.2.0 D 494 i Scale =1!64,0 .3-0-- ,— 3 6.00 �1"f i 30. 3x4 2 4 2x4 it 2X4 li 5 I 9 g 7 6 3x4 30 5x6 2-0= 6.7 a _ i3•io-o + 18.2.4 23_7 4.y.o .8.7.0 83-0: 6•'i-0. 4s-0 i Pia o Olisals — LOADING s 8PACING 2.0-0 CSI DEFL in (loc) Udell: OLATEs GRIP TCLL 9.2 Plalcs lncruase 1.15 TC 0.71 Ved(LL) -0,15 7-.88 >999 MI120 1971144 30,6 Lumber increase 1,15 0C 0.48'Vert(TL) 422 7-8 >999 BCLL 0.0' RepSlrosatna YES WB 0:37 Horz(TL)) 0.02 6, Na BCDL 5.0 Coda UBC97i \NSI95 1st LC LL'Min f ido11=360 tNeight: 881b LUMBER BRACING TOP CHORD 2 x4' SPF;No,2 TOP CHORD Shealhod oggr 6.5.3 oc purlins, excopt and vodka's, WEDS 2 X 4 SPF Stud: WEBS 1 Row at in dpt, 3.8, 3.7 brodn& BOT CHORD 2 X 4 SPFNo.2 BOT CHORD RI id;ceiiin directly applied or 10.0.0 cc REACTIONS (IWsizo) 9-793!0.5.8, On79x10 5 8 V. He. 9450 load case 4 Max Uplift 9� 83(IOad case 5), Ba-84(Iwd cc,-,-,s'6) FORCES(lb� First Load Case Oni D TOP CHORi•2n0, 2.3 •807, 3424;87i 4.520 1.9 „ r4, 6•BF-95 BOT CHORD 8.91516, 7-Bn624, 6.7=478 WEDS 2.8=45, 3-8-37.3.44.4-700, 2.9=439, rty NOTES 1 This truss has boon chucked for Unbalanced loading ibndilions, 2� This truss has been dcaigned for the wind loads generated by 70 mph Winds at 38 ft above grodnd level, using 6,0 p-f tap 4, � �F-P p dlard dead;ioad and 6.0 psf bottom chord dead load, 100 mi from hp ocoanline, on an occupancy category I, con i8on 1 enclosed building, of dimensions 60f1 by 40 ft with exposum C ASCE 7.93 por UBC971ANS195 :If end verticals exisk Ihoy are c not exposed to wind, If cantilevers exist, they are exposedto Wind, If porches exist; that' am not exposed to wind. The @ i lumber DOLtncrease Is 1.15, and the plate d ?1CM8se Is 1 i6 . ^ rl I�•� UBG97, 9 p V-, ., p I 18 e, "'rl 3) Ro This truss has been designed for 10 0 sf b +; ctroM live load nonconaliront with any olhof,pve loads per Table No 4) :Provide mochanical connection (by otham) o, ties to beadng plate ca able of wilhs)andln9 93 ib uplift at oint 9 and 841b uplift at joint 6. 5) Thi- truss has been designed with ANSLO! 1.1995 cdlorI6 LOAD CASE(S) Standard NO. 9919 )tr 11'rlhN►NG Vr'1`Ui rtdrTgh Ttrtttbll(,t,'rt tftirt hlirlb NU71:8,04V 77;� rih't) t(Cill' $!bL•'ttt F RP IlSL Sep)Llnbel 25';2001. o0slpd Yalld for pep bn4y with MlTart connactorq,lriie design Id�bOeod only Up,titt pernm0lsre she,; and le for mr Inalvidilel building eam'ponenl io b0lnslailed and loadad'varlleally'A� plieablllty of design paJemolare and 110pOf)ncotporafldn al componohl la ieepoaelbillly of hat iniii dedpner, argptpp shown Is (&!creel sdppod of Indl0dum wap m'tmboia only, Addlllonal lempnrery breclnpio Insure elebllhy durtnp'canelmchan U iho reepOnhlblllly of the scepter. Adulllonal pormanenf braelnp of rho o'volerl slructute Ys the teaponelblhiy'ol iho buhdlnp daslpneG FoF panoral puldunge ,�, lApafdinp labrleeilon, qu0lyyt'191ro1 slorepd„tlollJary, orecrlon, and bradnp, nahaurl OBhee Ouslny, Dlentlud, o-a. plate insit uto sea u'OnO rlo pl , Wdlaon Wl astip 0 hip!caro Mitek Industries, Ins: -6 onelhp spa0111esllon, 114)V0 Needling lnelalltlfon and arsOln aeoammea¢etion o4alla Tru �ri.!!r'(`-.um-rtw'I ;,w `.t' �q"1W""`',,: '„"t ,.—...m....y�w,..�wY•„+.---•... w._..q,.-...+�w...�W.r'.”-�.r,e«n+�.4,1 ....y,Y r.�..rc^�r'e,� v...^-�..,��.r ,_.,_,..*„�.,,.,•s,... .a ..*?Wnr}� Job NIIs russ ype. y T (GBfMARICAi 8373 ; w _ T 71 Loont, oom8598373(]9957 C6 COMMON—SR'l-aJu18Hlnes,(nc Tuo�e 250T054 p 8-200�Paga i---�'" -ACT1017WROL•ESAM7RUSS; MAL _ 1i 3-0 3-08 g8-0 78-4.8 i9-2-0 23.7-0 a•z-0 8-0•a 6.8-0 ".0 2-i3 as -0 Scale = 1:581 4x4 , 600�P£ 1x4 Ir 6 1x4 If ; ix4II 5 ? 1X411 1X4 Jf , 3x4 11 4 e ix4 iI 1x'1 fl 2x4 11 9 2x4 II 2 1011 1 22 21 ?.0 19 18 17` 16 15 14 13 12 '2x4 It 1x4 11 1x4 Jl !R4 It 1x4 it 1x4: 11 5x8 ; 1x4 It 17i4 II 1x4 II -a-2-0 6G7-0 13.78-0 _' 1B•2-0..'.. I �.234-0_ .� A -2A 5 7-0 8.3 0' 6.4-0 `_Pae sea • LOAD(NG'tpps(I SPACING 200 C51 DEFL 1n (roc) Udo6 PLATES GRIP TCLL 30.0 Plates Increase , 1.16 TC On; 'Marl L) Na Na MII20 1971144 TCDL 7.0 Lumber Increase 1.15 BC 0.07 Vorl TL 'n/a nla BCLL OA Rep Stress inky:. YES WB . 0.14 tba(TL) 0:00 12 Na BCDL 5,0 Code UBC97liANS195 (Matrix) 1st LC LL MIn Udell = 38D Weight: 98 ib LUMBER' BRACING RD Sheathed of 6-0-0 oc pudins, except end vorti TOP CHORD 2 X 4 SPF No.2 cais. BOT CHORD 2 X 4 SPF No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bredng, WEBS 2 X 4'SPF SIUd OTHERS 2 X 4 SPF Slud' REACTIONS (IWsize)' 22x83119 2 0, 15=109119.2-0, i2=d5/10 2 0; 17=161N9.2-0, 18=160119.2-0, 19=787!10 2-0, 20=172119.2 0, 21=162119 2-0, 18=170/19 2-0,14=172119.2-0, 13=147/19.2-0 Max Hort 22=50(load case 4 , _. ( t� (i baso 4 ,1B= 28(load caro d) 19=•37(ioad case 4), 20---31(load "baso 61 Max Uplift 21= 68(!oad case 4 ,''i8 27111oad cage 33 1A—•38�loadeaso 6�, 13= g541oad_case 3) 2 = S 2=64(load, rasa 3), 17=i81(oad case 1),18=176(load d ca 0), 19=167(laad wse 1)j P b Max.Grav 22 63 load vase 1 16=169(oad case 1 ; 1 20 17�(load base'r), 1 158(I,oad case ),18a170(load bPso 7) 14=172(toad ansa 1) 13�762(load baso 7) F6RCES(1b) First Load Cane Only rE 001 TOP 0!•Il 691 1 '�qen , ��1 +Iti i1, •1-5x6, ti 6 2f , tl 7= �i %ate 1C, 8.9=-37, 10t• 4;, 1)vy1=•2U, 2 ;2=•53( a (�� 11 12= 39 r =16111i -1,15-16-1i14 15=3 13.14 3 j2-13=3Lt+ BOT CHORD 21.22=7 20 21=7;`i9.20=7r 18-19=7i,17;16 7 'r[� WEBS 6.17-141, 6-118-148,4-19-1479. 3.20==161, 2.21==131,7-16= •149.8 15=-149, 9.14 h162, 10.13=•130 "� rx•t; l w, �• � NOTEbL S 1) This truss has been chocked for unbalanced loading condidone. twnd laad,j generated by 70 p A Z chord dead enclosed buildiThis truss hasng, of d rrre bns Oo-n designed for PIi tyir 40 N with expos rhe 0 A5hurricane po UBC97 AN3106 If a d h Wnds at tis it above dround 1004. cy etil ist�lbay are f " not exposed to wind, If cantilevers exist they aroexposed to wind. If porches exist, they are not exposed to wind; tips lumber DOL Increase Is 1.16; and the plate gdpp Incroase Is 10 3) TNsa designed forvvind loada in the pians of the truss only. For studs exposed to Vvind (hormal io the face), sae MiTek "Standard Gable End Data"" . 4 Gable requires continuous bollom chord beadn() E 5 Truss to be fully sheathed from one face or securelyb aced against lolerel riioVoment (W. diagonal web). V� 6 Gable studs spaced at 2-0-0oc�f(i�% dG 7 'This hiss has boon designed for a 10,0 0it bottom chord No load nonooneurfcat vAlh any other live (ossa per Table No.18 B, UBC -97, 9) Provide mechanical ?AMedlon (b)) olhom) of truss to beodng plMo capable ot'741lhslondlng 50111 Uplift at joint 22', 35111 Uplift' al Joint 15, 68 Ib UpIIH,at Joint 12, Z8 Ib uplift a(loint 10pp37 Ib uplift at Joint 19; 311 Ib Uplift at joint 20, 88 Ib uplift at joint 21, 9) This truss at aSLbeen sea geed With ASVTPI 1. 85 lb U1996 cdleirrlat (Jolnl l3, ��9 7� '�1(P o1l�3Ui j LOAD GME(S) Standard 7r q Se lombt3r 25,2001 _ ®lYi1 kr�i��G • Ijet �� tirsl�rtT )lnrnrrerr� rs utlr! nclh r�'OrC5 bN Alis LVb 7fCVkltSG SId_Gli, l (jhC U5C p 9oalgh vatid lot use oniyWnh MITlik 6ohno0bri. this cosign It bated only upon 0-ammalard shown; and Is lot an tpdmduai _ - bulldind eomponani to bo Installed andloadod 4016lfy. Appll6blufy of doetgn paFametora ,n Vapor InnorporMlon of component Is rosponsiblilty of bulidlgg tlosignal : not true doelgnat. Bracing shown I6 for ralifal au4ipod o((ndlvldual F Illhnat Temporary blacinq to insure stobhliy daring tomtit. I la lha ileaponalblll(y` of Tho eloclot. »A web Mnmbara only Ada Addlltbhal ��ermehont brioing at the overall sirunjiiia It iho rospons161h1y 61 ihp bur dlnq 8ealgnal, pot Dennisieoldanco ragardipg libdcallon, gr161lty tonuol aiotegn delivery, etecllon, aril bracidq, eonabll QeT•80 ei7allly standard, 886- L do Bracing epaelllcabon and HIO el Handling installation and pricing "ad dmmendddon.:evallablg iromtree Plde indliuly 583 a'apoltlo Brlw, Madlsonr WI677iB :V(IT@� jtIdUSMOSj �fIC, it it of � ....:.:-„..+-. , .,•- .yr �w.ea}--y'^-,r �-t a,w,,.,�,�. ,. r•.,.�...r a .....��.....� IY ygwt;”!wy,-,.»rm•-�--+-,'--.ti,t�,.rc+ +�, w a o Tniss" russ ,ype ,, y rPfy A 1'CDNS1 (GB) MAR - — -`" R— 5983741 19967 D SCISSORS I1 0 llonal11 1 @N W fCLESAtiETR0S5; SAL'T"CAKE'UTRR'849i5""" "—x:201" u u OD`'Ma nus as, inc.; ua Sep 25'0910514 i age I -1^ 2.0 44 8.3-011-1.0 10-0-0 17_8.0 1, 1.2 0 64.7 21-104 2.10.9 6.4.7 1.2.0 Stale 1,.32,8 ry 44 T 4 600rrx 1xa 3 5 -� 2 u1 7 30 3.00 py 3x4 LOADING SPACING 2.04 CSI FL In (loo) Well PLATES GRIP TOLL 30.0 Plates Increase 1.15 TC 633 Vert(LL) -0,22 2.8 >866 M1120 197/iMt TCDL 7.0 Lumber Increase 1.15 t3C 0,63 Veit ri -0.35 2.8 ">552, BCLL 0.0 Rep Stress Incr, YES WB 0.43Horz(ri 0.13 6 BCDL 6,0 Godo U©C97/AN5195 1st LCL Mln Well =360 Weight; 63 lb LUMBER BRACING TOP CHORD ;2 X 4 SPF No.2 TOP CHORD Sheathed or 4.1.6 oc purlins. WEBS 2 X 4 SPF'Slud oc BOT CHORD' 2 X 4 SPF No.2 BOT CHORD Rigid calling dlredly appIied:or 10.0.0 bracing,, REACTIONS(Ib/slza) 2=782/0.5.6,'6=78210.5.8 MMex Hofz 2=47(load case 4) Max Uplift 2=-127(load case 5), 6=•127(load case 5) FORCES(lbl • First Load Case Only fiOP M ` 14=18, 2+3=•1782,=,1387, 4.5480 ., 5 6-1762, 67=18 a BOT CHORD 2-8=1597)6-8=1597 yy M �, WEBS 3.8 •334, 4-8°991, 6-6-334v' Ut�aJ h' Ptq a F�1JcaU 'Ur � �• tw I) Th s truss has been cliecked er Unbalanced loading eondillons, r 1 d 2)`Thls trusshas been designedforthn wind loads generated by 70 mph winds at 36 it above gibund level, Using 5,tl psi to ' l l ' >� � a chem dead load, 100 ml from hUMcane oceanllno on an occupancy category I, con ldo 1 D+t'u� chord utoad load end 5.0 sf bottom ft by 40 N with nxposure t; ASCE 7.93 per Uf3Cg1t/AMa+95 If Ord v dicalls exist, they,ort +�^ gn�.loncrrd bulldinp, of dimenatons 8, not exposed to wind. If cantilevers exist they a exposed to Wind. If porches exist, !11,17 ere riot exposed to wind. The _ (umber Dol Increase Is.1 15 rrd the pG s! adti ltrirnns la i,t6 3) Thls miss has boon designed for e'10 0 fist btitiom chard Ilyo load non�enc + tont wih any other p 1 n: d UBC-971 d / rtu 1 4) N :dnp aljoinl(e) 2 8 considers puta!lui ib pralnVsiva Using ANsirrPi 1 119? �Ic !n grain fetmx U1, Buliding doslgrt.4. tou)d a ver f� capaGry of b9adng surfao3. " 5) Prov do macttaglcal connactlon (by;others);o) truss to bearing plate capable Wifiistanding i271b uplift ei Joint 2 and-127 ot°ib a 13)JTis truss has been ffeslgned wilh'ANSlifPf 1�1tia6 oraeria, LOAD cm(s) Standard a�oQ�E k4 No 0419 �x� -3aoa O WAMV186 t�rq� ddstxn pdiunhldis and NtAb No OMM11ANO RkS lbLG F`roR/:• USC 88ptember 25,2tl01 Ci7 beelgn valid for iuo onli With MiTak eonnd'eiele, Thla daelpu Is basad only bean patamdlafe shown, find ja for en lndlvldual bultding eomponehl iu 66141668 and loaded vanleallp Appll6biliiy at doslgn pbfamotera ane proper lneolporallon e1 Component Is roepopdbliiij atbolidinp designer not Wee"dosl'gnor Oraeing shown is for lateral buppod of Indldddnl i web mambma only Addlllona±tompolrerybracing Coinsure elablllly during ronelrocllon h the roepbneiEllgy of the breblor. nw Addltlonoi patmenool bridnp of the;Grall slfiucturo le the roopapalbliliy of Iho buildipti:daelgnei. Por;ennare) gufdanca I.q king iabildellon, qualli� tpnlrol, aforega, delivery, arontlah, and braci l lib Truss '�''—'Tniss: ype LAY 1-y ;7�T1-CDNST(OBTF131RR�� 8598375 t 19957 D1 (SCISSORS_ T1 1 � I T t 'CTIDNWHOLESAL TRlI55-SALT"DlKEl71`A}TB4i 1E" '—```4 2 ill optional p Oj—SRiiiOu 061IWI a rictusnes, nc. ue s 5�3D5d73001 a •1.20 64.7 e3-0 11.1.9 1.2-0 6 q.7 2.10.9 2.10.9 6.1.7 1' Scale =1;32.8 4x4' 4 1X4 1x4 ti.00(i2 1X411 5 � 1X4 JI I I 1 ` . B -� r 538 = 1X4 2 1X4 it 1x4 II 7 i 0 3x4` n 3.00 ri7 3x4: 9.3-0 i8.8-0 GOADING ((p�al SPACING 2-0-0 CSI oEFL In (tool Udell PLATES. GRIP I TCLL 30,� Plates Inereaso 1.15 TC 0.33 VerI�LL)' -0.22 2 >886 MII20 197/144 TCOL 7.0 Lumber Increase 1:15 BC 0.63 Varl Tl. .0.35 2.8 >552' , BCLL 0:0 Rep Stress lner. YES WB 0.43 Horz(TL) 0.13 8 Na pCDL 5.0 Code ° UBC97/ANSI95 'I at LC L: Min Well = 360 Weight: 57, Ib LUMBER BRACING TOP CHORD Sheathed dr A-1.6 oc pudine, TOP CHORD;; 2 X d SPO N62 BOT CHORD, 2 X 4 SPF No.2 g r 10-0.0 oc bracing; BOT CHORD Rigid coiling directly applied -'OTHERS 2 X 4 SPF Stud � I REACT ION S(Ibfatie) 2=78210 dr8; 0=78210.5 Max Horz 2-47(Io6d case 4) Max Uplift Z 127(loayd case 5), 6=427(toad c630 5) OdkciasTOP. CHORD 14-18, Load .3 a 17 2n13.4-•1387, 4.5=43071648=•1782, 8.7-10 k� ti r BOT CHORD 2.8�1697i t3.8=1697 a1p 38 WEBS ; 334,4.8=991,6.9=•334 WING 4- Y►�b�r"6� G � NOTES. truss has been chocked for Unbalanced loading conditions. p 23 This I tits IrUss has been designed for the wind gads generated by 70 mplt'wlnda al 1(t aboVo ground loves using 6 0 psf lop n 10 r cl 1,dead load and 5.0 pelf bottom chord dead load, 100 ml from hurricane OW ,Nine an an occupancy cat jory I condliion I M building of dlrnensibna fS br 40JI with expos0ro C ASCE'.? 99 per UJC97/ANS195 It end vertica s Vlst, they 9m V t l 'did t� v nlrt N c nlbc ✓.1r^ P a 1hUr cN �Ylrp ed lrr nN14, "APr-;;I�t ant l iI G} 'A1lertil its ..rin kn�4r, C DCi („cr3Ks41,1 1 , tu,d iho plito gli, 3) Tniss des) rlod fnr Wind loads W the litana of the ,:il'_s only, f or btUds dApad ed le w,nd trr.,:*m tw 614 fate), suet hi Tok” "819dard able �nd,.Oetail' 4) Gabfo is u1s spawd at 10 0 otl e 6 This t uuebas kin dt slgned fore 10 0 psf bottom chard live load nonconcurrenCwilh any oilier tive inadr per Table No. iPrB, i e) Baa(dyng'at Jolnl(e) 2; 0 con'sldero parotids `to gain �atUo using A!JSUTPI 1.1!395 angio jo'groin fnrmUid. Building desigaor shohid 7) Ppprovldo mechani-Al connection (by others) of nd'i lb • 8 Thla truss to has of designed with ANSUTPI 1-199$ crlte 0 f 27 ib Uplift el Joint 2 a truss to bearing P Pa � U 1i3 trussinl B. ria, latera capable of Wilhstandin LOAD dk#(s) Shaldord � ��pANG No. 9419 * , ON ' Ci�1�F°a�r ,� ll'rllflV/NG _ iter l v tldxtgh jstrrnlNe irrts {I1ul,tt�,tn!O t 8 01 tijis to pm►�nm sib'' ifLPohG Wit Sepketflbei 26,200 - hoslgn Old lot use oniy with Wrok conooclon, This dodge to litsod onty bp6n poromaisre bhbwn, and le tai on Individual bbilding compogent io bo lnrlollod and {oadad verVeilli.Applicibilily ol`dasign paromoters and propotIneoiporallon of 66mponenl la: (aapbnelblllly of building deolpnat , not trGia doilpnor. araeing.h6wn In lot Into ral au�pon of Individual ' w6b InemboPs only, Additional lompoinq biasing tolpaur6 alal,%Iv during conaltdclionle iro raapansiblllty el lho aroclot. +u Addlifonol permonanl hfeeing of the overall drueVore ie tqe toeponslbigly of the building designer, per oonahl gdidonce� - iegoidInp tabrlealion, quality coPlmb a{Dregs, dehvary, elp0lidn, end bracing, copsuh esT-08 Owbty tllandard, 09 Diaeing Bpe6111oalleri, and Nln•91 Noodling Installation and braainp Ra6oinmandstlan aysileble'lrom irdaa jj.� pW. 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