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Home My WebLink About072-050-017W END0418 I Af ROOFTRUSS 19 11 R2226725 -2-0-0 7.10-14 154-0 22-1.2 30-0-0 32-0-0 2-0-0 7-10-14 7.1-27-1-2 7-10-14 2-0-0 Scale = 1:55.3 04 = A nn rTr 4 LOADING (p TCLL 16. TCDL 10. BCLL 0. BCDL 7. 1.5x4 II 3x4 = 3x8 - 1.5x4 II 7-10-14 sfl 0v 0 0 0 15-0-0 22-1.2 3y-�" 0O 7-10-14 7-1-2 7-1-2 7-10-14 SPACING Plates Increase 2-M 1.25 CSI TC 0.62 DEFL Vart(LL) In (loc) -0.14 A-9 Vdefl >999 PLATES GRIP Lumber Increase 1.25 BC 0.68 Vert(TL) -0.31 8.9 >999 M1120 220/195 Rep Stress Incr YES WB 0.58 Horz(Q 0.03 6 n/a Code U5C97/ANSI95 1St LC LL Min Vdefl = 240 Weight: 122 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 TOP CHORD Sheathed or 3-7-5 oc puffins. BOT CHORD 2 X 4 DF No.1 BOT CHORD Rigid ailing directly applied or 10.0.0 oc bracing. WEBS 2 X 4 DF Std 'Except 3-92 X4 DF No.1, 5-9 2 X 4 OF No.1 REACTIONS (lb/size) 2=109210-3-9,6=109210-3-8 FORCES (lb) -First Load Case Only TOP CHORD 1-2=16,2-3=-2231,3-4---1526,4-5-1526,5-6=-2231,6-7=16 NOT CHORD 2-11=2110, 10-11=2110,9-10--2110,8-9=2110, "=2110 WE5S 3-11=104,3-9=-707,4-9=596, 6-0=-707,5-8=104 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-5 UBC -97. .3) This truss has been designed with ANSVTPI 1-1995 criteria. LOAD CASE(S) Standard r s. 19 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE- SIDE, 301 Ci 1S �d 4" - 17r2 2- U. Design valid for use only with MITak connectors. This design is based only upon parameters shown, and Is for an individual building ampanonfto be Installed and loaded vertically. Apliability of design parameters and proper Incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual Y ' web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the *rector. Additional permanent bracing of the overall structure Is mo responsibility of the building designer. For general guidance 1 regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST41 Duality Standard, DSa- !"r 11 Bracing Specification, ind HD -91 Handling Installation and Bracing FtSOMMondation available from Truss Cal Plate Institut, 513 D'Onefrio Drive, Madison. WI 53719 Wink IndustlieS. Inc. 8/Z 'd-600t*O N S31 MAON1 131IW WVZZ:6 -ZOOZ 'll'AIW -... .. "��r ..... �.:....:...i.'a4..R.:��,-.,�T<-T^T':.:..r--..'--r. 1'. -.w-., a. ..-w.wri:.-'-' . .. r:..... > r.r1-...�x ...... .. ... .. . .. ..�.—.—..�..�... .•....—.�._..�...—.^_.�___. _..r i ,r I OLD C7 L- % V !A/ E N .y Noy t A4 Pro pasty-, Zoe,` fl Ito D _ 0 7gg,s, � REVIEWED 3UT•T-E CBY O. CALIF.CDEPT. Of Fos �7LO-T` I`\A1►� . R a Y "'Vod a , s ab I r)i#� aPP 'Oved with cond•`ed 'twehe �� Gns natLire_ ^t — �0 % 077- OILL STRUCTURES AN7EQUIP�ti1�i�t,E OVERHANGO E SHALL BCLT I lvLUDts" a - EAR OF ALL &,SEfvmENTS. A SET BACK OF F.• --?V— FT'FROr"' THE SIDE AND FR0�4 THE REf,R PROi'ER _ , •. �, �FT. FP a• TY Ll,'tES AND CLEAR OF STRUCTUREStPOAD CENTER �2 S �. ANDLI!'4c SHALL BE •�► ORA 2 Fi : EAVE OVERHAND, EOUi. k4FENT EXCEP' A -F 07Z'— DSO .. p 17 PUNNING DIVISION- BUILDING PLAN APPROVAL k' Use:---oK oac.:S=Z- 02� Panting: Landscaping: CDF FIRE SAFE REQUIREMENTS A,- AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. rVi 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards 1273.02 Surface. All driveway surfaces and structures (bridges, // 1273.07 culverts and other apparte:iant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ= ing sedans and fire apparatus weighing up to 40,000 pounds. 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius / 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, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [ 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 10 feet wide and 30 1 feet long with a minimum 25 foot taper on each end. [� 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of • 3. AP # PERMIT # NAME [I�/] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. ] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and i shall be within 50 feet of the building. �I 1273.11 Gates J 1. Gate entrances shall be at least two feet wider than the roadway it serves. `IY 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 1276.01 Setback for Structure Defensible Space. [� 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property 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 Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable 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 fi_ial inspection of a building permit. Page 2 of 3 AP # PERMIT # NAME i Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed _0k of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal I Other Butte County Fire Department approved materials i ��S-oma Date Si Page 3 of 3 r4l' I/