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HomeMy WebLinkAbout047-320-06347-32-- ""► FOSTER, Ellis 91-187 47-32- (p3 3950-90B, P_, E, ;* I YOUNG, Forrest r ,65 Feliedad ,Ln Chico '` 3 0, �.- 65 Felicidad Lane, Chico �,��q 'Ag Exem tion (new single family) " y) ;,� stg.;of tractors& animal feed) - j 047-320-064 99_155X4 < t 47-32--1f>- FOSTER--ELLIS � r Permit#28.1-.9.1B S ll 65 FECIEDAD LANE, CHICO `r (add covered patio/sf) ���1 a AGRICULTURALEXEMPTpERI�' `" ADDITION TO AG pE1;MIT 9'1-187AGt 047-320-063 04-2909 FOR STORAGE OF TRACTOR & FEEr, T"x FOSTER FAMILY TRUST,' a 1,65 FELICIDAD LN, CHICO `' v a Cont: CHICO ROOFING CO FEROOF 16-11"o n F r -; I BP#O' Z� Assessor's Parcel #: -'?,ZD -- C� Enclosed in the envelope are the following items: Residential or Non -Residential Construction Req. Title 24 Energy Calculations Engineered Truss details Structural calculations CDF Fire Safe requirements Flood Elevation Certificate Special Inspection Sheet Air Quality Management Dist. Rule 207 Form CM +k#Ages 45 V44,4cow tea I] 0 0 a - 0 Protect Your Home... and Property. z Contact your local CDF office, fire department, e or Fire Safe Council for tips and assistance. www.fire.ca.gov TWO ZONES MAKE UP THE REQUIRED 100 FEET OF DEFENSIBLE SPACE: i. Lean, Clean and Green Zone An area of 30 feet immediately surrounding your home. 2. Reduced Fuel Zone The fuel reduction cone in the remaining 70 feet (or to the property line). = Vertical Clearance for Shrubs and Trees Low branches create "ladders" from the ground fuels to the trees. To determine the proper vertical clearance between shrubs and the lowest branches of trees, use the formula below. !_3X HEIGHT OF SHRUB = MINIMUM VERTICAL CLEARANCE ,, t. Example A five foot shrub is growing near a tree. 3 x 5 =15 feet of clearance needed between the top of the shrub and the lowest tree branches. 3x height of shrub to lowest branches of tree. Note: A grouping of vegetation may be treated its a single plant if the foliage of thegrouping does not exceed 10 feet in width. For example, three individual manzanita plants growing in a cluster with a total foliage tividth of 8 feet can be "grouped" and considered as one plant. 2b: (Defensible Space %Vjtb Continuous Tree Canopy To achieve Defensible Space while keeping a larger stand of trees with a continuous tree canopy, adhere to the guidelines below: Prune lower branches of trees to a height of six to 15 feet from the top of the vegetation below (or the lower 1/3 of branches for small trees). Properties with greater fire potential such as steeper slopes or more severe fire danger will require pruning heights in the upper end of this range. Remove all ground fuels greater than four inches in height. Single specimens of trees or other vegetation may be kept if they are well -spaced, well -pruned and create an overall condition that avoids the spread of fire to other vegetation or to structures. May, 20o6 4 WHEN CREATING DEFENSIBLE SPACE, KEEP THESE SAFETY TIPS IN MIND: • All equipment with an internal combustion engine must be equipped with an approved and operable spark arrestor. • Metal blades striking rocks can create sparks and start fires. Use caution. To protect water quality and habitat do not remove vegetation associated with water, avoid using heavy equipment near waterways and do not clear vegetation near waterways to the bare mineral soil. Keep soil disturbance to a minimum. OTHER HINTS TO SECURE A LEAN, CLEAN AND GREEN ZONE: • Select less Flammable plants for your Lean, Clean and Green Zone: Shorter plants (less than 2 feet) are safer than taller ones. If kept green, herbaceous plants (grass and non -woody Flowers) are better choices than shrubs and trees. If planting shrubs and trees, choose deciduous (trees that shed their leaves) ones over evergreens. Avoid planting juniper, pine and palms. Remove tree limbs that are touching the house or deck, or are within 10 feet of the chimney. If limbs are encroaching on overhead lines, contact your telephone or power company for removal. • Use hard surfaces (concrete, stone, asphalt, brick, etc.) in your landscaping. • Clear ALL flammable vegetation from within 10 feet of propane tanks. COMPLY WITH THE LAW AND HELP SAVE YOUR HOME BY CREATING DEFENSIBLE SPACE. Follow these guidelines: 1. Create a Lean, Clean and Green Zone Remove all Flammable vegetation and any dead or dying plants within 30 feet of each building or structure. You may keep single trees or other vegetation that are trimmed of all dead and dying foliage and are well pruned and maintained. 2. Decrease Fuel in the Reduced Fuel Zone Surface litter consists of fallen leaves, needles, twigs, bark, cones, pods, small branches, etc. Remove loose surface litter so it does not exceed a depth of three inches. Make It Safe: Logs, Stumps and Snags All logs and stumps should be removed unless they are embedded in the soil. If you keep an embedded log, remove nearby vegetation. A standing dead tree (snag) may be kept for wildlife providing there is only one snag per acre, and if the snag were to fall, it would not reach buildings or structures and would not land on roadways or driveways. Provide Fuel Separation and Treatment Guidelines for fuel treatment as published by CDF are designed to reduce the spread of wildfires. Choose option 2a or 2b. The best option for your property will be based on its characteristics (slope, vegetation size, vegetation type -brush, grass, trees, etc. — and other fuel characteristics). Properties with greater fire hazards will require larger separation between fuels. For example, a property on a steep slope with larger vegetation will require greater spacing between trees and shrubs than a level property that has small, sparse vegetation. 2a: Grasses ideally, grass should not exceed four inches in height. In situations where these fuels are isolated from other fuels or where necessary to stabilize soil, grasses and forbs may reach a height of 18 inches. 2a: Horizontal Clearance for Shrubs and Trees Uncleared ground fuels provide an open freeway for the rapid spread and increased intensity of fire. Clearance between shrubs should be 4 to 40 feet depending on the slope of the land and size and type of vegetation. Check the chart below for an estimation of clearance distance. Any questions regarding requirements for a specific property should be addressed to your local fire official. ISHRUBS TREES I From edge of one shrub to the edge of the next From edge of one tree canopy to the edae of the next f Flat to mild slope Flat to mild slope t i (o% to 20% slope) (o% to 20%.dnpe) Tlvo times (2x) the height of the shrub (Tura shrubs 2' high should be spaced 4' apart) T °'� O"� 4Io feet" 1 Mild to moderate slope (20% to 40% slope) Four times (4x) the height of the shrub (Tura shrubs 2' high should be spaced 8' apart) T Moderate to steep slope (greater than 4096 slope) Six times 2 the height the shredA (Two shrubbs 2' high shouldd 6e spaced t2'apart) T 2' I Mild to moderate s (20% to 40% slope) 20 feet Moderate to steep (greater than 40% slot 30 feet 2 13 YOUR RESPONSIBILITY: California law (PRC 4291) requires property owners and/or occupants to create 100 feet of DEFENSIBLE SPACE around homes and buildings.' YOUR GOAL - TO CREATE A: Lean, Clean and Green Zone An area of 30 feet immediately surrounding your home. Reduced Fuel Zone The fuel reduction zone in the remaining 70 feet (or to the property line). 'Compliance to PRC 4291 is required by any person who owns, leases, controls, operates or maintains a building or structure in or adjoining any mountainous area, forest -covered lands, brush -covered lands, grass -covered lands or any land that is covered with/laminable material and is within the State Responsibility Area. PRC 4291 requires 100 feet of Defensible Space (or to the property line ifless than 100 feet) from every building or structure that is used for support or shelter of any use or occupancy. Owner, lessee or operator must also comply with all existing environmental protection laws and must obtain all necessary permits. Con tact your local resource or plan itingagencyofficials to ensure connpliance with federal, state and local requirements. PAUL KROHN, P.C. 305 WALL STREET • CHICO, CA 95928 phone (530T894 1.165 s fax (530) 891 4826 email: pkrohn@chico.com 12/18/06 Butte County Building Department 7 County Center Drive Oroville, CA 95965-3397 Re: Truss design for proposed .Mc.Donald residence, 45 Felicidad Lane, Chico, CA. I have reviewed the truss calculations and design for the above job by Design Assistance and certify that the proper loads have been applied and that the trusses conform to the structural and geometric requirements of the plans. Sincerely, Paul Krohn Q .0FE"10. W a P 6-07 SOF j3U ' E lifornia Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Building Permit #-06 -'236'5-' Under authority of Public Resources Code Section 4290 and 4291, Butte County Improvement Standards, and the California Building Code, the following items are required by CDFButte County Fire Department for all development located within Wildland-Urban Interface Fire Areas and made part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which exceed these standards. Public Resources Code 4290 ARTICLE 1. ADMINISTRATION 1272.00 Maintenance of Defensible Space Measures To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access, and utilization of the defensible space provided for these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the permit, parcel or map approval. ARTICLE 2. EMERGENCY ACCESS 1273.00. Intent Road and street networks, whether pudic or private, unless exempted under Section 1270.02(e), shall provide for safe access for emergency wildland fire equipment and civilian evacuation concurrently, and shall provide unobstructed traffic circ-.ilation during a wildfire emergency consistent with Sections 1273.00 through 1273.11. 1273.02 Roadway Surface The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 pound load. 4" of clas0 aggregate base shall be required for'all driveways, turnouts, and turnarounds. 1273.03 Roadway Grades The grade for all driveways shall not exceed 15% without being paved. Grades over 15% shall have 4" of class 2 aggregate base and 2" of aspl_alt concrete. No driveways allowed in excess of 20%. 1273.04 Roadway Radius (a) No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. (b) 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. Revised 08/24/06 S A F E (Is Q U I R E M E N T S 1273.05 Roadway Turnarounds I 1 Turnarounds are required on driveways and dead-end roads as specified in this article. The minimum turning radius for a turnaround shall be 40 feet from the center line of the road. If a hammerhead -T is used, the top of the "T" shall be a minimum of 60 feet in length. 1273.06 Roadway Turnouts Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1273.07 Roadway Structures (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. All bridges must be certified by a registered Civil Engineer. 1273.09. Dead -End Roads (a) The maximum length of a dead-end road, including all dead-end roads accessed from the dead-end road, shall not exceed the following cumulative lengths, regardless of the numbers of parcels served: parcels zoned for less than one acre 800 feet parcels zoned for 1 acre to 4.99 acres 1,320 feet parcels zoned for 5 acres to 19.99 acres 2,640 feet parcels zoned for 20 acres or larger 5,280 feet All lengths shall be measured from the edge of the roadway surface at the intersection that begins the road to the end of the road surface at the intersection that begins the road to the end of the road surface at its farthest point. Where a dead-end road crosses areas of differing zoned parcel sizes, requiring different length limits, the shortest allowable length shall apply. (b) Where parcels are zoned 5 acres or larger, turnarounds shall be provided at a maximum of 1320 foot intervals. (c) Each dead-end road shall have a turnaround constructed at its terminus. 1273.10 Driveways (a) All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. (c) Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. (d) A turnaround shall be provided to all building sites on driveways over 300 feet in length, and shall be within 50 feet of the building. Rcviscd 08/24/06 2 ,.l 1273.11 Gate Entrance (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving that gate. (b) All gates providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stip without obstructing traffic on that road. (c) Where a one-way road with a single traffic lane provides access to a gated entrance; a 40 foot turning radius shall be used. ARTICLE 3. SIGNING AND BUILDING NUMBERING 1274.00. Intent To facilitate locating a fire and to avoid delays in response, all newly constructed or approved roads, street, and buildings shall be designat.-d by names or numbers, posted on signs clearly visible and legible from the roadway. This section shall not restrict the size of letters of numbers appearing on street signs for other purposes. 1274.08. Addresses for Buildings All buildings shall be issued an address by the local jurisdiction which conforms to that jurisdiction's overall address system. Accessory building: will not be required to have a separate address; however, each dwelling unit within a building shall be separately identified. 1274.09. Size of Letters, Numbers and Symbols for Addresses Size of letters, numbers and symbols for addresses shall be a minimum 3 inch letter height, 3/8 inch stroke, reflectorized, contrasting with the background color of the sign. 1274.10. Installation, Location and Visibility of Addresses (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. (b) Address signs along one-way roars shal'_ be visible from both the intended direction of travel and the opposite direction. (c) Where multiple addresses are required a- a single driveway, they shall be mounted on a single post. (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. ARTICLE 4. EMERGENCY WATER S'= ANDARDS 1275.00. Intent Emergency water for wildfire protection shall be available and accessible in quantities and locations specified in the statute and these regulationE, in order to attack a wildfire or defend property from a wildfire. Such emergency water may be provided in a fire agency mobile water tender, or naturally occurring or man made containment structu-e, as long as the specified quantity is immediately available. Butte County Fire Department currently utilizes mobile water tenders to meet the emergency water for wildfire protection requirement Revised 08/24/06 ARTICLE 5. FUEL MODIFICATION STANDARDS 1276.00 Intent To reduce the intensity of a wildfire by reducing the volume and density of flammable vegetation, the strategic siting of fuel modification and greenbelts shall provide: (1) increased safety for emergency fire equipment and evacuating civilians; (2) a point of attack or defense from a wildfire. .jF6.01 Setback for Structure Defensible Space ] (a) All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. &pie Practical Effect Requirements for buildings less then 30 feet from property line: [ If the Building Setback is less then 30 feet from all property lines and/or the center of the road, the following shall be required: ✓ Class A roof ✓ Fully enclosed eaves on entire structure (December 5, 2005, per 2001 California Building Code 704A.2.3, fully enclosed eaves are required on all structures in any fire hazard severity zone within State Responsibility Areas, regardless of setback distance from the property line or center of roadway) ✓ Fire rated metal doors on side toward property line with insufficient setback ✓ Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials 1276.02 Disposal of Flammable Vegetation and Fuels Disposal, including chipping, 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 or final inspection of a building permit. 1276.03 Greenbelt Subdivision and other developments, which propose greenbelt as a part of the development plan, shall locate said greenbelt strategically, as a separation between wildland fuels and structures. The locations shall be approved by the inspector. Public Resources Code 4291 A person that owns, leases, controls, operates, or maintains a building or structure in, upon, or adjoining any mountainous area, forest -covered lands, brush -covered lands, grass -covered lands, or any land that is covered with flammable material, shall at all times do all of the following: Revised 08/24/06 4 .I (a) Maintain around and adjacent to the building or structure a firebreak made by removing and clearing away, for a distance of not less than 30 feet on each side of the building or structure or to the property line, whichever is nearer, all flammable vegetation or other combustible growth. This subdivision does not apply to single spe:imens of trees or other vegetation that is well -pruned and maintained so as to effectively manage fuels and not form,, a means of rapidly transmitting fire from other nearby vegetation to any building or structure. (b) Maintain around and adjacent to the building or structure additional fire protection or firebreak made by removing all brush, flammable vegetation, or combustible growth that is located within 100 feet from the building or structure or to the property line or at a greater distance if required by state law, or local ordinance, rule, or regi-lation. Grass and other vegetation located more than 30 feet from the building or structure and less than 18 inches in height above the ground may be maintained where necessary to stabilize the soil and prevent erosion. This subdivision does not apply to single specimens of trees or other vegetation that is well -pruned and maintained so as to effectively manage fuels and not form a means of rapidly transmitting fire from othe- nearby vegetation to a dwelling or structure. (c) Remove that portion of any tree that extends within 10 feet of the outlet of a chimney or stovepipe. (d) Maintain any tree adjacent to or overhanging a building free of dead or dying wood. (e) Maintain the roof of a structure free of leaves, needles, or other dead vegetative growth. (f) Prior to constructing a new building or structure or rebuilding a building or structure damaged by a fire in such an area, the construction or rebuilding of which requires a building permit, the owner shall obtain a certification. from the local building official that the dwelling or structure, as proposed to be built, complies with all applicable state and local ) uilding standards, including those described in subdivision (b) of Section 51189 of the Government Cods, and shall provide a copy of the certification, upon request, to the insurer providing course of construction insurance coverage for the building or structure. Upon completion of the construction or rebuilding, the owner shall obtain from the local building official, a copy of the final inspection report that demonstrates that the dwelling or structure was constructed in compliance with all applicable state and local building standards, including those described in subdivision (b) of Section 51189 of the Government Code, and shall provide a copy of the report, upon request, to the property insurance carrier that insures the dwelling or structure. Butte County Improvement Standards Installation of Fire Sprinklers If your property was part of a parcel split after September 1, 1991, you are required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. 2001 California Building Code, December 5, 2005 704A.1 Roofing 704A.1.1 General Roofs shall comply witl= the requirements of Chapter 7A and Chapter 15. Roofs shall have a roofing assembly installed in accordance with its listing and the manufacturer's installation instructions. Rcviscd 08/24/06 704A.1.2 Roof coverings Where the roof profile allows a space between the roof and roof decking, the spaces shall be constructed to prevent the intrusion of flames and embers, be fire stopped with approved materials or have one layer of No. 72 ASTM cap sheet installed over the combustible decking. 704A.1.3 Roof valleys When provided, valley flashings shall be not less than 0.016 -inch (0.41mm) (No. 28 galvanized sheet gage) corrosion -resistant metal installed over a minimum 36 inches (914 mm) wide underlayment consisting of one layer of No. 72 ASTM cap sheet running the full length of the valley. 704A.1.4 Roof gutters Roof gutters shall be provided with the means to prevent the accumulation of leaves and debris in the gutter. 704A.2 Attic Ventilation 704A.2.1 General When required by Chapter 15, roof and attic vents shall resist the intrusion of flame and embers into the attic area of the structure, or shall be protected by corrosion resistant, noncombustible wire mesh with '/4 inch (6mm) openings or its equivalent. 704A.2.2 Eave or cornice vents. Vents shall not be installed in eaves and cornices. EXCEPTION: Eave and cornice vents may be used provided they resist the intrusion of flame and burning embers into the attic area of the structure. 704A.2.3 Eave Protection. Fully enclosed eaves on entire structure. Eaves and soffits shall meet the requirements of SFM 12-7A-3 or shall be protected by ignition -resistant materials or noncombustible construction on the exposed underside. All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.orll/Fireprevention/protpian/protpian.htmI DEC 2 7 ma Date Rcviscd 08/24/06 6 Darren Read Fire Protection Planning STRUCTURAL CALCULATIONS New Garage FOR Larry & Jane McDonald 45 Felicidad Lane Chico, California Paul Krohn, P.E. 305 Wall Street Chico, CA 95928 Gravity loads Wind loads & seismic coef Roof diaphragms Shearwalls Shearwall schedule Beams w r a, Revision 0 12/14/06 1 2 3-4 5-9 10 11-12 a� � UNTY •► - 4 a ��.: f + . a 0A 1/451 ,I Enclosed are lateral and gravity calcs for a new garage. In the lateral design, it is modeled as three separate diaphragms- the central one has 15' walls and the two outside ones (one on either side with identical footprint) with 9' walls. Conservatively wind exposure is C and the building is modeled as partially enclosed (Cq = 1.2). GRAVITY LOADS ROOF DEAD LOAD (psfl PITCH (:12) comp shingles 15/32" OSB TRUSS FRAMING @ 24" OC INSULATION 5/8" SHEETROCK MISCELANEOUS TOTAL (ON PITCH) HORIZONTAL NET ROOF DEAD LOAD (psfl (includes uplift) ROOF LIVE LOAD (PSF) CONSTRUCTION EXTERIOR WALLS (PSF) 3/8" OSB 2x6 framing 16" OC insulation 1/2" sheetrock stucco misc. TOTAL INTERIOR WALLS (PSF) 2x6 framing 16" OC 5/8" sheetrock both sides misc. TOTAL 7 2.0 1.6 5.0 1.0 2.8 1.0 13.4 14.0 -5.7 16.0 1.3 1.4 0.5 2.5 10.0 1.0 16.7 1.4 5.6 1.0 8.0 CALCULATE WIND LOADS & SEISMIC BASE SHEAR COEFICIENT wall height cntr roof height wing roof height exposure wind speed qs Cq I 9.0 ft @ wings 15.0 ft @ center 19.0 ft average 15.0 ft average C 1 75 mph 14.50 psf 1.30 ft (average) 1.00 R height, ft 0-15 15-20 Ce 1.06 1.13 P 1 19.98 1 21.30 (structure under 40' height) (residence) UNIFORM WIND LOAD TO CENTER w = 7.5' * 19.98 psf + 4' * 21.30 psf 235 1plf UNIFORM WIND LOAD TO CENTER w = 11.5' * 19.98 psf 1 230 plf UPLIFT p = 1.2 * 14.50 psf * 1.13 19.7 psf CALCULATE SEISMIC BASE SHEAR COEFICIENT. C. (static force method (Cv*I)/(R*T) 0.54 (eqn 30-4) where: Cv 0.54 (2.5*Ca*I*W)/R 0.16 (eqn 30-5) Z 0.30 (zone 3) 0.11 * Ca*I 0.04 (eqn 30-6) 1 1.00 (residential) h„ 19.0 ft (average) eqn 30-5 governs: R 5.50 (table 16-N 1.1.a) CS = 0.16 soil profile Sd Ct 0.02 (all other buildings) T 0.18 (method A) Ca 0.36 Cv 0.54 Nv 1.00 Na 1.00 12/13/2006 DESIGN CENTER ROOF DIAPHRAGM TRANSVERSE & WHOLE BUILDING LONGITUDINAL center transverse (dwa toa/boftom load case 3 weight/foot 709 plf L 19.5 ft cs 0.16 cs b 40.0 ft ws rho 116 1.0 plf RWnd 229� Ib Vwind 57 pif ws / 1.4 * rho 83 plf rho 1.0 Rseismic 808 Ib ws / 1.4 * rho 132 Vseismic 20 ptf wind governs V 1 57 1plf Use 15/32" OSB unblocked nailina: 8d commons 6" at edges, 12" in field vat 180 plf SHEAR TRANSFER AT LINES 2 & 3: Connect each truss to tog) plate with H1 Ta = 485 Ib / 2' 243 plf whole buildina lonaitudinal (dwa riaht/left load case 3 weight/foot 1128 plf L 40.0 ft cs 0.16 b 48.0 ft ws 185 plf rho 1.0 Rwind 4701 Ib ws / 1.4 * rho 132 plf V 98 plf Rseismic 2637 Ib Vseismic 55 plf wind governs V 98 pif Use 15/32" OSB unblocked nailin : 8d 6" at edges, 12" in field van 180 plf SHEAR TRANSFER AT LINES A & B: Connect each truss to tog) plate with H1 T,u = 485 Ib / 2' 243 plf plf DESIGN WING ROOF DIAPHRAGM TRANSVERSE wing transverse (dwa top/bottom load case 3 weight/foot 709 plf L 14.0 ft CS 0.16 b 40.0 ft WS rho 116 1.0 plf R„And 1645 Ib Vwind 41 plf ws / 1.4 * rho 83 plf Rseismic 580 Ib Vseismic 15 plf wind govems V 1 41 plf Use 15132" OSB unblocked nailing: 8d commons 6" at edoes.12" in field VS„ 180 plf SHEAR TRANSFER AT LINES 1 & 4: Connect each truss to top plate with H1 Tei = 485 Ib / 2' 243 plf 0 wall h number of shearwalls total length of shearwalls DESIGN SHEARWALLS- LINE A MARK # 3 9.0 ft 15.80 ft DESIGN SHEARWALL SHEATHING (wind governs) R.nd 4701 Ib v = R / total shearwall length 298 jpIf Sheathing 3/8" OSB nailing 8d commons 4" at edges and 12" in field Vail 320 plf HOLDDOWNS mark # width height wt floor wt,d (net)' wt,,,,a„ 0.67 * Wttotal Mist M"t f+ ff Ih Ih Ih Ih ff*lh ft*lb 3 3 3 3 Thd hd Ib 2.60 9.0 0 -296 391 63 82 6963 2646 note 2 5.30 15.0 0 -604 1328 485 1286 23655 4221 note 2 5.30 15.0 0 -604 1328 485 1286 23655 4221 note 2 2.60 9.0 0 -296 391 63 82 6963 2646 note 2 notes: 1. Includes uplift 2. SSTB20 (Tan = 46001b) with PHD5-SDS3- T,., = 4685 Ib DESIGN SHEAR FRAMING 2x nom blocking at panel horizontal edges end members to be 4x nom or (Z 2x nailed 16d A)12" OC, staggered DESIGN SHEAR ANCHORAGE dia 1/2 in fc 2000 psi min embed. 7.00 in Vali = 1.3 * 620 Ib 806 Ib (NDS table 8.2E) mark # width V bolts req'd ft Ib ea 3 2.60 774 1 3 5.30 1577 2 3 5.30 1577 2 3 2.60 774 1 note: washers are to be 2"x2"x3/16" Place one bolt between 3-1/2 and 12" from each end and remainder spaced evenly per shearwall . wall h number of shearwalls total length of shearwalls DESIGN SHEARWALLS- LINE B MARK # 3 9.0 ft 22.00 ft DESIGN SHEARWALL SHEATHING (wind governs) Rwind 4701 Ib v = R / total shearwall length 214 plf Sheathing 3/8" OSB nailing 8d commons Cat edges and 12" infield va„ 320 plf HOLDDOWNS mark # width height wt floor wt,.t (net)' wt.,, 0.67 * Wttota, M.,st Ma Thd hd e ft Ih Ih Ib Ib ft*Ib ft*ib Ib 3 3 3 3.00 9.0 0 -342 1 451 73 1 110 5770 1887 note 2 5.00 9.0 0 -569 1 752 122 1 305 9616 1862 note 2 14.00 9.0 0 1 -1594 1 2104 1 342 1 2391 t 26925 1752 note 2 notes: 1. Includes uplift 2. SSTB20 (T,,, = 4600 Ib) with PHD5-SDS3- T,,, = 4685 Ib DESIGN SHEAR FRAMING 2x nom blocking at panel horizontal edges end members to be 4x nom or (2) 2x nailed 16d Cad 12" OC, staggered nFRI(.N SHFAR ANCHORAGE dia 1/2 in fc 2000 psi min embed. 7.00 in IV,,, = 1.3 * 620 Ib 806 Ib (NDS table 8.2E) mark # width V bolts req'd ft Ib ea 3 3.00 641 1 3 5.00 1068 2 3 14.00 2992 4 note: washers are to be T)04/16' Place one bolt between 3-1/2 and 12" from each end and remainder spaced evenly per shearwall . c wall h number of shearwalls total length of shearwalls DESIGN SHEARWALLS- LINE 1 MARK # 1 9.0 ft 28.00 ft DESIGN SHEARWALL SHEATHING (wind governs) R.nd 1645 Ib v = R / total shearwall length 59 . 1plf Sheathing 3/8" OSB nailing 8d commons 6" at edges and 12" in field vall 260 plf HOLDDOWNS mark # width ft 1 1 1 1 height wt floor wtrd (net)' wt,,,,„ 0.67 * WttOt, Mresist Ma T,,d hd f+ Ih Ih Ih Ih ff*Ih ft*Ib Ib 13.00 1 9.0 0 -518 1954 962 6253 6875 48 note 2 5.00 9.0 0 -199 752 370 925 2644 344 note 2 4.00 9.0 0 -159 601 296 592 2116 381 note 2 6.00 9.0 0 -239 902 444 1332 3173 307 note 2 notes: 1. Includes uplift 2. none required DESIGN SHEAR FRAMING 2x nom blocking at panel horizontal edges DESIGN SHEAR ANCHORAGE dia 1/2 in fc 2000 psi min embed. 7.00 in IV,,, = 1.3 * 620 Ib 806 Ib (NDS table 8.2E) mark # width V bolts req'd ft Ib ea 1 13.00 764 1 1 5.00 294 1 1 4.00 235 1 1 6.00 353 1 note: washers are to be 2"x2"x3/16" Place one bolt between 3-1/2 and 12" from each end and remainder spaced evenly per shearwall . NO SHEARWALL SCHEDULE number sheathing nail and spacing (in)' tension tie shear notes thickness anchorage 1 3/8" OSB 8d @ 6" 8 12" NONE 1/2" AB as noted 2,4 2 note 5 note 6 SSTB20 1/2" AB as noted 2,3 PHD5-SDS3 3 3/8" OSB 8d @ 4" 812" SSTB20 1/2" AB as noted 2,3,4 PHD5-SDS3 1 Commons or galv box. Galvanized nails to be hot- dipped or tumbled. 2 Anchor bolt washers to be 2" x 2" x 3/16" 3 Studs at ends of shearwalls to be 4" nominal or (2) 2x nailed 12" OC w/ 16d, staggered 4 2" blocking at horizontal panel joints 5 5/8" sheetrock both sides unblocked 6 4" field and edges NAILS TO BE 6d COOLER ( 0.092" DIA., 1-7/8" LONG, WITH 1/4" HEAD), OR WALLBOARD (0.0915" DIA., 1-7/8" LONG, WITH 19/64" HEAD) �0 DESIGN SHEARWALLS- LINES 2 & 3 MARK # 2 wall h 15.0 ft number of shearwalls total length of shearwalls 24.00 ft DESIGN SHEARWALL SHEATHING (wind -governs) Rwind = 2292 Ib + 1645 Ib 3937 Ib (shear from wing + center) v = R / total shearwall length 164 plf 5/8" sheetrock both sides unblocked nailing 4" field and edges NAILS TO BE 6d COOLER ( 0.092" DIA., 1-7/8" LONG, WITH 1/4" HEAD), OR WALLBOARD (0.0915" DIA., 1-718" LONG, NTH 19/64" HEAD) va„ = 2 " 145 plf 290 plf (seismic < 1/2 wind) HOLDDOWNS mark # width height wt floor wt„ d (net)' wt,,,d„ 0.67 * Wtta, M e i t M"t Thd hd ft ft Ib Ib Ib Ib ft*Ib ft*Ib Ib 2 12.00 1 15.0 0 -683 1 1440 1 507 1 3042 1 29529 1 2207 1 note 2 notes: 1. Includes uplift 2. SSTB20 (T,11 = 46001b) with PHDS-SDS3- Ta„ = 4685 Ib DESIGN SHEAR FRAMING end members to be 4x nom or (2) 2x nailed 16d A-12" OC, staggered DESIGN SHEAR ANCHORAGE dia 1/2 in t'c 2000 psi min embed. 7.00 in Val = 1.3 * 620 Ib 806 Ib (NDS table 8.2E) mark # width V bolts req'd ft lb ea 2 12.00 1969 3 note: washers are to be 2"x2"x3/16" Place one bolt between 3-1/2 and 12" from each end and remainder spaced evenly per shearwall . M wall h number of shearwalls total length of shearwalls DESIGN SHEARWALLS- LINE 4 MARK # 1 9.0 ft 31.00 ft DESIGN SHEARWALL SHEATHING (wind governs) Rw;nd 1645 Ib v = R / total shearwall length 53 plf Sheathing 3/8" OSB nailing 8d commons 6" at edges and 12" in field va„ 260 plf HOLDDOWNS mark # width height wt floor wtre (net)' wt.,, 0.67 * Wttota, M.;st ft ft lb lb Ib Ib ft*lb 1 1 1 Mot Thd hd ft*Ib lb 13.00 1 9.0 1 0 -518 1954 1 962 1 6253 1 6210 1 -3 1 note 2 5:00 9.0 0 -199 752 370 925 2389 293 note 2 13.00 9.0 0 -518 1954 962 1 6253 1 6210 -3 note 2 notes: 1. Includes uplift 2. none required DESIGN SHEAR FRAMING 2x nom blocking at panel horizontal edges DESIGN SHEAR ANCHORAGE dia 1/2 in fc 2000 psi min embed. 7.00 in IV.,, = 1.3 * 620 Ib 806 Ib (NDS table 8.2E) mark # width V bolts req'd ft lb ea 1 13.00 690 1 1 5.00 265 1 1 13.00 690 1 note: washers are to be 2"x2"x3/16" Place one bolt between 3-1/2 and 12" from each end and remainder spaced evenly per shearwall . Single 3-112" x 11-718" VERSA -LAM® 2.0 3100 DF Roof Beam1WING BC CALC® 9.3 Design Report - US 1 span I No cantilevers 10/12 slope Wednesday, December 13, 200613:12 Build 057 File Name: BC CALC Project Job Name: Description: WING Address: Specifier. City, State, Zip:, Designer: Customer: Company: . Code reports: ESR -1040 Misc: B0, 31/7' DL 2240 lbs RLL 2390 lbs Total Horizontal Product Length = 10-03.00 B1, 31/7' DL 2240 lbs RLL 2390 lbs Load Summary Value Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 100% 133% 125% Trib. 1 Roof Unf. Area (psf) Left 00-00-00 10-03-00 - 14 16 20-00-00 2 Point load from Al Conc. Pt. (Ibs) Left 05-01-08 05-01-08 1500 1500 n/a Controls Summary Value %Allowable Duration Load Case Span Location Pos. Moment 14651 ft -lbs 55.1% 125% 5 1 - Internal End Shear 3847 lbs 39.0% 125% 5 1 - Left Total Load Defl. U504 (0.233") 35.7% 5 1 Live Load Defl. U982 .12") 24.4% 5 1 Max Defl.0.23 " O 'Q-- 23.3% 5 1 Span / Depth 9.9 —=--- n/a 1 % Allow % Allow Bearing Supports Dim. (L x VY) Value Support Member Material BO Post 3-1/7x 3-1/2" 4630 lbs n/a 50.4% Unspecified B1 Post 3-1/2" x 3-1/2" 4630 lbs n/a 50.4% Unspecified Cautions Column at Bearing BO analyzed for bearing only, column analysis has not been performed. Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. Notes Design meets Code minimum (L/180) Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary (T) Maximum load deflection criteria. Member Slope = 0, consider drainage. Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as.evidence of suitability for particular application. Output here based on building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALCO, BC FRAMER@ , AJS-, ALUOISTO , BC RIM BOARD-, BCI®, BOISE GLULAM-, SIMPLE FRAMING SYSTEMS, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIMS, VERSA -STRAND®, VERSA -STUDS are trademarks of Boise Wood Products, L.L.C. B®S Single 3-1/2" x 9-1/2" VERSA-LAW.2.0 3100 DF Roof BeamICENTER BC CALC® 9.3 Design Report - US 1 span I No cantilevers 0/12 slope Wednesday, December 13, 2006 13:15 Build 057 File Name: BC CALC Project Job Name: Description: CENTER Address: Specifier. City, State, Zip: Designer: Customer: Company: Code reports: ESR -1040 Misc: B0, 3 -1/2 - DL 653 lbs RLL 686 lbs B1, 3-1/7' DL 653 lbs RLL 686 lbs Total Horizontal Product Length = 124)3-00 Load Summary Live Dead snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 100% 133% 125% Trib. 1 Roof Unf. Area (psf) Left OMO-00 12-03-00 14 16 07-00-00 Controls Summary Value - % Allowable Duration Load Case Span Location Pos. Moment 3798 ft -lbs 21.8% 125% 5 1 - Internal End Shear 1102 lbs 14.0% 125% 5 1 - Left Total Load Defl. L/744 (0.19") 24.2% 5 1 Live Load Defl. UJA53 (0.097") 16.5% 5 1. Max Defl. qL4��cl(' 19.0% 5 1 Span / Depth 14.9 n/a 1 % Allow % Allow Bearing Supports Dim. (L x M Value Support Member Material BO Post 3-1/2" x 3-1/2" 1339 lbs n/a 14.6% Unspecified B1 Post 3-1/2" x 3-1/2" 1339 lbs n/a 14.6% Unspecified Cautions Column at Bearing BO analyzed for bearing only, column analysis has not been performed. Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. Notes Design meets Code minimum (L/180) Total load deflection criteria. Design meets Code minimum (L/240) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Member Slope = 0, consider drainage. LZ Disclosure Completeness and accuracy of input must be verged by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER®, AJS—, ALUOIST@ , BC RIM BOARD-, BCI®, BOISE GLULAM-, SIMPLE FRAMING SYSTEMS, VERSA -LAMS, VERSA -RIM PLUS@ , VERSA -RIM®, VERSA -STRAND@, VERSA -STUDS are trademarks of Boise Wood Products, L.L.C. Aes ign Truss Monte Call - 793 Camellia Dr - (530) 877.4732 Off ice. Take -off Design & Sales Paradise, CA 95969 (530) 877.4732 FAX TRUSS ENGINEERING MacDonald Shop 3U.T,.C;OUNTY WjLoING DIVIS1 �.Oo �q, Truswal Systems (800) 322-4045 101 a Im I 0 N 4 01 -No ISILIA u 0 In PA 1 Job Name: shhughsho BEGS -LOC REACT SIZE REQ'D TC 2x6 DFL #2 1 O- 1-12 2963 3.50 . 1.58" 2x4 DFL #1 1-2.9-10 2 39-10- 4 2963 3.50• 1.58• BC 2x6 DFL #2 BEG REQOI-04ENTS shorra are based ONUVEB 2x4 DFL STANDARD on the truss material at each bearing. t++res+++++♦++tt+++F+ Nall pattern shown Is for PLF loads only. TC FORCE AIL END CSI Concentrated loads MUST be distributed 1-2 -5159 0.09 0.15 0.25 to each ply equally. On multi -ply with hangers, 2-3 -7440 0.07 0.19 0.26 use 3" nails min. Into the carrying 3-4 -9065 0.10 0.13 0.23 member. For more than 2 ply, use additional fasten. 4-5 -9629 0.11 0.13 0.25 ers as Indicated from the back plys, or use 5-6 -9629 0.11 0.13 0.25 any other approved detail (by others). 6-7 -9629 0.11 0.13 0.25 4+++.r+r+4+++♦r+t+4t+r 7-8 -9065 0.10 0.13 0.23 8-9 -7441 0.07 0.19 0.26 9-10 -5159 0.09 0.15 0.25 BC FORCE AIL END CSI 11-12 4389 0.28 0.06 0.34 12-13 4398 0.29 0.07 0.36 13-14 7591 0.49 0.09 0.58 14-15 7591 0.49 0.07 0.56 15-16 9142 0.59 0.09 0.68 16-17 9142 0.59 0.09 0.68 17-18 7591 0.49 0.07 0.56 18-19 7591 0.49 0.09 0.58 19-20 4398 0.29 0.07 0.36 20-21 4389 0.28 0.06 0.34 NEB FORCE CSI PLEB FORCE CSZ 2-12 291 0.07 7-16 589 0.12 2-13 3490 0.71 7-17 -833 O.OS 3-13 -1556 0.09 8-17 1798 0.37 3-15 179E 0.37 8-19 -1556 0.09 4-15 -833 0.05 9-19 3490 0.71 4-16 589 0.12 9-20 291 0.07 6-16 -477 0.03 Truss ID: Al Plating Spec: ANSIJTPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICSO RESEARCH REPORT #1607 Loaded for 10 PSF non -concurrent BCLL Drainage must be provided to avoid ponding. Permanent bracing Is required (by others) to prevent rotationhoppling. See BCSI 1-03 and ANSUTPI 1. Continuous lateral bracing attached to gat TC as Indicated. Lumber must be structural grade. Brace @ 24" o.c. unless noted. PLATING BASED ON GREEN LUMBER VALUES. 2-PLYI Nail w/10d BOX, staggered (per NDS) In: TC- 2 BC- 2 WEBS. 2 "PER FOOTI- �' I-5--10-1155 5-10-15 2-PLYS 1 z 3 4 5 6 7 8 9 10 t7 0 REQUIRED _01CA 28-0-0 246 _7... S=6.6 or - -- W:308 S2 11:2963 W:308 U: 11:2963 U: 1 ifiA 40-" 11 12 13 1415 16 1718 19 20 21 4 D This design based on chord bracing applied per the following schedule: max O.C. from to TC 24.00" 540-15 34-0.0 HORIZONTAL REACTION(S): support 1 130 lb support 2 130 Ib This truss is designed using the USC -97 Code. Bldg Enclosed = Yes, Importance Factor =1.00 Truss Location = End Zone Hurricane/Ocean Une = No, Exp Category - B Bldg Length = 90.00 ft, Bldg Width = 40.00 ft Mean roof height - 10.99 ft, mph = 80 UBC Standard Occupancy, Dead Load = 15.6 psi OAD CASE 91 DESIGN LOADS Dir LPIf LLoc R.Pif R.Loc LL/rL TC Vert 74.00 -1.6- 0 74.00 0.0- 0 0.15 TC Vert 54.00 o.0-0 54.00 6-0-0 0.59 TC Vert 108.00 6.0- 0 108.00 34.0- 0 0.59 TC Vert 54.00 34-0-0 54.00 40-0.0 0.59 TC Vert 74.00 40-0-0 74.00 41-6-0 0.15 BC Vert40.00 0-0-0 40.00 40-0.0 0.00 ...Type... Itis X.Loc LLITL TC Vert 0.0 0-1-12 1.00 TC Vert 128.1 6-0-0 1.00 TC Vert 1, 6-0-0 0.00 TC Vert 128.1 34.0-0 1.00 TC Vert 88.1 34-0-0 0.00 TC Vert 0.0 39-10-4 1.00 T 47-15 = 1SHIP 0.4-5 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. ® This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Chk: ARCD are to be verified by the component manufacturer and/or building designer prioi to fabrication. The building designer must ascertain that the loads DSgnr: ABCD DESIGN utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord ASSISTANCE is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material direct) attach TC Live 16.00 psf noted Bracing shown is for lateral support of components members only to reduce bucklinglen This tour y ped. zein my otherwise g� pone.[ shall not be laced in an TC Dead 11.00 psf environment that will cause the moisture content of the wood to exceed 191. and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'Joint and Curing Detail Reports available as output from Truswal software', BC Live 0.00 psf 'ANSI/PPI 1', •WTCA I'- Wood Truss Council of America Standard Design Responsibilities,'HANDLING INSTALLING AND BRACING METAL BC Dead 10.00 psf 793 Camellia Dr., Paradise CA 95969 PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and'HIB-91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) is located at D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 37.00 psf MAX DEFLECTION (span) : L1999 IN MEM 15-16 (LIVE) L- -0.25" D= -0.33" T= 40.58" - Joint Locations 1 0-0-0. 12 5-5.9 2 5-7-5 13 10-8.0 3 10-8-0 14 14-0.0 4 15-4-0 15 15-4-0 5 17-7-5 16 20-0-0 6 20-0-0 17 24-s-0 7 24.8-0 .18 26.0- 0 8 29-4-0 19 29.4-0 9 34-4-11 20 34-6- 7 10 40- 11 OQ �EESSIOq��F P. ff 7 Zo CML L \� OF CA -0i9 12/13/2006 Scale: 3/32" = 1' WO:shhughshop DurFacs L=125 P=1.15 Rep Mbr Bnd 1.00 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Seqn T6.4.24 - 0 Job Name: shhu hsho Truss ID: A2 Qt : 2 Drw BRO 1 2 x -LOC REACT SIZE 0- 1-12 1591 3.50• 39-10- REQ' D TC 2x4 DFL #1 Plating s 1.70• BC 2x4 DFL #1 Spec: ANSI/TPI - 1995 THIS DESIGN This design based on chord bracing applied BRO REQUIREMMUS 4 1591 3.50• ahovn are based IS THE COMPOSITE RESULT OF 1.70• WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. ONIfYbaded for perthe following schedule: 10 PSF non -concurrent SCLL on the ti uas material at each bearir>0ontlnuous lateral bracing attached to Oat PLATE VALUES PER ICBO RESEARCH REPORT #1607. max O.C. from TC 24.00" to TC FORCE ASL BHD TC as Indicated. Lumber must be structural Drainage must be provided to avoid ponding. PLATING BASED ON GREEN LUMBER 7-10.15 32-0-0 HORIZONTAL REACTION(S): 1-2 CSI -2534 0.05 0.22 0.27 grade. Brace @ 24" o.c. unless noted. VALUES. This truss is designed using the support 1 •1841b 2-3 -2365 0.05 0.10 0.16 UBC -97 Code. support 2 •184 Ib 3-4 -2779 0.14 0.18 0.32 Bldg Enclosed = Yes, Importance Factor - 1.00 4-5 -3188 0.18 0.12 0.31 Truss Location = End Zone 5-6 -3333 0.20 0.10 0.30 Hurricane/Ocean Line = No, Exp Category = B 6=7 -3333 0.20 0.10 0.30 Bldg Length - 90.00 ft, Bldg Width - 40.00 ft 7-8 -3333 0.20 0.10 0.30 Mean roof height= 11.57 ft, mph = 80 8-9 -3188 0.16 0.12 0.31 UBC Standard Occupancy, Dead Load = 15.6 psf 9-10 -2779 0.14 0.18 0.32 10-11 -2365 0.05 0.10 0.16 11-12 -2534 0.05 0.22 0.27 BC FORCE ASL END CSI 13-14 2132 0.32 0.18 0.50 14-15 2131 0.32 0.08 0.40 1546 2005 0.30 0.07 0.37 16-17 2810 0.42 0.04 0.47 MAX DEFLECTION (span) : 17-18 2810 0.42 0.04 0.47 U999 IN MEM 19-20 (LIVE) 18-19 3204 0.48 0.05 0.53 L=-0.19" D=-0.25" T=-0.44" 19-20 3204 0.46 0.05 0.53 20-21 2810 0.42 0.04 0.47 - Joint Locations-= 21-22 2810 0.42 0.04 0.47 1 0-0-0 14 4-2-13 22-23 2005 0.30 0.07 0.37 2 4-2-13 15 7-9-0 23-24 2131 0.32 0.08 0.40 3 7-9-0 16 12-0-0 24-25 2132 0.32 0.18 0.50 4 12-0-0 17 14-0-0 5 16-0-018 16-0-0 WEB FORCE CSI WEB FORCE CSI 6 19-8-0 19 20-0-0 2-14 2-15 41 0.02 8-19 195 0.08 -210 0.06 8-20 -357 0.12 7-10-15 7-10-1$ 7 20-0-0 20 24-0-0 8 24-0-0 21 26-0-0 3-15 3-16 230 0.09 9-20 578 0.23 1 2 3 4 5 67 8 9 '10 11 12� 9 28-0-0 22 28-0-0 1075 0.44 9-22 -665 0.23 10 32-3-0 23 32-3-0 4-16 4-18 -665 0.23 10-22 1075 0.44 7.00 24-0-0 11 35-9-3 24 35-9.3 578 0.23 10-23 230 0.09 -7.00 0-0 12 40- 0- 0 25 40-0-0 5-18 -357 0.12 11-23 -210 0.06 2,5-0 2.5-4 4-10 13 0 5-19 195 0.08 11-24 41 0.02 T 4-10 ,$ 7-19 -209 0.07 3.5.4 4-11-11 3.5-4 4 12 1 3 a IN 5-9-15 = 3-8 I SHIP 0-4-5 1.5-4 3.5-4 3-7 2.5-4 2.5-4 _ 1 B1 2.5-4 S=4- 1.5-0 B2 S=4-5 0 4 5 5� 54 . W:308 B2QP�FESSifQpr�� �9 11:1591 414 Fy U: 11:1591 U: P. cy CO3 16�-0 W 7 1 40-" i 13 14 15 16 17 18 19 20 21 22 23 24 25 6 13 CM\" �r sr9 OF CAL \II - 12/13/2006 plates are 20 gauge Truswa( Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. �i D r YYAnl PING Read all notes on this sheet and it Scale: 3/32" = 1' give a copy of to the Erecting Contractor. This design is for an individual building component not truss system. It has been based Eng. Job:.EJ. WO: shhughshop le 61� on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional Chit: ABCD DESIGN a accuracy. Dimensions re to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads Dsgnr: ABCD ASSISTANCE utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the tap chord D laterally braced by the roof or floor sheathing and the bottom chord is laterally TC Live 16.00 braced by a rigid sheathing material direct) attach noted. Bracing shown is for lateral support of cam Y ed, unless otherwise PPo portents members only to reduce buckling psf DurFacs L=1.25 P=1.15 length. This component shall not environment that will cabe placed in any use the moisture content of the wood to exceed 19•/ TC Dead 11.00 psf Rep Mbr Bnd 1.15 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Troswal software', ANSVIPI BC Live 0.00 psf O.C.Spaeing 2-0-0 793 Calnellia Dr., Paradise CA 95969 I','WTCA 1' - Wood Truss Council of America Standard Design Responsibilities,'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) BC Dead 10.00 psf P Design Spec UBC and'HIB-91 SUMMARY SHEET b TPL The Truss Plate Institute _ o Drive, Madison. Wisconsin 53719. The American Forest Paper aDC -97 and Association (AFPA) is located at 1111 19th Stmt, NW, Ste 800,Washlington 200036 TOTAL 37.00sf P Seqn T6.424 - 0 Job Name: shhucihsh saca-Loc REACT SIZE RRQ'D TC 2x4 DFL #1 1 0- 1-12 1591 3.50 . 1.70• BC 2x4 DFL 91 2 39-10- 4 1591 3.50• 1.70• WEB 2x4 DFL STANDARD BRG RRQUIREMENTs sho.m are based ONLbbaded for 10 PSF non -concurrent BCLL. on the trues material at each bearir$ontinuous lateral bracing attached to flat TC as Indicated. Lumber must be structural Tc FORCE AXL END CSI grade. Brace @ 24" O.C, unless noted. 1-2 -2527 0.05 0.24 0.29 F'Ail; 2-3 -2250 0.05 0.11 0.16 3-4 -2473 0.11 0.23 0.34 4-5 -2643 0.12 0.23 0.36 5-6 -2643 0.12 0.16 0.28 6-7 -2643 0.12 0.23 0.36 7-8 -2473 0.11 0.23 0.34 8-9 -2258 0.05 0.11 0.16 9-10 -2527 0.05 0.24 0.29 SC FORCE ARL WM CSI 11-12 2119 0.32 0.15 0.47 12-13 2118 0.25 0.17 0.42 13-14 1899 0.23 0.17 0.40 14-15 1899 0.23 0.16 0.39 15-16 2490 0.31 0.16 0.47 16-17 2490 0.31 0.16 0.47 17-18 1899 0.23 0.16 0.39 18-19 1899 0.23 0.17 0.40 19-20 2118 0.25 0.17 0.42 20-21 2120 0.32 0.15 0.47 NRB FORCE CSI WEB FORCE CSI 2-12 102 0.04 7-16 231 0.09 2-13 -287 0.14 7-17 -468 0.25 3-13 316 0.13 8-17 811 0.33 3-15 811 0.33 8-19 316 0.13 4-15 -468 0.25 9-19 -287 0.14 4-16 231 0.09 9-20 102 0.04 5-16 -249 0.13 T 6-1-11 1 3 0-4-5 0-1 Truss ID: A3 Plating spec : ANSI/TPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT 91607 Drainage must be provided to avoid ponding. PLATING BASED ON GREEN LUMBER VALUES. This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor =1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = B Bldg Length = 90.00 ft, Bldg Width - 40.00 ft Mean roof height = 12.15 ft, mph = 80 UBC Standard Occupancy, Dead Load = 15.6 psi _ 9-10-15 1 9-10-15 1 2 3 4 5 6 7 8 9 10-' 7� 0p 20-0-0 f -7.00 4-10. 22-5-d1 S5-13.5-0 a C 2 This design based on chord bracing applied per the following schedule: max o.c. from to TC 24.00" 9-10-15 30-0-0 HORIZONTAL REACTION(S): support 1 -235 lb support 2 235 lb F'opip<11P6, F'Ail; \10 6-11-15 SKO�! �.a a S=3.5-4 3-7 2.5-4 2.5-0 1.5-4 - 4 5 J- B1 2.5.4 2.5-4 S=3.5-0 W:308 B2 R:1591 W:308 U: R:1591 U: 1" 1 40-0-0 11 12 13 1415 16 1718 19 20 21 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. WARNING Read all notes on this sheet and give a copy ojit to the Erecting Contractor. Eng. Job: EJ. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Chk: ABCD are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads Dsgnr: ABCD DESIGN utilized on this design meet or exceed the loading imposed by the IocaI building code and the particular application. The design assumes that the top chord ASSISTANCE is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Live 16.00 psf ® noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 11.00 psf environment that will cause the moisture content of the wood to exceed 19% and/or rause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Truswal software, BC Live 0.00 psf 793 Camellia Dr., Paradise CA 95969 'ANSI/TPI 1'. '1VTCA I - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL BC Dead 10.00 psf PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and'HIB-91 SUMMARY SHEET' by TPL The Truss Plate Institute (TPI) is located at D'Onof io Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 37.00 psf MAX DEFLECTION (span) : 1-/999 IN MEM 16-17 (LIVE) L=-0.14" D=-0.18" T--0.32' Joint Locations 1 0-0-0 12 5-2-13 2 5-2-13 13 9-9.0 3 9-9-0 14 14-0-0 4 15-0-0 15 15.0-0 5 20-0-0 16 20-0-0 6 21-9-0 17 25-0-0 7 25-0-018 26-0.0 8 30- 3-0 19 30-3- 0 9 34- 9- 3 20 34-9.3 10 40- 0- 0 21 40- 0.0 11 0-0-0 ti s CAN- 12/13/2006 Scale: 3/32" = 1' WO:shhughshop DurFacs L=125 P=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Seqn T6.424 - 0 Job Name: shhuqhsho BRG X -LOC REACT SIZE REQ'D TC 2X4 DFL #1 1 0- 1-12 1591 3.50• 1.70• BC 2X4 DFL #1 2 39-10- 4 1591 3.50• 1.70• WEB 2x4 DFL STANDARD BRO he t PE NTs ehowa are based OMftaded for 10 PSF non -concurrent BCLL on the twee material at each bearir@ontinuous lateral bracing attached to flat TC as Indicated. Lumber must be structural TC FORCE AXL BND csI grade. Brace @ 24" o.c. unless noted. 1 2 - 2-3 -2510 -2140 0.05 0.04 0.27 0.24 0.32 0.27 3-4 -2088 0.08 0.15 0.23 4-5 -2178 0.08 0.14 0.23 5-6 -2178 0.08 0.10 0.18 6-7 -2178 0.08 0.14 0.23 7-8 -2088 0.08 0.15 0.23 8-9 -2140 0.04 0.24 0.27 9-10 -2510 0.05 0.27 0.32, BC FORCE AXL BM CSI 11-12 2097 0.32 0.12 0.43 12-13 2096 0.25 0.16 0.41 13-14 1781 0.22 0.16 0.38 14-15 1781 0.22 0.09 0.32 15-16 2097 0.32 0.04 0.36 16-17 2097 0.32 0.04 0.36 17-18 1781 0.22 0.09 0.32 18-19 1761 0.22 0.16 0.38 19-20 2096 0.25 0.16 0.41 20-21 2097 0.32 0.12 0.43 WEB FORCE CSI WEB FORCE CSI 2-12 175 0.07 7-16 160 0.10 2-13 -385 0.28 7-17 -372 0.30 3-13 366 0.15 8-17 549 0.22 3-15 549 0.22 8-19 366 0.15 4-15 -373 0.30 9-19 -385 0.28 4-16 160 0.07 9-20 175 0.07 5-16 -199 0.16 Truss ID: A4 Plating spec : ANSIt7Pl -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 Drainage must be provided to avoid ponding. PLATING BASED ON GREEN LUMBER VALUES. This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zane Hurricane/Ocean Line = No, Exp Category - B Bldg Length = 90.00 ft, Bldg Width = 40.00 ft Mean roof height = 12.74 ft, mph = 80 UBC Standard Occupancy, Dead Load = 15.6 psf 11 11-10-Z5 ,3 4 5 16 11-10-15 9 10 7,p - 16-" -7.000 1.5-4 W:308 B2 R:1591 W:308 U: 11:1591 U: 16� 40-0-0 1 11 12 13 14 15 16 17 18 19 20 21 Pa This design based on chord bracing applied per the following schedule: max o.c. from to TC 24.00" 11-10-15 28-0=0 HORIZONTAL REACTION(S): support1 2851b support 2 285 Ib T B-1-15 1SHIP 0-45 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. W-4JR ING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. ® This design is for an individual building component not truss system it has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Chit: ABCD are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads Dsgnr: ABCD DESIGN utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Live 16.00 psf ASSISTANCE ® noted Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 11.00 psf environment that will cause the moisture content of the wood to exceed 190/6 and/or muse connector plate corrosion. Fabricate, handle, install and bran this truss in accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Truswal software', BC Live 0.00 psf 793 C4mellia Dr., Paradise CA 95969ANSViPI 1', VTCA V- Wood Truss Council ofAmerica Standard Design Responsibilities,'HANDLING INSTALLING AND BRACING METAL BC Dead 10.00 psf PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and'HIB-91 SUMMARY SHEET by TPI. The Truss Plate Institute(Tri) is located at MOnofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Strut, NW, Ste 800, Washington, DC 20036. TOTAL 37.00 psf MAX DEFLECTION (span) : 1-/999 IN MEM 16-17 (LIVE) L= -0.11" D= -0.15" T= -026" - Joint Locations m 1 0-0-0 12 6.2-13 2 6-2-13 13 11-9.0 3 11-9-0 14 14-0-0 4 16-0-0 15 16-0.0 5 20-0- 0 16 20-0-0 623-6-4 17 24-0-0 7 24- 0- 0 18 26-0-0 8 28-3-0 19 28-3-0 9 33-9-3 20 33-9.3 10 40-0-0 21 40-0-0 11 0-0-0 CMS- �a�� OF CA%N� 12/13/2006 Scale: 3132" = 1' WO:shhughshop DurFacs L=1.25 P=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2-0-0 Design Spec UBC -97 Seqn T6.424 - 0 Job Name: shhucihsho BRO X -LOC REACT SIZE REQ 'D TC 2x4 DFL #1 1 0- 1-12 572 3.50• 1.50" BC 2x4 DFL #1 2 15- 3-12 572 3.50• 1.50• WEB 2x4 DFL STANDARD BRO REQuIRE2 4ENTs shown are based ot�rainage must be provided to avoid ponding. on the trues material at each bearitRit.ATING BASED ON GREEN LUMBER VALUES. End verticals designed for axial loads only. TC FORCE AXL BND CSI Extensions above or below the truss profile 1-2 -273 0.00 0.03 0.03 (if any) require additional consideration 2-3 -760 0.01 0.14 0.15 (by others) for hertz loads on the bldg. 3-4 -778 0.01 0.14 0.15 4-5 -777 0.01 0.13 0.14 5-6 -274 0.00 0.03 0.03 BC FORCE AEL END CSI 7-8 35 0.00 0.06 0.06 8-9 216 0.03 0.07 0.09 9-10 785 0.09 0.07 0.16 10-11 216 0.03 0.07 0.09 11-12 -35 0.00 0.07 0.07 WEB FORCE CSI WEB FORCE CSI 1-7 -581 0.07 4-10 -223 0.03 1-8 460 0.19 5-10 643 0.26 2-8 -327 0.05 5-11 -322 0.05 2-9 628 0.26 6-11 460 0.19 3-9 -229 0.04 6-12 -583 0.07 3-10 -14 0.01 I. 3-2-14T 2-3-0 1 31 Truss ID: A5 Plating spec : ANSI/TPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBG RESEARCH REPORT #1607. Continuous lateral bracing attached to flat TC as Indicated. Lumber must be structural grade. Brace @ 24" o.c. unless noted. 2 Drwg: This design based on chord bracing applied per the following schedule: max O.C. from to TC 24.00" 1- 7-11 13- 8-12 This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line - No, Exp Category = B Bldg Length - 90.00 ft, Bldg Width - 40.00 ft Mean roof height - 10.70 ft, mph = 80 UBC Standard Occupancy, Dead Load - 15.6 psf 3- -11 4 5 6 7r 00 -0-0 -7.00 Sl,/1 -4 T3-2-14 2-3-6 SHIP 1 2'4r B1 2.5-4 2.5.4 2-4 W:308 B2 R:572 W:308 U: R:572 U: 7 g 15-5-0 9 10 11 12 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. ® This design is for an individual building component not thus system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Chk: ARCD arc to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the bads Dsgnr. ABCD DESIGN utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Live 16.00 psf ASSISTANCE noted. Bracing shown is for lateral support orcomponenu members only to reduce buckling length This component shall not be placed in any TC Dead 11.00 psf environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this thus in accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Truswal software', BC Live 0.00 psf 'ANSI/TPI 1','WTCA I' - Wood Truss Council of America Standard Design Responsibilities, (HANDLING INSTALLING AND BRACING METAL BC Dead 10.00 psf 793 Camellia Dr., Paradise CA 95969 PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and'HIB-91 SUMMARY SHEET by TPI. The Truss Plate Institute Madison, Wisconsin 53719. The American Forest and Pa Association AFPA) is located at 1111 19th S (TPI)heated rio Drive, aT ( Street, NW, Ste 800, D 20036 Washington. DC 20036. TOTAL 37.00 psf MAX DEFLECTION (span) : 1-/999 IN MEM 9-10 (LIVE) L= -0.02" O= -0.02" T- -0.04- - Joint Locations 1 0-0-0 7 0-0-0 2 1- 5-12 8 1- 5-12 3 5-8-12 9 5-8-12 4 9-8-12 10 9-8-12 5 13-11-12 11 13-11-12 6 15-5-8 12 15.5-8 s CM` ��P OF CNOW 12/13/2006 Scale: 5/16" = V WO:shhughshop DurFacs L=1.25 P=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Seqn T6.424 - 0 Job Name: shh BEGX-LOC REACT SIZE REQ'D TC 2x4 DFL #1 1 0- 1-12 572 3.50 . 1.50• BC 2x4 DFL #1 2 15- 3-12 572 3.50• 1.50• WEB 2x4 DFL STANDARD BEG REQDYIREKKNTS shorrn are based OMbbaded for 10 PSF non -concurrent BCLL on the tru=e material at each bearin@ontinuous lateral bracing attached to flat BRG RANGER/CLIP NOTE TC as Indicated. Lumber must be structural 1 LUS26 grade. Brace Q 24" o.c. unless noted. 2 LDS26 Support Conaection(s)/Eanger(s) are not designed for horizontal loads. SEs Sr"SON CATALOG FOR ADDITIONAL INSTALLATION NOTES TC FORCE ABI. BND CSI 1-2 -467 0.00 0.09 0.09 2-3 -589 0.01 0.18 0.18 3-4 -589 0.01 0.18 0.18 4-5 -467 0.00 0.09 0.09 BC FORCE ABL BND CSI 6-7 -13 0.00 0.10 0.10 7-8 373 0.05 0.13 0.17 8-9 373 0.05 0.13 0.17 9-10 -13 0.00 0.10 0.10 NEB FORCE CSI NEB FORCE CSI 1-6 -548 0.07 4-8 278 0.11 1-7 448 0.18 4-9 -166 0.05 2-7 -166 0.05 5-9 448 0.18 2-8 278 0.11 5-10 -548 0.07 3-8 -259 0.07 3 - Truss ID: A6 Plating Spec: ANSVTPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607. Drainage must be provided to avoid ponding. PLATING BASED ON GREEN LUMBER VALUES. End verticals designed for axial loads only. Extensions above or below the truss profile (if any) require additional consideration (by others) for horiz loads on the bldg. 2 D 3-7-11 1 3 3-7-11 4 5 7.00 8-0-0 _7.00 , This design based on chord bracing applied Per the following schedule: max o.c. from to TC 24.00" 3-7.11 11-8-12 Required bearing widths and bearing areas apply when truss not supported in a hanger. This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line - No, Exp Category = B Bldg Length = 90.00 it, Bldg Width - 40.00 ft Mean roof height = 11.29 ft, mph = 80 UBC Standard Occupancy, Dead Load - 15.6 psf f - T 4414 SHIP 2-3-0 1 2.4 B1 2-4 W:308 B2 11:572 W:308 U: 11:572 U: 1 s -s -s 6 7 8 9 10 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. MAX DEFLECTION (span) : L/999 IN MEM 6-9 (LIVE) L=-0.01" D=-0.01" T--0.02- - Joint Locations - 1 0- 0- 0 6 0.0-0 2 3- 5-12 7 3.5-12 3 7- 8-12 8 7- 8.12 4 11-11-12 9 11-11.12 5 15- 5- 8 10 15- 5.8 s,?Cml-A OF Ck�%� 12/13/2006 Scale: 5116" = 1' WO:shhughshop DurFacs L=1.25 P=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Seqn T6.424 - 0 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. ® This design is for an individual building component not taus system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional Chk: ABCD DESIGN accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design mea or exceed loading DSgnr: ABCD ASSISTANCE the imposed by the local building code and the particular application. The design assumes that the top chord s laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attach 8 TC Live 16.00 psf ® noted. Bracing shown is for lateml Support of cora Y ed, unless otherwise PW portents members only to reduce buckling length This component shall not be placed in any environment that will cause the moisture content of the wood to 19% TC Dead 11.00 psf exceed and/or cause connector plate corrosion. Fabricate, handle, install ' and bmce this truss in accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Truswal software', 'ANSI/TPI 1','WTCA V- Wood Truss Council of America Standard Responsibilities,'HANDLING BC Live 0.00 psf 793 Catmellia Dr., Paradise CA 95969 Design INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and'HfB-91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) is located D'Onofrio BC Dead 10.00 psf at Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 111 119th Street, NW, Ste 800, Washington, DC 20036. TOTAL 37.00 psf MAX DEFLECTION (span) : L/999 IN MEM 6-9 (LIVE) L=-0.01" D=-0.01" T--0.02- - Joint Locations - 1 0- 0- 0 6 0.0-0 2 3- 5-12 7 3.5-12 3 7- 8-12 8 7- 8.12 4 11-11-12 9 11-11.12 5 15- 5- 8 10 15- 5.8 s,?Cml-A OF Ck�%� 12/13/2006 Scale: 5116" = 1' WO:shhughshop DurFacs L=1.25 P=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Seqn T6.424 - 0 Job Name: shhuqhsh BEG x -Loc REACT SIZE REQ'D TC 2x4 DFL #1 1 0- 1-12 572 3.50• 1.50• BC 2x4 DFL #1 2 15- 3-12 572 3.50• 1.50• WEB 2x4 DFL STANDARD BRG REQtrIRENENTS show are based ONI)Yoaded for 10 PSF non -concurrent BCLL. on the truss material at each bearinContinuous lateral bracing attached to flat BRG RANGER/CLIP NOTE TC as Indicated. Lumber must be structural 1 LDS26 grade. Brace @ 24" o.c. unless noted. 2 LDS26 This truss Is designed using the Support connection(s)/Ranger(s) are UBC -97 Code. not designed for horizontal loads. Bldg Enclosed = Yes, Importance Factor - 1.00 SEE SINPSON CATALOG Truss Location = End Zone ' FOR ADDITIONAL INSTALLATION NOTES Hurricane/Ocean Line - No, Exp Category = B Bldg Length = 90.00 ft, Bldg Width = 40.00 ft TC FORCE ASL END CSi Mean roof height = 11.87 ft, mph = 80 1-2 -529 0.000.24 0.24 UBC Standard Occupancy, Dead Load = 15.6 psf 2-3 -408 0.00 0.16 0.17 3-4 -531 0.00 0.24 0.24 BC FORCE AIL BND CSI 5-6 -151 0.00 0.17 0.17 6-7 407 0.05 0.16 0.23 7-8 151 0.00 0.18 0.18 NEB FORCE CSI NEB FORCE CSS 1-5 -529 0.07 3-7 108 0.03 1-6 439 0.18 4-7 440 0.18 2-6 _ 76 0.03 4-8 -528 0.07 2-7 144 0.11 5-0-14 T 2-3-6 T 3- Truss ID: A7 Plating spec : ANSI/TPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 Drainage must be provided to avoid ponding. PLATING BASED ON GREEN LUMBER VALUES. End verticals designed for axial loads only. Extensions above or below the truss profile (if any) require additional consideration (by others) for horir- loads on the bldg. 2 5-7-11 -4 5-7-11 1 2 3 4 7.00 - t 4-0-0 -7.00 , X This design based on chord bracing applied per the following schedule: max O.C. from to TC 24.00" 5-7-11 9-8-12 Required bearing widths and bearing areas apply when truss not supported in a hanger. HORIZONTAL REACTION(S): support 1 151 lb support 2 151 lb 5-0-14 T I SHIP 23-6 A 2-4 61 2-4 W:308 B2 R:572 VV:308 U: R:572 U: 1 s -s-8 5 6 7 8 011 plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Eng. Job: EJ. Chk:ABCD Dsgnr: ABCD TC Live 16.00 psf TC Dead 11.00 psf BC Live 0.00 psf BC Dead 10.00 psf TOTAL 37.00 psf MAX DEFLECTION (span) : 1-1999 IN MEM 7.8 (LIVE) L= -0.02" D= -0.02" T= -0.04- - Joint Locations - 1 0-0-0 5 0-0.0 2 5- 5-12 6 5- 5-12 -3 9-11-12 7 9-11-12 4 15- 5- 8 8 15.5- 8 C7 7 9 tti CC CML OF CAN'E�Q� 12/13/2006 Scale: 5/16" = 1' WO:shhughshop DurFacs L=1.25 P=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2-0-0 Design Spec UBC -97 SegnT6.4.24- 0 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional DESIGN accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed ASSISTANCE by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roofer floor sheathing and the bottom chord is laterally braced by a rigid sheathing directly ®noted. material attached, unless otherwise Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Truswal 'ANSI/TPI 793 Camellia Dr., Paradise CA 95969 software, 1','WTCA 1' - Wood Truss Council ofAmerica Standard Design Rcsponsibilities,'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and'HIB-91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located 1 111 19th at Street, NW, Ste 800, Washington, DC 20036. Eng. Job: EJ. Chk:ABCD Dsgnr: ABCD TC Live 16.00 psf TC Dead 11.00 psf BC Live 0.00 psf BC Dead 10.00 psf TOTAL 37.00 psf MAX DEFLECTION (span) : 1-1999 IN MEM 7.8 (LIVE) L= -0.02" D= -0.02" T= -0.04- - Joint Locations - 1 0-0-0 5 0-0.0 2 5- 5-12 6 5- 5-12 -3 9-11-12 7 9-11-12 4 15- 5- 8 8 15.5- 8 C7 7 9 tti CC CML OF CAN'E�Q� 12/13/2006 Scale: 5/16" = 1' WO:shhughshop DurFacs L=1.25 P=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2-0-0 Design Spec UBC -97 SegnT6.4.24- 0 Job Name: shhughs BEG 8 -LOC RRACr slzE REWD TC 2x4 DFL #1 1 0- 1-12 572 3.50• 1.50• BC 2x4 DFL #1 2 15- 3-12 572 3.50• 1.50• WEB 2x4 DFL STANDARD BEG REQUIREMENTS shown ere based ONrMraded for 10 PSF nonconcurrent BCLL on the truae material at each bearivend verticals designed for axial loads only. BRO HANGER/CLIP NOTE Extensions above or below the truss profile I LUS26 (if any) require additional consideration 2 LUS26 (by others) for horir- loads on the bldg. Support Cornection(s)/Ranger(c) are not designed for horizontal loads. SEE SINPSON CATALOG FOR ADDITIONAL INSTALLATION NOTES TC FORCE AEL END CSI 1-2 62 0.01 0.14 0.15 2-3 -472 0.00 0.14 0.14 3-4 -472 0.00 0.14 0.11 4-5 62 0.01 0.14 0.15 BC FORCE A2L HND CSI 6-7 370 0.04 0.50 0.54 7-8 370 0.04 0.50 0.54 WEB FORCE CSI NEB FORCE CSI 1-6 -83 0.02 4-7 150 0.08 2-6 -566 0.31 4-8 -566 0.31 2-7 150 0.08 5-8 -83 0.02 3-7 286 0.12 6-9-8 T 2�34i 1 1.5.4 Truss ID: A8 Plating spec : ANSUTPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607. PLATING BASED ON GREEN LUMBER VALUES. This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor - 1.00 Truss Location = End Zone Hurricane/Ocean Line - No, Exp Category = B Bldg Length = 90.00 tt, Bldg Width = 40.00 ft Mean roof height = 12.48 ft, mph - 80 UBC Standard Occupancy, Dead Load = 15.6 psf' 7-8-12 7-8-12 1 2 3 4 5 7 p- -7.00 3.5-4 5 1.5-4 T 2-3-6 1 2.5-4 B1 2.5-4 W:308 B2 11:572 W:308 U: 11:572 U: 1 s -s-8 6 7 8 IC Required bearing widths and bearing areas apply when truss not supported In a hanger. HORIZONTAL REACTION(S): support 1 222 lb support 2 -222 lb 6-9-8 SHIP 411 plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. MAX DEFLECTION (span) : 1-/999 1N MEM 7-8 (LIVE) L= -0.06" D= -0.08" T- -0.14" - Joint Locations:_ 1 0-0-0 5 15.5.8 2 3-10- 6 6 0.0.0 3 7- 8.12 7 7-8-12 411-7-2 815=5.8 o� U ,� 9 IF CA���� 12/13/2006 Scale: 114" = 1' WO:shhughshop DurFacs L=1.25 P=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2-0-0 Design Spec UBC -97 Seqn T6.424 - 0 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for individual Eng. Job: EJ. ® an building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No Chk: ABCD DESIGN responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed Dsgnr: ABCD ASSISTANCE by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material direct) attach �' unless TC Live 16.00 psf noted. Bracing shown is for lateral support of con y otherwise in any ppo pthe wo members Only to reduce buckling length. This component shall not be handle, environment that will cause the moisture content of the wood to exceed 19% and/or cause connector corrosion. Fabricate, handle, TC Dead 11.00 psf plate i install and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Truswal software', 'ANSVTPI BC Live 0.00 psf 793 Camellia Dr., Paradise CA 95969 1%WrCA P- Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB SUMMARY BC Dead 10.00 psf - -91 SHEET' by TPI. The Truss Plate Institute (TPI) is located at D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 111 119th Street, NW, Ste 800, Washington, DC 20036. TOTAL 37.00 psf MAX DEFLECTION (span) : 1-/999 1N MEM 7-8 (LIVE) L= -0.06" D= -0.08" T- -0.14" - Joint Locations:_ 1 0-0-0 5 15.5.8 2 3-10- 6 6 0.0.0 3 7- 8.12 7 7-8-12 411-7-2 815=5.8 o� U ,� 9 IF CA���� 12/13/2006 Scale: 114" = 1' WO:shhughshop DurFacs L=1.25 P=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2-0-0 Design Spec UBC -97 Seqn T6.424 - 0 Job Name: shhughsho BEG x -Loc RRACr SIZEREQ'D TC 2x4 DFL 91 1 0- 1-12 1483 3.50• 1.50• BC 2x4 DFL #1 2 19-10- 4 1483 3.50• 1.58• WEB 2x4 DFL STANDARD BR 0 REQUIRIUNTS sboan are based onntroaded for 10 PSF non -concurrent SCLL on the truss material at each bearir@ennanent bracing Is required (by others) to prevent rotation/toppling. See BCSI 1-03 TC FORCE AIL BND CSI and ANSUTPI 1. 1-2 -2230 0.06 0-21 0.27 PLATING BASED ON GREEN LUMBER VALUES. 2-3 -2370 0.10 0.40 0.49 3-4 -2370 0.10 0.40 0.49 4-5 -2230 0.06 0.21 0.27 BC FORCE AIL Brm CSI 6-7 1864 0.22 0.23 0.45 7-8 1871 0.22 0.23 0.45 8-9 1871 0.22 0.23 0.45 9-10 1864 ' 0.22 0.23 0.45 NEB FORCE CSI NEB FORCE CSI 2-7 255,0.11 4-8 604 0.25 2-8 604 0.25 4-9 255 0.11 3-8 -516 0.10 T 3-9-11 5-10-15 1 7.x00 Truss ID: 131 Plating spec : ANSI/TPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607. Drainage must be provided to avoid ponding. Continuous lateral bracing attached to flat TC as Indicated. Lumber must be structural grade. Brace @ 24" o.c. unless noted. 5-10-15 4 5 276# _ 8 r -7.00 2 This design based on chord bracing applied per the following schedule: max o.c. from to TC 24.00" 5-10-15 14-0-0 HORIZONTAL REACTION(S): support 1 155 lb support 2 155 Ib This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor =1.00 Truss Location = End Zone Hurricane/Ocean Line - No, Exp Category = B Bldg Length= 90.00 it, Bldg Width = 20.00 ft Mean roof height = 16.99 it, mph = 80 UBC Standard Occupancy, Dead Load = 15.6 psf -� DAD CASE #1 DESIGN LOADS Dir LPIf LLoc R.Plf R.Loc LL/TI- TC L/TLTC Vert 74.00-1-6-0 74.00 0-0-0 0.15 TC Vert 54.00 0-0-0 54.00 6-0.0 0.59 TC Vert 108.00 6- 0- 0 108.00 14-0- 0 0.59 TC Vert 54.00 14.0-0 54.00 20-0-0 0.59 TC Vert 74.00 20.0-0 74.00 21-6.0 0.15 BC Vert 40.00 0-0.0 40.00 20.0-0 0.00 Type... lbs X.Loc LL/TL TC Vert 0.0 0-1-12 1.00 TC Vert 128.1 6-0-0 1.00 TC Vert 88.1 6-0-0 0.00 TC Vert 128.1 14-0.0 1.00 TC Vert 88.1 14-0-0 0.00 TC Vert 0.0 19-10-4 1.00 W:308 B2 11:1483 W:308 U: R:1483 U: . 1-6-0 i 620-" -1 � I 7 B 9 10 4-7-15 SHIP IO -4-5 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. WARNINU Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not buss system. it has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads DESIGN utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord ASSISTANCE is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise ® noted Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be plated unless any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Truswal software', 'ANSVTPI 1','WTCA V- Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL 793 Camellia Dr., Paradise CA 95969 PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and'HIB-91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) is located at D'OnoGio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 11 I 1 19th Street, NW, Ste 800, Washington, DC 20036. Eng. Job: EJ. Chk: ABCD Dsgnr: ABCD TC Live 16.00 psf TC Dead 11.00 psf BC Live 0.00 psf BC Dead 10.00 psf TOTAL 37.00 psf MAX DEFLECTION (span) : 0999 IN MEM 8.9 (LIVE) L= -0.06" D= -0.07" T= -0.13" - Joint Locations - 1 0-0-0 6 0.0.0 2 5-9-0 7 5.7.4 3 10.0-0 8 10-0-0 4 14-3-0 9 14-4-12 5 20-0-0 10 20-0.0 SNP OF CA���� 12/13/2006 Scale: 7/32" = 1' WO:shhughshop Durleacs L=1.25 P=1.15 Rep Mbr Bnd 1.00 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Seqn T6.424 - 0 Job Name: shhughsho BRC x -LOC REACT Sizes REQ'D TC 2x4 DFL #1 1 0- 1-12 851 3.50• 1.50• BC 2x4 DFL 41 2 19-10- 4 851 3.50• 1.50• WEB 2x4 DFL STANDARD BEG REQDIREMENTS shown axe based ONJB'oaded for 10 PSF non -concurrent BCLL on the truss material at each bearinContinuous lateral bracing attached to flat TC Dead 11.00 psf 793 Camellia Or., Paradise plate handle, install install and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Tnrswal software', 'ANSVTPI I','WTCA 1' _Wood Truss Council of America Standard Design Responsibilities, •HANDLING TC as Indicated. Lumber must be structural TC FORCE ARL END CS1 grade. Brace @ 24" o.c. unless noted. 1-2 -1160 0.01 0.11 0.12 2-3 -946 0.01 0.11 0.12 3-4 -787 0.01 0.22 0.23 4-5 -943 0.01 0.12 0.12 5-6 -1160 0.01 0.11 0.12 BC FORCE AXL END CSI 7-8 954 0.14 0.04 0.19 8-9 952 0.11 0.12 0.22 9-30 783 0.09 0.13 0.22 10-11 952 0.11 0.13 0.23 11-12 954 0.14 0.04 0.19 NEB FORCE CSI: WEB FORCE CSI 2-8 69 0.03 4-10 255 0.10 2-9 -243 0.07 5-10 -250 0.07 3-9 255 0.10 5-11 70 0.03 3-10 158 0.11 Truss ID: 132 Plating spec : ANSVTPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 Drainage must be provided to avoid ponding. PLATING BASED ON GREEN LUMBER VALUES. This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor =1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = B Bldg Length = 90.00 ft, Bldg Width = 20.00 ft Mean roof height - 17.57 ft, mph = 80 UBC Standard Occupancy, Dead Load - 15.6 psf 7-10-15 7-10-15 1 2 4 5 6 7r 00 i 4-0-0 i _7.00 2 D W:308 B2 R:851 W:308 U: 11:851 U: 11&--0o 7 20-0-0 1 6 8 9 10 11 12 This design based on chord bracing applied per the following schedule: max o.c. from to TC 24.00" 7-10-15 12-0.0 HORIZONTAL REACTION(S): support 1 -216 lb support 2 -216 lb 5-9-15 SHIP MD -4-5 MAX DEFLECTION (span) : 11999 IN MEM 9-10 (LIVE) L- -0.03' D= -0.03" T= -0.06' - Joint Locations =� 1 0-0-0 7 0-0.0 2 4-2-13 8 4-2-13 3 7-9-0 9 7.9.0 4 12-3-0 10 12-3-0 5 15-9-3 11 15-9-3 6 20-0-0 12 20-0.0 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per.Joint Detail Reports available from Truswal software, unless noted. 12/13/2006 Scale: 7132" = 1 WO:shhughshop DurFacs L=1.25 P=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2-0-0 Design Spec UBC -97 Seqn T6.4.24 - 0 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This Eng. Job: EJ. ® design is for an individual building component not truss system. /t has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No Chk: ARCD DESIGN responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed Dsgnr: ABCD ASSISTANCE by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly irect) anach TC Live 16.00 psf ® noted. Bracing shown is for lateral support of components members only to reduce bucklingIrn y not be placed environment that will cause the moisture content of the wood to exceed 19% and/or cause connector corrosion. componentsin anytherwise Fabricate, TC Dead 11.00 psf 793 Camellia Or., Paradise plate handle, install install and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Tnrswal software', 'ANSVTPI I','WTCA 1' _Wood Truss Council of America Standard Design Responsibilities, •HANDLING BC Live 0.00 psf CA 95969 OVSTALLOVG AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and'HIB-91 SUMMARY SHEET by TPI. The Truss Plate Institute BC Dead 10.00 psf (TPI) is located at D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste g00, Washington, DC 20036. TOTAL 37.00 psf 12/13/2006 Scale: 7132" = 1 WO:shhughshop DurFacs L=1.25 P=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2-0-0 Design Spec UBC -97 Seqn T6.4.24 - 0 ob Name: shhughsho BBC -LOC REACT SIZE REWD TC 2x4 DFL #1 1 0- 1-12 740 3.50 . 1.50• BC 2X4 DFL #1 2 19-10- 4 740 3.50• 1.50• WEB 2x4 DFL STANDARD BRG REQUIREkffiiTS eho are based 0111hbaded for 10 PSF non -concurrent BCLL. on the truss material at each bearing TC FORCE ABI, BND CSI 1-2 -1126 0.01 0.21 0.21 2-3 -1004 0.01 0.21 0.21 3-4 -1004 0.01 0.21 0.21 4-5 -1126 0.01 0.21 0.21 SC FORCE AXL END CSI 6-7 923 0.10 0.22 0.32 7-8 612 0.07 0.22 0.29 B-9 923 0.10 0.22 0.32 WEB FORCE CSI ,WEB FORCE CSI 2-7 -259 0.06 3-8 399 0.16 3-7 399 0.16 4-8 '-259 0.06 6-2-5 3-4 TO -4-5 Truss ID: 133 Qty• 2 Plating spec : ANSVTPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607. PLATING BASED ON GREEN LUMBER VALUES. 10-" 10-0-0 1 2 3 4 5 7.0 - 7.00 1 3.51 HORIZONTAL REACTION(S) : support 1 -291 Ib support 2 291 lb This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = B Bldg Length = 90.00 ft, Bldg Width = 20.00 ft Mean roof height = 18.18 ft, mph = 80 UBC Standard Occupancy, Dead Load = 15.6 psf 6-2-5 SHIP =0-0-5 B1 W:308 B2 R:740 W:308 U: R:740 U: 620-0-0 7 g s All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. WAMING Read all notes on this sheet and give a copy ojit to the Erecting Contractor. Eng. Job: EJ. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA designstandards. No res accuracy. Chk: ABCD are to be verified by the component manufacturer and/or building designer prior to fabrication. The designers must ascertain that the loads 'oma g ABCD DESIGN D5 nr: utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise ASSISTANCE TC Live 16.00 psf noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 11.00 psf ® environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Truswal software',BC Live 0.00 psf 793 Camellia Or., Paradise CA 95969 'ANSI/TPI 1'. VTCA V- Wood Truss Council of America Standard Design Responsibilities,'HANDLING INSTALLING AND BRACING METAL BC Dead 10.00 psf PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and'H1B-91 SUMMARY SHEET' b TPI. The Tnrss Plate Institute (TPI) is located at Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 0036.0 DriveTOTAL 37.00 psf MAX DEFLECTION (Span): 1-/999 IN MEM 7-0 (LIVE) L= -0.04" D= -0.05" T. -0.08- - Joint Locations o 1 0-0.0 6 0.0-0 2 5-2-13 7 6-9-14 3 10-0-08 13-2-2 4 14- 9- 3 9 20-0-0 5 20-0-0 j , CML ISP OF C� 12/13/2006 Scale: 1/4" = 1' WO:shhughshop DurFacs L=1.25 13=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Seqn T6.4.24 - 0 .vu VAC117tC. a1nuy115"0 BRG x -LOC REACT SIZE REWD TC 2x4 DFL #1 1 0- 1-12 3640 3.50• 1.94• BC 2x6 DFL #2 2 19-10- 4 3640 3.50• 1.94• WEB 2x4 DFL STANDARD BRG REQUIREMENTS shown are based ONlfbaded for 10 PSF non -concurrent BCLL on the truss material at each bearinIN ATING BASED ON GREEN LUMBER VALUES. 2-PLYI Nall w/10d BOX, staggered (per NDS) TC FORCE AXL BM CSI In: TC -2 BC -3 WEBS- 2 "PER FOOTI- 1-2 -5116 0.09 0.32 0.41 2-3 -5003 0.05 0.14 0.19 3-4 -5003 0.05 0.14 0.19 4-5 -5116 0.09 0.32 0.41 BC FORCE AXL END CSI 6-7 4399 0.29 0.60 0.88 7-8 2957 0.19 0.60 0.79 8-9 4399 0.29 0.60 0.88 WEB FORCE CSI WEB FORCE CSI 2-7 -294 0.02 3-8 2705 0.55 3-7 2705 0.55 4-8 -294 0.02 Truss ID: 134 Plating Spec: ANSUTPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 Permanent bracing Is required (by others) to Prevent rotation/toppling. See SCSI 1-03 and ANSUTPI 1. 4 10 2-PLYS 1 2 3 4 5 REQUIRED7� 00 -� -7.00 6-2-5 3-E TD -4-5 R4-0 HORIZONTAL REACTION(S): support 1 -291 lb support 2 -291 Ib This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line= No , Exp Category = B Bldg Length= 90.00 ft, Bldg Width = 20.00 ft Mean roof height - 18.18 it, mph = 80 UBC Standard Occupancy, Dead Load = 15.6 psf OAD CASE #1 DESIGN LOADS Dir LPH L.Loc R.Plf R.Loc LLfrL TC Vert 54.00 0- 0- 0 54.00 20- 0- 0 0.59 SC Vert 310.00 0- 0.0 310.00 20- 0- 0 0.40 6-2-5 SHIP TO -4-5 B1 W:308 B2 R:3640 W:308 U: R:3640 U: 20-0-0 6 7 8 9 MI plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. WARNING Read all notes on this sheet and givea copy of it to the Erecting Contractor. Eng. Job: EJ. This designis for an individual building component not taus system. It has been based on specifications provided by the component manufacturer d and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Chk: ABCD are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads Dsgnr: ABCD DESIGN utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord u ASSISTANCE laterally braced by the reefer floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attaches unless otherwise TC Live 16.00 psf ® noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 11.00 psf environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Truswal software, BC Live 0.00 psf 'ANSMI 1', `WMA I'- Wood Truss Council ofAmerim Standard Design Respowibilities,'HANDLING INSTALLING AND BRACING METAL BC Dead 10.00 psf 793 Camellia Dr., Paradise CA 95969 PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and'HIB-91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) is located at D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW Ste 800, Washington, DC 20036. TOTAL 37.00 psf MAX DEFLECTION (span) : L1999 IN MEM 6-7 (LIVE) L= -0.07" D= -0.10" T- -0.17' - Joint Locations 1 0-0-0 6 0-0-0 2 5-4-8 7 6.11.0 3 10-0-0 8 13-1.0 4 14-7-8 9 20.0-0 5 20-0-0 680108 /* \� OF CAL��� 12/13/2006 Scale: 114" = 1' WO:shhughshop DurFacs L=1.25 P=1.15 Rep Mbr Bnd 1.00 O.C.Spacing 2-0-0 Design Spec UBC -97 Seqn T6.424 - 0 Job Name: shhug hshop Truss ID: HRA ON- 4 Drwo- ERGx-LOC REACT SIZE REQ -1) TC 2x4 DFL #1 1 O- 1-12 362 3.50• 1.50• BC 2x4 DFL 240OF-2.OE 2 E- 6- 9 4 a 0 1.50• 1.50• FILL CHD 2x4 DFL #1 3 12- 6- 9 177 1.50• 1.50• SLIDER 2x4 DFL #1 4 16- 6- 9 12 1.50- 1.50• Mark all Interior bearing locations. 5 20- 6- 9 0 1.5 0• 1.50• Permanent bracing is required (by others) to 6 24- 6- 9 1 1.S0• 1.50• prevent rotation/toppling. See BCSI1-03 7 28- 1-11 0 3.50• 1.50• and ANSUM11. 8 8- 4- 1 73 3.50• 11.55• HORIZONTALREACTION(S): ERG REQUIREMENTS ahotra are based ONLISupport 1 1441b on the trase material at each beariagsupport 8 144 lb TC FORCE AXL SIM CSI 1-2 -613 0.00 0.59 0.59 1-2 108 0.02 0.58 0.59 2-0 -75 0.00 0.58 0.58 0-0 -34 0.00 0.05 0.05 0-0 -1 0.00 0.01 0.02 0-0 0 0.00 0.00 0.00 0-0 0 0.00 0.00 0.00 0-0 0 0.00 0.00 0.00 BC FORCE ASL END CSI 3-4 145 0.00 1.19 1.19 4-0 0 0.00 0.14 0.14 NEB FORCE CSI WEB FORCE CSI SLDRL 565 0.18 2.5-4 2.5-4 R2c� B1 W:308 R:362 U: Plating Spec: ANSVTPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 Loaded for 10 PSF non -concurrent SCLL Install Interior support(s) before erection. PLATING BASED ON GREEN LUMBER VALUES. +t+++..r++t♦ta+.+++.tr NOT ANALYZED FOR UNBALANCED LOAD CASES t+fa++r++♦+.r+...♦+t++ This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor =1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = B Bldg Length = 90.00 it, Bldg Width = 8.42 it Mean roof height = 10.84 ft, mph = 80 UBC Standard Occupancy, Dead Load - 15.6 psf 2 WAAR WG Read all notes on this sheet and give a copy ojit to the Erecting Contractor. Eng- Job: EJ. F4.94 This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer Chk• ABCD 15-9- and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions DESIGN are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design Dsgnr. ARCD 6 TC Live 16.00 psf Durleaes L=1.25 P=1.15 4J �SI STAN C E mect'or exceed the loading imposed by the lord building code and the particular application. The design assumes that the top chord is laterally braced by the roofer floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise W:108 noted. Bracing shown is for lateral support of components members only to reduce buckling length This component shall not be placed in any TC Dead 11.00 psf Rep Mbr Bnd 1.00 5 R•1 BC Live 0.00 psf O.C.Spaeing 2- 0- 0 793 Camellia Dr., Paradise CA 95969 W:108 U: Design Spec UBC -97 PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and'H/B-91 SUMMARY SHEET' by TPI. The Truss Plate Institute (771) is located at D'Onofrio Drive, R:0 3-4 Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at It I 119th Street, NW, Ste 800, Washington, DC 20036. W:108 U. 2 3 R:12 2.5-0 108 U:-1 2 :177 W:106 :-56 R:480 U:-84 B :308 73 8.6-9 1 t -d12-6&9 7-9-4 8-5-13 3 4r Building Designer shall provide adequate bearing area and anchorage. ..-__.--.BEARING AREA REQUIRED .......... ID Brg Size Min Size or- Min Area 8 0-3-8 0-11-9 17.3sgln UPLIFT REACTION(S): Support 2 •84 lb Support3 -56 lb Support4 -1 Ib Support 5 -2 lb Support 8 .4 lb -LOAD CASE 01 DESIGN LOADS Dir LPIf LLoc R.PIf' R.Loc LL/TL TC Vert 74.00-2.5-0 74.00 0-0-0 0.15 TC Vert 0.00 0-0-0 95.46 7-0-13 0.59 TC Vert 47.73 7.0-13 9218 13- 7-14 0.59 BC Vert 0.00 0-0-0 35.35 7-0-13 0.00 BC Vert 17.68 0-8-9 1.78 7-0-13 0.00 B7 W:308 R:0 U: 1711-8 SHIP T 3-9-15 0 MAX DEFLECTION (span) : U381 IN MEM 4-0 (LIVE) L= -0.26" D= -0.34" T= -0.60' s Joint Locations s 1 0- 0- 0 3 0- 0- 0 2 8- 5-13 4 8- 5-13 OF GA���P� OVER 8 SUPPORTS 12/13/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 1/8" =1' WAAR WG Read all notes on this sheet and give a copy ojit to the Erecting Contractor. Eng- Job: EJ. WO: shhughshop This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer Chk• ABCD ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions DESIGN are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design Dsgnr. ARCD TC Live 16.00 psf Durleaes L=1.25 P=1.15 4J �SI STAN C E mect'or exceed the loading imposed by the lord building code and the particular application. The design assumes that the top chord is laterally braced by the roofer floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length This component shall not be placed in any TC Dead 11.00 psf Rep Mbr Bnd 1.00 - environment that will cause the moisture content of the wood to exceed 190/6 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following 'Joint BC Live 0.00 psf O.C.Spaeing 2- 0- 0 793 Camellia Dr., Paradise CA 95969 standards: and Cutting Detail Reports available as output from Truswal software', 'ANSVTPI I%"ArTCA I'- Wood Truss Council of America Standard Design Responsibilities•'HANDLING INSTALLING AND BRACING METAL BC Dead 10.00 psf Design Spec UBC -97 PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and'H/B-91 SUMMARY SHEET' by TPI. The Truss Plate Institute (771) is located at D'Onofrio Drive, • Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at It I 119th Street, NW, Ste 800, Washington, DC 20036. TOTAL 37.00 psf Seqn T6.4.24 - 0 Job Name: sh Truss ID: J614 BEG R -LOC REACT SIZE REWD TC 2x4 DFL 01 1 0- 1-12 313 3.50" 1.50" BC 2x4 DFL 91 2 6- 0-12 318 1.50" 1.50" PLATE VALUES PER ICSO RESEARCH REPORT 91607 32 1.So- 297 I -SO" Mark all Interior bearing locations. 4 13-10-15 1.50" 1.50' PLATING BASED ON GREEN 5 5-11- 4 79 1.50' LUMBER VALUES. 1.50" This truss Is designed using the BEG REQUIREMENTS Shorn are barred ONzVBC-97 Code. on the trust; material at each bearimldg Enclosed =Yes, Importance Factor =1.00 W:108 Chic: ARCD Truss Location - End Zone TC FORCE AIL BND CSI Hurricane/Ocean Line - No, Exp Category = B 1-2 236 0.01 0.28 0.30 Bldg Length = 90.00 ft, Bldg Width = 40.00 ft 2-0 -124 0.00 0.28 0.2a Mean roof height - 16.94 ft, mph - 80 0-0 -63 0.00 0.15 0.15 UBC Standard Occupancy, Dead Load = 15.6 0-0 -2 0.00 0.00 0.00 psf BC FORCE AIL RND CSI 3-4 -217 0.00 0.21 0.21 4-0 0 0.00 0.00 0.00 Plating spec : ANSI/TPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Loaded for 10 PSF non -concurrent BCLL. Install Interior support(s) before erection. 70_ -; 6-M 64 ._ W:108 12/13/2006 OVER 5 SUPPORTS 411 plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal • R:97 software, unless noted. Scale: 5/32" = 1' B3 give copy of to the Erecting Contractor. This design is for an individual building component not truss system. Il has been based on specifications by the U:-27 WO: shhughshop' W:108 Chic: ARCD 8 6-2 and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top is laterally R:232 ASSASSISrTAN C E chord braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral B2 U:-67 �Y1 support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 190/6 and/or cause connector plate corrosion. Fabricate, handle, install TC Dead 11.00sf P 11 :3 T 9-4-6R SHIP O.C.Spaeing 2- 0- 0 R:818 ofAmerica Standard Design Responsibilities,'HANDLING INSTALLING AND BRACING METALBC PLATE CONNECTED WOOD TRUSSES' - (HIB -91) md'HIB-91 SUMMARY SHEET by TPI. The Truss Plate Institute Dead 10.00 psf Design Spec UBC -97 U:-92 '+p' TOTAL 3-10-5 3� 37.00 psf Seqn T6.424 - 0 D:4111-4-51 B1 W:308 :108 R:313 •79 U: 6-0-12 10-0-12 1 13-11-11 4 D UPLIFT REACTION(S): Support 2 -92 lb Support 3 -67 lb Support 4 .27 lb HORIZONTAL REACTION(S): support 1 216 lb support 5 -216 lb MAX DEFLECTION (span) : LJ999 IN MEM 3-4 (LIVE) L= -0.03" D= -0.04" T= -0.08" - Joint Locations `- 1 0-0-0 3 0-0.0 2 i3- 0- 0 4 6-0.0 -; 6-M 3 4 ._ 12/13/2006 OVER 5 SUPPORTS 411 plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal • �TTAT�+lT WART vll v Read all notes on this sheet and a it software, unless noted. Scale: 5/32" = 1' give copy of to the Erecting Contractor. This design is for an individual building component not truss system. Il has been based on specifications by the Eng. Job: EJ. WO: shhughshop' provided component manufacturer and done in accordance with the curtest versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions arc to be verified by the cemponent.manufacturer Chic: ARCD DESIGN and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top is laterally Dsgnr. ABCD ASSASSISrTAN C E chord braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral TC Live 16.00 psf DurFaes L=125 P=1.15 �Y1 support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 190/6 and/or cause connector plate corrosion. Fabricate, handle, install TC Dead 11.00sf P Rep Mbr Bnd 1.15 and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Truswal software', 'ANSI/TPI P,'WTCA i' - Wood Truss Council BC Live 0.00 psf O.C.Spaeing 2- 0- 0 793 Camellia Dr., Paradise CA 95969 ofAmerica Standard Design Responsibilities,'HANDLING INSTALLING AND BRACING METALBC PLATE CONNECTED WOOD TRUSSES' - (HIB -91) md'HIB-91 SUMMARY SHEET by TPI. The Truss Plate Institute Dead 10.00 psf Design Spec UBC -97 (TPI) is located at D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1 I 1 119th Street, NW, Ste 800, Washington, DC 20036. TOTAL 37.00 psf Seqn T6.424 - 0 STANDARD -GABLE END DETAIL 12 VARIES MATCH CQM.7RUSS LEDGER MINIMUM GRADE _ A A CORDS AND STUDS PER TRUSS DESIGN. �w 12 ' iD X Q T CONTINOUS BEAAINO AS REQUIRED SPAN TO MATCH COMMON TRUSS . 4-10d NAILS MIN. Sd ®6" O.C. 2-1 Od TYP. PLYWOOD SHEATHING TO 2X4 STD. DF—L BLOCK 2' MAX EAVE W/ NO.2 OR BTR 4x2 OUTLOOKERS ® 32" O.C., DO NOT OVER CUT TOP CORD ® OUTLOOKER NOTCHES. SIMPSON A34 OR EQUIVALENT STRONGBACK LEDGER GABLE END --� SIMPSON 'A34 OR EQUIVALENT 2x CONTINOUS BACKING W/ 16d'S @ 24" O.C. MIN. GABLE TRUSS TO BACKING & BACKING TO TOP PLATE. NOTES: 2X4 BLOCK 2X4 STUD OR BTR SPACED ® 5'-0" O.C. SHALL -BE . ,PROVIDED AT EACH END OF BRACE. CONNECT AT END W/ 4-10d NAILS. MAX LENGTH IS 7'-0" STANDARD TRUSSES SPACED. .@ 24" O.C. �Ess� OF CA1.\� 1). 2X4 NO.2 OR BTR -FOR LEDGER AND STRONGBACK NAILED TOGETHER W/ 10d NAILS @ 6" O.C. 2). 2X4 LEDGER NAILED TO EACH STUD WITH 3-10d NAILS. 3)..2X4 STRONGBACK TO BE, CONNECTED TO EACH VERT. STUD W/ 2-1 Od TOE NAILS. 4). THE 1 Od NAILS SPECIFIED FOR LEDGER AND STRONGBACK ARE 1 Od BOX NAILS (0.131 "DIAX3.0"LG) THIS DETAIL IS APPLICABLE TO- STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET: 1.). THE HORIZONTAL TIE MEMBER AT THE VERT OPENING SHALL BE BRACED 0 4'—O" MAX- FOR BO MPH EXP. C WIND LOADING & 5'-0" FOR 70 MPH EXP. C LOADING 2). MAX MEAN ROOF HEIGHT IS 30'. 3). MAX ROOF LIVE LOADBUSS ENGINEER F THERERAROEUANY SARE FOOT.). PLEASE CONTACT T QUESTIONS. TRUSWAL SYSTEMS 4445 NO NPARK [DRIVE, SUITE 200. COLORADO SPRINGS, CO 80907 .(800) 322-4045 FAX(719) 598-8463 C.0.01003160 1/4/01 Users of Truswal engineering: The TrusPlusTm engineering software will correctly design the location requirements for permanent. continuous °lateral bracing (CLt3) on members for which it is required to reduce buckling length. Sealed engineering drawings from Truswal will show the required number eneralaphproximate ls bracingocations of braces is .done by sing for each member needing bracing. -In'' general, Systems Brace-ItTM or a 2x member (attached to the top or bottom edge of the member) running perpendicular to the trusses and adequately designed, connected and braced to* the building per the building designer e bSee ANing Is not current version). The following 'are - other options (when possible or desirable) -that will also satisfy bracing needs for individual members (not building system bracing): 1.. A 1x or 2x structurally graded "T" brace may be-nailedflat if onlyedge of the member with .10d common or box nails at 8 o brace is required, or may -be nailed to both edges of the member if two braces are required. The T,brace must extend a minimum of 90% of the member's length. 2. A scab (add-on) of the same size and structural grade as the member may be nailed to one face -of. the member with 10d common or box nly one brace is required, or may be nailed.to both nails at 8" o.c. if o of 2x6 faces of the member if two braces are required n A14�i o,m jn length scabs are required for any member exceeding Scab(s) must extend a minimum of 90% of the members lee9tendicular 3. Any member requiring more than .two braces must use perp bracing or a combination. of: scabs and. "T" braces, or any other. approved method, as specified' and approved by the building designer. 1.11 EXAMPLES 2. 90% L 90% L ngineer if there are any questions. Please contact a Truswal e a; W sa ft a lwl nwa f ft l a e•• n m i a t sign g Truss Take -off Design & Sales "&Fsi stance Monte Call - 793 Camellia Dr (530) 811.4132 Of f ice Paradise, CA 95969 (530) 8114132 FAX TRUSS ENGINEERING . McDonald Shop Western Wood Fabricators Truswal Systems (916) 991-4400 (800) 322-4045 BUTTE COUNTY FEB 2 0 2"97 D,L, SERVICES MCDONALD SHOP Job Name: shhu hsho Truss ID: Al Drw : BRG x -LOC REACT SIZEREQ ' D TC 2x6 DFL 02 Plating spec : ANS1/TPI -1996 This design based on chord bracing applied 1 0- 1-12 2955 3.50"1.58 2X4 DFL #1 1.2, 9.10 THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: 2 39-10- a 2956 3.50^ 1.58" BC 2X8 DFL 02 MULTIPLE LOAD CASES. max o.c. from to BRG REQUIREbONTS shown are baeed ONLY WEB 2x4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT #1607. TC 24.00" 5.10-16 34-0.0 on the truce material at each bearing +++++++++++++++++++++. Loaded for 10PSFnon-concurrent SCLL HORIZONTALREACTIONIS): Rep Mbr Bnd 1.00 Nell pattern shown is for PLF loads only. Drainage must be provided to avoid ponding. support 1 181 Ib TC FORCE AXL BND CSI Concentrated loads MUST be dlsblbuted to Permanent bracing is required Iby others) to support 2 161 Ib 1-2 -4685 0.08 0.14 0.22 each ply equally. On multi -ply with hangers, prevent rotatlonhoppling. See SCSI 1-03 This truss Is designed using the 2-3 -6302 0.05 0.16 0.20 use 3" nalla min. Into the carrying member. and ANSVTPI 1. UBC -97 Code. 3-4 -7784 0.21 0.00 0.21 For more than 2 ply, use additional fasten. Continuous lateral bracing attached to flat Bldg Enclosed a Yes, Importance Factor a 1.00 4-5 -8301 0.08 0.11 0.20 am as Indicated from the back plys, or use TC as Indicated. Lumber must be structural Truss Location a End Zone 5-6 -8301 0.08 0.11 0.20 any other approved detail (by others). grade. Brace @ 24" o.c. unless noted. Hurricane/Ocean Line a No. Exp Category e B 6-7 -8301 0.08 0.11 0.20 ++++•+++++++++++++++++ PLATING BASED ON GREEN LUMBER VALUES. Bldg Length e 90.00 ft, Bldg Width- 40.00 ft 7-8 -7784 0.21 0.00 0.21 2•PLYI Neil w/10d BOX, staggered (per NDS) Mean roof height a 11.24 ft, mph a 80 8-9 -6302 0.05 0.16 0.20 In: TC- 2 BC- 2 WEBS- 2 "PER FOOTP' UBC Standard Occupancy, Dead Load ■ 15.6 psf 9-10 -4686 0.08 0.14 0.22 LOAD CASE 01 DESIGN LOADS Dir L.PH LLoc R.Plf R.Loc LL/TL BC FORCE AXL END CSI TC Vert 74.00 -1- 4.12 74.00 0.0- 0 0.43 11-12 3827 0.25 0.05 0.30 TC Vert 64.00 0-0-0 84.00 B-0-0 0.69 12-13 3832 0.25 0.05 0.30 TC Vert 108.00 6.0-0 108.00 34.0-0 0.59 13-14 6417 0.42 0.07 0.49 TC Vert 64.00 34-0-0 64.00 40.0-0 0.69 14-15 6417 0.42 0.05 0.47 TC Vert 74.00 40.0-0 74.00 41-4-12 0.43 15-16 7846 .0.51 0.08 0.59 BC Vert 40.00 0-0-0 40.00 40.0-0 0.00 16-17 7847 0.51 0.08 0.59 Type... lbs X.Loc LL/TL 17-18 6417 0.42 0.05 0.47 TC Vert 0.0 0-1-12 1.00 18-19 6417 0.42 0.07 0.49 TC Vert 128.1 6-0.0 1.00 19-20 3832 0.25 0.05 0.30 TC Vert 88.1 B-0-0 0.00 20-21 3827 0.25 0.05 0.30 TC Vert 128.1 34.0-0 1.00 TC Vert 88.1 34-0.0 0.00 WEB FORCE CSI WEB FORCE CSI TC Vert 0.0 39-10.4 1.00 2-12 273 0.06 7-16 570 0.12 2-13 3031 0.62 7-17 -867 0.05 3-13 -1586 0.10 8-17 1733 0.35 MAX DEFLECTION (span): 3-15 1733 0.35 8-19 -1586 0.10 U999 MEM 18-16 (LIVE) LC 1 4-15 -867 0.05 9-19 3031 0.62 6--110-15 6-10-16 L- -0.19" De -0.26" Te -0.44' 4-16 570 0.12 9-20 273 0.06 1 Y 2-PLYS 3 4 6 6 7 8 g p 6-16 -496 0.03 REQUIRED 8 a� L 28-0-0 a -8 ®Joint Locations 1 0- 0-0 12 6- S. 2 2 Se6,6 2 5- 7-14 13 10-4-1 6 3.4 3-0 2.6-0 3-0 3-0 6-8 3 10- 4-1 14 /4.0.0 T 4 18-2-1 16 /6.2.1 6 17-7-14 IS 20- 0.0 4 3-12 8 20-0-0 17 24.9-15 6-5 6-6 6-2-11 7 24.9-15 18 26-0-0 = = SHIP 8 29-7-16 19 29.7-16 0-0-7 2.6d 4-6 S-6-6 3-7 3d 4-5 2.6-0 0-0-7 9 34.4-2 20 34.6-14 B1 3.4 S-6.6 B2 10 40-0-0 21 40-0.0 11 0.0-0 1 1 ►1 ao-0-0 11 12 13 1416 16 1718 19 20 21 All plates are 20 gauge Truawal Connectors unless preceded by :'MX" for HS 20 gauge or "H" for 16 gauge, posMoned per Joint Detail Reports available from Truawal software, unless noted. Scale: 3/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job:.EJ. JOB#: S1662LOI This design is for an iodiWdunl hullding competent an, Host osrtem. /I has been based onapeclfleattim, provlded by the component manufacturer Chk' EC Truss I D r Al ® and done In accordance with rbr currem versinn.r nfTPl and APPA design nondarda. No responrlDlflry Js axumed for dlmenslonal aceurary. Dimerslona Dagnr' EC ' e rc to he votfied by rhe eomprment mnnufncturer andl r building designer prior to fabrication. The building designer must ascertain that the loads TC Live 16.00 pef DurFaes Le1.26 P-1.15 WESTERN WOOD uI!/1-ed oo rhL, design meet nr exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord Is /aural/v braced by the ret Jnr flheath/ng and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unlessatherwUe noted. 11-cing.rhnwn is for mmrni avppnrr r./compnnrnes members only ro redun hackling length. ThU compnnem aholl not be placed in any TC Dead 11.00 psf Rep Mbr Bnd 1.00 ® FABRICATORS souse the mni.rmrr content o,/rhe wood to exceed 19% and/ r cause connector plate corrosion. Fabricate, handle, Install BC Live 0.00 pef O.C.Spaeing 2- 0- 0 and hrocr this nu.cs in nccnrdoncr with rhr,/./lowing .vondnrd : JOINT DETAIL -C by Tru.rwaI.'ANSI?PI l', 'WTCA I' - Wnad Truss CnunUl nJAmerlca.Stondord Design Rerpm.vihifi1i . 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' BC Dead 10.00 pef Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 9562E . (H11341) and 71/11.9/ SUXIA IAR )'.t'l1P.F.T' by TPI. The Trans Plore institute (TPI) Is /neared of D'Oonfrio Dri-, Madison, Wiscon.sln 331/9. The :I orcrican F-, nnd Paper: -s imi,m (:IFPA) it located as 111119th Sneer. NW, .Sre 800. Washington, DC 10036. TOTAL 37.00 pef Seqn T6.5.41 - 0 Job Name: shhughshop Truss ID: A2 Drwa: BRG X -LOC REACT SIZE REQ 'D TC 2x4 DFL 01 1 0- 1-12 1583 3.50^ 1.69" BC 2x4 DFL 01 2 39-10- 4 1583 3.50^ 1.69^ WEB 2x4 DFL STANDARD BRG REQUIREMENTS shown are tweed ONLY Loaded for 10 PSF non -concurrent BCLL. on the trues material at each bearing Continuous lateral bracing attached to flet TC as Indicated. Lumber must be structural TC FORCE AXI, BND CSI grade. Brace @ 24" o.c. unless noted. 1-2 -2321 0.04 0.23 0.27 2-3 -2156 0.04 0.09 0.14 3-4 -2386 0.10 0.15 0.25 4-5 -2764 0.14 0.12 0.26 5-6 -2896 0.15 0.12 0.27 6-7 -2896 0.15 0.11 0.26 7-8 -2896 0.15 0.12 0.27 8-9 -2764 0.14 0.12 0.26 9-10 -2386 0.10 0.15 0.25 10-11 -2156 0.04 0.09 0.14 11-12 -2321 0.04 0.23 0.27 BC FORCE AXL BND CSI 13-14 1870 0.28 0.20 0.48 14-15 1870 0.28 0.07 0.35 15-16 1752 0.26 0.06 0.33 16-17 2411 0.36 0.04 0.41 17-18 2411 0.36 0.04 0.40 18-19 2778 0.42 0.05 0.47 19-20 2777 0.42 0.05 0.47 20-21 2411 0.36 0.04 0.40 21-22 2411 0.36 0.04 0.41 22-23 1752 0.26 0.06 0.33 23-24 1870 0.28 0.07'0.35 24-25 1870 0.28 0.20 0.48 WEB FORCE CSI WEB FORCE CSI 001 [0A 2-14 50 0.02 8-19 191 0.08 INS 2-15 -208 0.07 8-20 -370 0.17 ®FABRICATORS 3-15 230 0.09 9-20 575 0.23 3-16 987 0.40 9-22 -678 0.30 4-16 -678 0.30 10-22 987 0.40 4-18 574 0.23 10-23 230 0.09 5-18 -370 0.17 11-23 -208 0.07 5-19 191 0.08 11-24 50 0.02 7-19 -215 0.10 6-7-12 3-8 1 _ 0-4-7 G Plating spec : ANSVTPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES.P.ER ICBO RESEARCH REPORT 01607 Drainage must be provided to avoWponding. PLATING BASED ON GREEN LUMBER VALUES. This truss Is designed using the UBC -97 -Code. Bldg Enclosed - Yea, Importance Factor -1.00 Truss Location = End Zone HuniCans/Oeean Line - No, Exp Category - B Bldg Length - 90.00 ft, Bldg Width - 40.00 ft Mean roof height - 11.91 ft, mph n 80 UBC Standard Occupancy, Dead Load - 15.6 psf 7-10-15 I 7-10-15 1 2 3 4 5 67 8 9 X10 11 12 8 00- 26�� 9.6-4 I - 2.5-4 2.6-4 4-8 2.53 S=3.53 A -R FAA 100 1 601L I I Ell I FA irs 001 [0A -, 11111e7' i� ant !TPI noel .rranA^rdr. rerPnn.riM1l/iry arrumed/nr dimenx/nn^I aceuracv. Dimen.rinnx o r ^ r n .e to Ae verified by rhe u,mp„n nu/nc nd/nr huilAing Aerignrr prior rn� hr;eaNnn. The M1uilding der(gnrr m-1 areerra;n rhol the ln^da Dsgnr: EC WESTERN WOOD INS 1.63 3.6-4 3-7 2.6.4 2.5-0 B1 2.6-4 S=4-6 S=4• -S 1.6.4 2.6.4 3.6-4 This design based on chord bracing applied per the following schedule: max o.c. from to TC 24.00" 7-10-15 32.0.0 HORIZONTAL REACTIONIS) : support 1 .211 lb support 2 .211 lb T 6-0-11 -8 _ SHIP 0-0-7 E12 1 :V 1 +-J,2 40-0-0 13 14 16 16 17 18 19 20 21 22 23 24 26 r MAX DEFLECTION Japan) : L/999 MEM 18-19 (LIVE) LC 1 L- -0.15" D- -0.20" T- -0.36" -� Joint Locations 1'0-0-0 14 4-2-7 2 4.2.7 16 7.9-6 3 7.9.6 /6 11-9.1 4 11.9.1 17 14.0.0 6 16.10.9 18 15-10.9 6 19.8.0 19 20-0-0 7 20-0-0 20 24-1-7 8 241.7 21 26.0-0 9 28-2-15 22 26-2-15 10 32. 2-10 23 32. 2-10 11 36.9-924 36-9.9 12 40.0- 0 26 40- 0-0 13 0.0-0 All plates are 20 gauge Truawal Connectors unless preceded by "MX" for HS 20 gauge or "Hr' for 16 gauge, positioned per Joint Detall.Reporte available from Truawal software, unless noted. 1/11/2007 Scale: 3/32" = 1' WARNING Read all notes on this sheet and give a copy of It to the Erecting Contractor. Eng. Job: EJ. JOB#: S1662LOI ® Thlr Jerign i.r f,r nn im0vidun/ huihhng nmrpunem n,n nu.cr.rvrtem. !t hmr peen hosed nn .rpeeificatinnr prnv/ded by rhe cmnpnnrnt manufocturer AFPA design Nn i.r ,u•rru.ir nA door in neenrAnnee wtrh rh,.vnu Chk- EC - Truss ID: A2 i� ant !TPI noel .rranA^rdr. rerPnn.riM1l/iry arrumed/nr dimenx/nn^I aceuracv. Dimen.rinnx o r ^ r n .e to Ae verified by rhe u,mp„n nu/nc nd/nr huilAing Aerignrr prior rn� hr;eaNnn. The M1uilding der(gnrr m-1 areerra;n rhol the ln^da Dsgnr: EC WESTERN WOOD .1 lied nn rhLr de.rtgn mere nr c,cecd he hording inrpn.red Av rhe /nenl huilAing rnAe nnArhe partfeular ^ppl/mtinn. The Aerign acrumer that rhe Ing shoed lr larernlly --h. hearhing andrhe h"" chord;.!laterally hracedhvarigidiheathing mawrialdireelly attached. unlevnth-hre TC Live 16.00 psf DurFacs L-1.26 P-1.16 noted. Bracing.rh^wn ir��r /nrern/.rupry,rr nJeump,memr mernheer nn/v m reAun Aue4•Nng length. This rnmpnnent.rhall nor he placed in any TC Dead 11.00 psf Rep Mbr Bnd 1.16 ®FABRICATORS envie^nm nt that will ea -e the,,,n;.ernes ennlent of rhe wand rn exceed 19% adl-w-e ennnennr plate &--k . Fahrieare, handle. i -all BC Live 0,00 psf O.C.Spaeing 2.0.0 - and h-ce this nu.cr in ^ce-d-ce, ,vilh rhe Jrdlawing xmndardu :10/NT DETA/LS' by Turw^l. 'ANSI?PI 1. 'WTCA P • Wn^d T- Cnuneil nfAnreriea 3mndard Dexign R-p,-ihililiee 'HANDLING INSTALLING AND BRACING A4ETAL PLATE CONNECTED WOOD TRUSSES• BC Dead 10.00 psf Design Spec UBC -97 7700 RIEOO ROAD, ELVERTA, CA 66628 . (H/B•91) and'HIB-91 .SUAIA4.4RI'SHEET' Av TPI. The Tro.rr Plate lnxlirure (TP/) it /^eared at DO -fin Drive. Madirnn. Wl.-.'In 33719. The American F -ext and Paper A.rxnciali- (.4FP.4) is laented at 1111 /91h ,Street• NW .Ste 800. WaAingtnn• DC 20036. TOTAL 37.00 psf Seqn T6.6.41 - 0 Job Name: shhu hsho Truss ID: A3 Dr -w : BRG x -LOC REACT SIZER&p,D TC 2X4 DFL #1 Plating Spec : ANSVTPI -1995 This design based on chord bracing applied 1 0- 1-12 1583 3.50^ 1.69^ BC 2X4 DFL Nt THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: Dsgnr. EC 2 39-10- 4 15e3 3. So^ 1.69" WEB 2X4 DFL STANDARD MULTIPLE LOAD CASES. max o.c. from to TC Live 16.00 pat SRO RXQUIRBt�NTS Shown ars based ONLY Loaded for 10 PSF non -concurrent BCLL. PLATE VALUES PER ICSO. RESEARCH REPORT /1607. TC 24.00" 9-10-16 30-0.0 on the trues material at each bearing Continuous lateral bracing attached to flat Drainage must be provided to avoid,ponding. HORIZONTAL REACTION(S): virnnmr•nl that will -se the um/.vmre e -le of rhe wu^ I In exceed /9x6 ndl- -a- rnneernr plate -asinn. Fahrien,e, handle, install BC Live 0.00 psf TC as Indicated. Lumber must be structural PLATING BASED ON GREEN LUMBER VALUES. support 1 269 Ib TC FORCE AXL BND CSI grade. Brace 24" o.c. unless noted. This truss Is designed using the support 2 269 Ib Design Spec UBC -97 1-2 -2315 0.04 0.25 0.30 UBC -97 Code. 2-3 -2061 0.03 0.13 0.16 Bldg Enclosed = Yea, Importance Factor - 1.00 3-4 -2141 0.08 0.23 0.31 Truss Location = End Zone 4-5 -2302 0.09 0.23 0.32 Hurricane/Ocean Line - No. Exp Category - B 5-6 -2302 0.09 0.19 0.28 Bldg Length - 90.00 ft, Bldg Width a 40.00 ft ' 6-7 -2302 0.09 0.23 0.32 Mean roof height. 12.57 ft, mph - 80 7-8 -2141 0.08 0.23 0.31 UBC Standard Occupancy, Dead Load a 16.6 pal 8-9 -2061 0.03 0.13 0.16 9-10 -2315 0.04 0.25 0.30 BC FORCE AXL BND CSI 11-12 1859 0.28 0.17 0.45 12-13 1858 0.23 0.15 0.38 13-14 1659 0.21 0.15 0.36 14-15 1659 0.21 0.16 0.37 15-16 2155 0.27 0.16 0.43 DEFLECTIONIepen): MAX MAXMEM 16-17 2155 0.2 0.16 0.43 1-1999 18.17 LIVE LC 1 17-18 1659 0.211 0.16 0.37 L-0.11" D-0.16" T 0.26" 18-19 1659 0.21 0.15 0.36 19-20 1858 0.23 0.15 0.38 .� Joint Locations 20-21 1859 0.28 0.17 0.45 1 0.0.0 12 8.ion 2 6-2-7 13 9.9-6 WEB FORCE CSI WEB FORCE CSI 3 9.9.6 14 14-0.0 2-12 118 0.05 7-16 236 0.10 4 14- 9-13 15 14.9.135 2-13 -280 0.15 7-17 -476 0.34 20-0.0 16 20-0-0 3-13 317 0.13 8-17 755 0.31 6 21-9.8 17 25-2 3 3-15 755 0.3 8-19 316 0.13 9-10-15 9.10-16 7 26-2-3 18 26-0-0 4-15 -477 0.344 9-19 -280 0.15 1 2 3 4 6 6 7 8 8 10 n 8 30.2-10 19 30-2-10 4-16 5-16 236 0.10 9-20 117 0.05 -266 0.19 0 I 20.0-0ar6 4 ; 0 9 349-9 20 349-9 10 40-0-0 21 40-0.0 Sm3.6� 11 0-0.0 4-R 4_A.A 1 A -A e -.R T 6-11I-12 1 _ 3-8 0-4-7 G Wz- isoh� ho,ISI WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1562LOI 1.5-4 5=3.6.4 3-7 2.6-0 2.6-4 B1 2.6-0 2.6-0 S=3.6-0 1.5-4 T 7-10-11 -8 ISHIP 0-4-7 1 B2 1* 2 1- 12 40-0-0 11 12 13 146 16 1718 19 20 21 1/11/2007 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "Her for 16 gauge, posltloned per Joint Detail Reports available from Truawal software, unless noted. Scale: 3/32" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1562LOI � ® anddnr/grnraecrnnicdivi1h bear)oing sednnspee/fleasTo�rpmvldedbyrhmuampon[nrmanu/oCNrer arnrure-fTPmusr.rFPA and done ' nrdan wiN be Sasser, ETP/and AFPA design Not Chk• EC Truss ID: A3 a verNons , sign/ohm...d-dbeen andardr. rerponsibNiry Ir assvmrd/^r dimensional amracy. Dime ossa n he verified hu rhe rnmpm nufn<r andl- huilding designer prior m/ hrlearrnn. The building design, eermin that the loads Dsgnr. EC WESTERN WOOD uri/fired ..n ,h Lr design mer, or ereerArhe lording impnsrd by rhe loenl hung code on✓ the particular opplleadon. The design orsurner rhar the sop chord Lr /arerally hraeed by rhe roof or floor and rhe h,,,, chord Is /arerally hraeed by direr/y TC Live 16.00 pat OurFaea L=1.26 P=1.16 .,'henrhing a rigid sheathing material attached• unless nrhenvise -led. Bracing shown it fv mrernl.capporr ufrn,npnnen,r members nn!v n, rectae, hr,e.cnng length. Th Lr rnrnpnnenr.rhoB not hr ploe,e in aye TC Dead 11.00 psf Rep Mbr Bnd 1.16 ® FABRICATORS virnnmr•nl that will -se the um/.vmre e -le of rhe wu^ I In exceed /9x6 ndl- -a- rnneernr plate -asinn. Fahrien,e, handle, install BC Live 0.00 psf O.C.Spaeing 2- 0- 0 and h,ace this - in neenrdnnee wish rheidi-ing ,,rand -d., VOINT DETA/LS' by Tr seal. 'ANS/?P/ l'• 'NTCA V. Wnnd T- Cnunell nfAmerleo S'rnndord Design R-M-,ihi/irie.r. 'HANDLING INSTALL/NG AND BRAC/NG METAL PLATE CONNECTED WOOD TRUSSES' BC Dead 10.00 pef Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 99929 . /H/B-9/1 and 'HIB -9l SI/AIAIAR I' SHEET' b, TPI. The Truer P/ore /n.rrimrr (TPq [r laenred o, D'Onnjrly Orh•e, A4ndisnn, Wirnm.rl^ 337/9. The.4merieaa F,,,est and Pnper.4. ,,cinri„n (.4FP.4) is /domed ar Il 11 /9th .14-I, NW, 9, 800. Washing,an. DC 10036. TOTAL 37.00 pef Seqn T8.6.41 - 0 Job Name: shhughshop Truss ID: A4 Drwa: BRG x -LOC REACT SIZE REQ 'DTC 2x4 DFL 91 1 0- 1-12 1583 3.50" 1.69" BC 2x4 DFL 91 2 39-10- 4 1563 3.50^ 1.69" WEB 2x4 DFL STANDARD BRG REOUIREPSNTS shown are based .L" Loaded for /0 PSF non -concurrent BCLL. on the truee material at each bearing Continuous lateral bracing attached to flat TC as Indicated. Lumber must be structural TC FORCE AXI. BND CSI grade. Brace 24" c.c. unless noted. 1-2 -2300 0.04 0.28 0.32 2-3 -1957 0.03 0.25 0.28 3-4 -1810 0.06 0.14 0.20 4-5 -1898 0.06 0.14 0.20 5-6 -1898 0.06 0.14 0.20 6-7 -1810 0.06 0.14 0.20 7-8 -1957 0.03 0.25 0.28 8-9 -2300 0.04 0.28 0.32 BC FORCE AXL BND C82 10-11 1839 0.28 0.13 0.41 11-12 1837 0.22 0.15 0.38 12-13 1556 0.19 0.15 0.35 13-14 1556 0.19 0.09 0.29 14-15 1819 0.23 0.10'0.33 15-16 1819 0.23 0.10 0.33 116-17 1556 0.19 0.09 0.29 117-18 1556 0.19 0.15 0.35 18-19 1837 0.22 0.15 0.38 19-20 1839 0.28 0.13 0.41 WEB FORCE CSI WEB FORCE CSI 2-11 189 0.08 6-15 170 0.13 2-12 -359 0.29 6-16 -380 0.40 3-12 367 0.15 7-16 527 0.21 3-14 527 0.21 7-18 366 0.15 4-14 -380 0.40 B-18 -359 0.29 4-15 170 0.13 8-19 187 0.08 5-15 -217 0.23 T 8-3-12 1 3 0.4-7 Plating spec : ANSVTPI • 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT 91607 Drainage must be provided to:avold ponding. PLATING BASED ON GREEN LUMBER VALUES. This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor a 1.00 Truss Location a End Zone Hurricane/Ocean Line re No, Exp Category e B Bldg Length = 90.00 ft, Bldg Width a 40.00 R Mean roof height a 13.24 ft. mph - 80 UBC Standard Occupancy, Dead Load - 15.9 psf 11-10-15 11-10-16 1 2 t3 4 6 6 7 8 9t 8 16-0-0 18.00 1.6-0 4-0 B7 - - - S=3.6-4 S=3.6-0 B2 2.6-0 2.6-0 1� 40-0-0 1� 10 11 12 13 14 16 16 17 18 19 20 r This design based on chord bracing applied per the following schedule: max o.c. from to TC 24.00" 11.10.16 28-0-0 HORIZONTAL REACTION(S): support 1 -327 lb support 2 327 Ib T 9-2-11 SHIP s 0-0-7 MAX DEFLECTION Japan) : U999 MEM 15-16 (LIVE) LC 1 L= -0.09" D --0.1r T --0.21- i int e-0.21" Joint Locations 1 0.0.0 11 6-2-7 2 6-2.7 12 11-9-8 3 11.9.613 14-0.0 4 16- 9-13 14 16-9.13 8 20.0.015 20.0- 0 8 24- 2.3 18 24. 2. 3 7 28-2-10 17 26.0.0 8 33.9-9 18 28- 2.10 940.0.0 19 33.9.9 10 0-0.0 20 40-0-0 /2007 All plates are 20 gauge Truawal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 3/32r = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1662L01 Thfr d-ign 0fi,r nn MdAddunl huild/ng cnnipnnenr nnr arr.rvxrern. !r has been An«Ann apeUfienrinmr prnvldeAhv rhe emnpnnenr mnnufoer�rer Chk• EC Truss ® and done in neenrr/nnee ,virh th en menr ,•er.,nn.f n/TPI anJ AFPA Aarign .rmndordr. Nn «.rpnn.rih/fiy i.r acrurned/^r mimensinnol oeeuraev. Dimen.rinns re nr he verlfirJ Av rhr enmpnn nr,fne nA7n. hui/ding derlgner pri rr rn fnhrieodnn. Thehui/ding derigne art ".rrerrain that rhr fend. D9gnr: EC ID: A4 TC Live 16.00 pef TC Dead 11.00 psf BC Live 0.00 psf OurFace L-1.26 P-1.16 Rep Mbr 8nd 1.15 O.C.Spaeing 2.0. 0 WESTERN WOOD ®FABRICATORS rp, .rAAv /he lnenl huilJing enAe and rhe pnrrieulnr npp/ienlinn. The Aarlgn n.<rume.r rhnl rhe Inp ehnrA ulill7eAnn Ihir, e.rign neer nr rserle,"hr I•m,ling ...... Lr lalern/N hrneed by be nmfnr flnr .shenrhing and rhe hnrrnm ehnrvl i.r /arernlly hroeed by n rigid .rhearhing malerial durally ntfached un/ear nlh-ise ,red. Thk mmpnnent shall n he placed in anv r rhnr .•f/1 enu.vr rhe is-, cnn enr of rhe .•m•.I rn a seed 19% -11- enure ennneernr p/nre er nuinn. Fnhrienre. hnndle. in.rroll °'h-ce" r:/DINT onJ hraee rhi.r muss in nee•vdnnee retch rhr,/,On.•ing ,crnndnrAr: DETA/L.c' by Tru.rwol. 'ANSI?Pl I'. 'H''TCA l' • Wnnd Trust Council JA,-ien ,tmndnrd Design Respnadhi/iriex. •HANDLING INSTALLING AND BRAC/NG A/ETAL' PLATE CONNECTED HrODD TRUSSES* BC Dead 10.00 psf Design Spec UBC -97 7700 RIE00 ROAD, ELVERTA, GA 95626 . (HIB -91) and 'HIB -91 .S11A04AR1'SHEET' by TPI. The Tru.rr Plnrr la.rrirure (TP/) fs Ine"led ar D'Onnfrm Drive. Adodimn, Wismn.rin 33719. The A -Henn Fnrerl -1 Paper Assncinrinn (AFPA) Lr lnenred er 11 11 191h Sveel, NW, SIE 800, W.Ainglnn, DC 10036. TOTAL 37.00 psf Seqn T6.6.41 - 0 ' Job Name: shhu hsho FORCE AXL END CSI Truss ID: AS Drw : BRC X -LOC REACT SIZEREQID TC 2x4 DFL 01 Plating spec : ANSI/TPI - 1995 This design based on chord bracing applied 1 0- 1-12 572 3.50" 1.50" BC 2x4 DFL 01 THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: 2 15- 3-12 572 3.5o" 1.501• WEB 2X4 DFL STANDARD MULTIPLE LOAD CASES. max o.c. from to 8R0 REQUIREMENTS shorn are based ONLY Loaded for 10 PSF non -concurrent BCLL. PLATE VALUES PER ICBO RESEARCH REPORT 01607. TC 24.00" 1. 7.11 13- 9-12 on the trues material at each tearing Continuous lateral bracing attached to flat Drainage must be provideddo.avold ponding. This truss Is designed using the 0.11 0.19 TC as Indicated. Lumber must be structural PLATING BASED ON GREEN LUMBER VALUES. UBC -97 Code. TC FORCE AXL BND CSI grade. Brace @ 24" o.c. unless noted. End verticals designed for axial loads only. Bldg Enclosed = Yes, Importance Factor - 1.00 1-2 -256 0.00 0.04 0.04 3700 RIE00 ROAD, ELVERTA, CA 99626 Extensions above or below the truss profile Truss Location = End Zone 2-3 -659 0.01 0.15 0.16 -42 0.00 (If any) require additional consideration Hurricane/Ocean Line a No. Exp Category s B 3-4 -673 0.01 0.15 0.16 (by others) for horiz. loads on the bldg. Bldg Length - 90.00 it, Bldg Width a 40.00 ft 4-5 -673 0.01 0.14 0.14 WEB FORCE CSI Mean roof height - 10.91 it, mph a 80 5-6 -257 0.00 0.04 0.04 1-7 UBC Standard Occupancy, Dead Load - 15.6 psf BC FORCE AXL END CSI JOB#: S1562LOI This derign I., ftm nn Md/vidual building cnniprmrnt nnI rru.rr sv.,rem. B hag been based an speelearina., provided by the mmpnnenl monuf^eturer Chk: EC 7-8 -42 0.00 0.08 0.08 Degnr: EC mimeri.rinnal re rn he rer/fed by thr ennrpnnrnt ,nnnu(ne nA/nr M1ul/ding decigncr pri ,r m f^hricnlinn. The building duigne u.rr asnrrn/n thnI Me Inadr imp,.red 8-9 196 0.02 0.11 0.13 DurFaes L-1.26 Po1.16 WESTERN WOOD ulili:ed „n IN, r/rsign nee, .,r rxrrd rhe l,mling by the 1-1 building rode and the pnp-11-1-oppliealian. The de.,dgn a.c,umer Thal the rap chard Is larern//v braced by the rat f„r fln,r..hrnlhing an,/ /he hallmn chard U /nrera/lv braced M1v o rigid sheathing material direct/v attached. unles., otherwise 9-10 678 0.08 0.11 0.19 ® FABRICATORS wrnnnrenl /hat will enure the rnnisvu r erin,ent a/lhe - d to r -ed 19% and/nr co se nnneetnr plate curt inn. Fnhrieate, handle, install BC Live 0.00 psf O,C,Spaeing 2. 0- 0 10-11 196 0.02 0.11 0.13 Design Spec UBC -97 3700 RIE00 ROAD, ELVERTA, CA 99626 . (HIB -9/) and 'HIB•91 SUMAIARr S'H£ET' bu TPI. The Tru.cr Plate /n.nlrme (TPI) 1, /neared at D'Onofrio Drlve. Madlmn. Wi con.,in 53719. 11-12 -42 0.00 0.08 0.08 TOTAL 37.00 pelf Seqn T8.5.41 - 0 WEB FORCE CSI WEB FORCE CSI 1-7 -576 0.08 4-10 -228 0.04 MAX DEFLEC71ON(span): 1-8 443 0.18 5-10 574 0.23 L1999 MEM 910 (LNE) LC 1 2-8 -328 0.06 5-11 -324 0.06 L--0.01" D--0.02" Tta-0.03' 2-9 562 0.23 6-11 443 0.18 3-9 -233 0.04 6-12 -578 0.08 ®Joint Loc - 3-10 21 0.01 1 0-0.0 7 0-0-00-o-0 2 1-6-2 a 1.9-2 11--�1-t 1I 7-11 3 5- 7.5 9 5-7.5 4 8.10- 3 10 9-10-3 1 2 3 4 5 6 5 13-11- 6 11 13.11.6 8 15-5-8 12 15-5.8 8.0 12-0-0 I 0 3.6-4 3-7-12T 2-6-10 1 2-4 2.6-4 B1 2.5-4 2-4 l 16-6-8 I 7 8 9 10 11 12 .6-4 T3-7-12 2 6-10 SHIP 1 82 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. 1/11/2007 Scale: 5/16" = 1, WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1562LOI This derign I., ftm nn Md/vidual building cnniprmrnt nnI rru.rr sv.,rem. B hag been based an speelearina., provided by the mmpnnenl monuf^eturer Chk: EC Truss I D. AS ® and done in acc,,rdaner with he eurrenr veernr,r ,I/TP/ anJ.IFP.9 derign .rrondord,. Nn rerpna,lhil/N Is as.,umedfnr oeeurory. Di,nen.rim,.r Degnr: EC mimeri.rinnal re rn he rer/fed by thr ennrpnnrnt ,nnnu(ne nA/nr M1ul/ding decigncr pri ,r m f^hricnlinn. The building duigne u.rr asnrrn/n thnI Me Inadr imp,.red TC Live 16.00 pall DurFaes L-1.26 Po1.16 WESTERN WOOD ulili:ed „n IN, r/rsign nee, .,r rxrrd rhe l,mling by the 1-1 building rode and the pnp-11-1-oppliealian. The de.,dgn a.c,umer Thal the rap chard Is larern//v braced by the rat f„r fln,r..hrnlhing an,/ /he hallmn chard U /nrera/lv braced M1v o rigid sheathing material direct/v attached. unles., otherwise an,ed. B-eing .rhn,rn rrJ r mtero/.ryppnrt q/cm,pmrner monhru nnly to reduce buckling length. This enmp-ens.,hall nm be placed in any TC Dead 11.00 psf Rep Mbr Bnd 1.16 ® FABRICATORS wrnnnrenl /hat will enure the rnnisvu r erin,ent a/lhe - d to r -ed 19% and/nr co se nnneetnr plate curt inn. Fnhrieate, handle, install BC Live 0.00 psf O,C,Spaeing 2. 0- 0 - and hroee W., Iru.cr in aeuvd^ner with the fr,llnu,ing.rtand^rds: VOINT DETAILS' by Tru. 1, 'ANSYTPI 1. 'RICA V. Wand Trus., Council nfAn,erica Standard De.,lga Rorpm.dhi/ilio. 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 3700 RIE00 ROAD, ELVERTA, CA 99626 . (HIB -9/) and 'HIB•91 SUMAIARr S'H£ET' bu TPI. The Tru.cr Plate /n.nlrme (TPI) 1, /neared at D'Onofrio Drlve. Madlmn. Wi con.,in 53719. The American F"rext and Paper A.rmdatim (AFPA) i., /nearer/ at 11l I (9th $IfeN. NW, Sit, 800. W-hingma, DC 10036. TOTAL 37.00 pelf Seqn T8.5.41 - 0 lJob Name: shhughshop Truss ID: A6 Drwa: SRG X -LOC REACT SIZE REQ'D 1 0- 1-12 572 MGR 1.50n 2 15- 3-12 572 MGR 1.50n BRG REQUIREIIENTS ahovn are based ONLY on the truss material at each bearing BAG HANGER/CLIP NOTE 1 wa26 2 LUS26 Support Connections)/Hanger(s) are not designed for horizontal loads. SEE SnQPSON CATALOG FOR ADDITIONAL INSTALLATION NOTES TC FORCE AXL MM CSI 1-2 -435 0.00 0.09 0.09 2-3 -512 0.00 0.18 0.18 3-4 -512 0.00 0.18 0.18 4-5 -435 0.00 0.09 0.09 TC 2x4 DFL 01 BC 2x4 DFL 01 WEB 2x4 OFL STANDARD Loaded for 10 PSF non -concurrent BCLL. Continuous lateral bracing attached to:flat TC as Indicated. Lumber must be structural grade. Brace @ 24" o.c. unless noted. This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor a 1.00 Truss Location a End Zone Hurrlcans/Ocean Line a No, Exp Category e B Bldg Length -.90.00 it, Bldg Width a 40.00 ft Mean roof height a 11.57 it, mph a 80 UBC Standard Occupancy, Dead Load a 15.6 psf Plating spec : ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICSO RESEARCH REPORT 01607 Drainage must be provided to ayoid;ponding. PLATING.BASED ON1GREEN:LUMBER VALUES. End verticals designed for axial loads only. Extensions above or below.the.truss profile (H any) require additional consideration (by others) for horlL loads on the bldg. This design based on chord bracing applied per the following schedule: max o.c. from to TC 24.00" 3- 7-11 11.8.12 Required bearing widths and bearing areas apply when truss not supported In a hanger. HORIZONTAL REACTION(S): support1 1081b support 2 108 lb SC FORCE AXL BND CSI Eng. Job: EJ. 6-7 -108 0.00 0.10 0.10 This design ;x f)r, an indh4dual building eruupnnent not nu.cr.ry em, h has M1een hosed nn .rpeelfieatlnnspsovided Ay fhe romponent manufoca,er Anne !n TPI 7-8 330 0.04 0.12 0.17 MAX DEFLECTION Japan): 8-9 330 0.04 0.12 0.17 1-/999 MEM 6-9 (LIVE) LC 15 9-10 108 0.00 0.10 0.10 Le -0.01" D- -0.01" Te -0.02" WEB FORCE CSI WEB FORCE CSI' Joint Locations a� 1-6 -547 0.07 4-8 252 0.10 1 0.0. 0 8 0-0-0 1-7 411 0.17 4-9 -163 0.06 1 3-7.11 3-7-11 I i I 2 3. 6- 2 7 3• S. 2 2-7 -163 0.06 5-9 411 0.17 1 2 3 4 5 3 7-8.12 8 7.8-12 2-8 252 0.10 5-10 -547 0.07 4 11.11.8 9 11-5. 8 3-8 -256 0.09 6.0 8-0-0 I -8.O 6 16- 5.8 10 15- 6. 8 3.6-4 4-11-12 T 2-6-10 1 B1 2.6-4 3-7 2.6-4 2-4 5.4 T 4,,.,2 SHIP 2.6-10 1 2-4 B2 16-6� 6 7 8 9 10 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detall Reports available from Truewal software, unless noted. 1/11/2007 Scale: 6/16" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1682LOI ® This design ;x f)r, an indh4dual building eruupnnent not nu.cr.ry em, h has M1een hosed nn .rpeelfieatlnnspsovided Ay fhe romponent manufoca,er Anne !n TPI Chk• EC Truss I D A6 and aero,danee with the rosea versions I and AFPA design standards. No ,espnnsibllity is assumed far dimensional accuracy. Dimensions Dsgnr: EC • re rn he vested by the enmpnnenl rnnnufnuurer andJnr buNd;ng designer prior rn foM1riearinn. The building designer must ascertain that the loads Tri Live 16.00 pef DurFaes L=1.26 P=1.15 WESTERN WOOD utilised nn this design meet n. -seed the landing hapn.sed by the Inca/ building ende and the particular application. The design assumes that the top chord Is lorcro/lu braced M1v the rnr far flanr sheathing and rhe hnnan chard is lateral(- braced by a rigid sheathing material directly attached. unless otherwise anted Brnc/ng shown is fir, lamral.,appart r fernnpnnenis members anly m reduce buckling length. This component shall not he placed !n onv TC Dead 11.00 pef Rep Mbr Bnd 1.16 ® FABRICATORS enyirr,nment that will -use rhe rrrrr;.,are oases r frhe and to exceed 19% and/or cause maneanr plate enrrmtinn. Fabricate, handle. install BC Live 0.00 pef O.C.Specing 2- 0- 0 and brace this muss in accordance whh thr fidl-ing standard.,: :JOINT DETA/L-S' h y T -al. 'ANSI?PI 1. 'N?CA 1'. Wnnd Truss Council r fArnerlea.Tl mdorrl Design Resp.-ihilides. 'HANDLING INSTALLING AND BRAC/NG METAL PLATE CONNECTED WOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 2700 RIEGO ROAD, ELVERTA, CA 95626 . (HIB -9l) and 'H/B-9l SI/MMAR)'.SHEET by TPI. The Truss Plate lnrrlrute (f P/) is located at D'Onu%rin Drlvr, Modtsnn. W/rronsin 337/9. The American Forest and Paper A.ssneiatinn (AFPA) is toasted at 1/11 19th Street. NRt, .Ste 500, Washing an, DC 20036. TOTAL 37.00 psf Seqn T6.5.41 - 0 Job Name: shhughshop Truss ID: A7 Drwa: BRG X -LOC REACT SIZE REQ'DTC 2X4 DFL 01 1 0- 1-12 572 HGR 1.50" BC 2X4 DFL 01 2 15- 3-12 572 HGR 1.50" WEB 2X4 DFL STANDARD BRG REQUIREMENTS shown are based ONLY Loaded for 10 PSF non -concurrent BCLL. on the truss material at each bearing Continuous lateral bracing attached to flet BRG HANOER/CLIP NOTE TC as Indicated. Lumber must be structural 1 LUS26 grade. Brace @ 24" o.c. unless noted. 2 LUS26 This truss Is designed using the Support Connection(e)/Hanger(s) are UBC -97 Code. not designed for horizontal loads. Bldg Enclosed es Yes, Importance Factor a 1.00 SEE SIMPSON CATALOG Truss Location - End Zone FOR ADDITIONAL INSTALLATION NOTES Hurricane/Ocean Line - No, Exp Category e B Bldg Length ■ 90.00 ft, Bldg Width er 40.00 ft TC FORCE AXL BIRD CSI Mean roof height . 12.24 ft, mph - 80 1-2 -493 0.00 0.25 0.25 UBC Standard Occupancy, Dead Load - 15.6 paf 2-3 -357 0.00 0.16 0.17 3-4 -495 0.00 0.25 0.25 BC FORCE AXI. END CSI 5-6 -175 0.00 0.17 0.17 6-7 357 0.04 0.18 0.23 7-8 -175 0.00 0.18 0.18 WEB FORCE CSI WEB FORCE CSI 1-5 -528 0.07 3-7 115 0.04 1-6 392 0.16 4-7 392 0.16 2-6 79 0.03 4-8 -527 0.07 2-7 152 0.14 6-3-12 3.8-4 T 2-6-10 1 B1 Plating spec : ANS1/TPI -1995 THIS DESIGN'IS THE COMPOSITE RESULT OF MULTIPLE LOAD -CASES. PLATE VALUES;PER ICSO RESEARCH REPORT 01907. Drainage must tee provided to avoid,ponding. PLATINGOASEMON GREEN LUMBER.VALUES. End verticals designed for. axial loads only. Extensions above or below the truss profile' (H any) require additional consideration (by others) for hadr- loads on the bldg. 4-0-0 6-7-11 3 4 0 2.5-4 3-7 2-0 2-0 16-6-0 6 6 7 81 This design based on chord bracing applied per the following schedule: max o.c. from to TC 24.00" 6. 7-11 9- 8.12 Required bearing widths and bearing areas apply when truss not supported In a hanger. HORIZONTAL REACTION(S): support 1 174 lb support 2 .174 lb 6-3.12 SHIP 10 B2 MAX DEFLECTION (span) : U999 MEM 7-0 (LIVE) LC 16 Le, -0.02" 0- -0.02" T- -0.04" e Joint Locations 101.0 0.0 6 0"0.0 -0-0 2 6.6-2 6 6-6-2 3 9.11.6 7 9-11.6 4 Is- 6.8 8 16.6-8 1/11/2007 All plates are 20 gauge Truawal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, posMoned per Joint Detail Reports available from Truawal software, unless noted. Scale: 1/4" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1562LOI Th Lr design Lt/nr an Indh•idun! hailcling cnnlnrnenr nor vuu.ewrem. !t hoe Assn hosed nn rpee�earinns provrded by rhe mmponenr mon�u/aelurer Chk• EC Truss 1 D A7 ® and done ;n neenrdanee w/rh rhe eurrenr vrrciaar JTP! and AFPA design smndarde. Na responslhlliry la assumed for dimens/onal aeeurory. Dimensions Dagnr: EC • re to he ver/fied by rhr mmpnnenr manuJnuurer and/nr huild;ng desrgnrr prior m fohrlearl^n. TAe hulldrng drs/gner must oeeertain that the /nods TC Live 16.00 psf DurFacs Lm1.25 P=1.16 WESTERN WOOD ulilleed nn this k.09 meet ar ereeed he lending irnp".red k, he Inco/ 1,01ding end, and the portleulor applleaoan. The dee;gn assumes rhar rhe lop chord I, larerolly hraeed by rhr ra, Jnr floor and the hnrtam chard Is laterally hraeed by a rigid sheathing marerial direerly attached. valets alhenrlse .,he,thing noted. Bracing Shawn ie/,r loreral.,apparr /camp^nenee memhenr only rn reduce Auckling length. Thi.r mmponent shall nor he placed in env TC Dead 11.00 psi Rep Mbr Bnd 1.15 ® FABRICATORS FahNmt,.handle. iasmll BC Live 0.00 paf O.C.Spaeing 2-0-0 and hroae his trues in aeeurdanee with rhr./ /In,.iag standards: VOINT DETAILS' by T -al. 'ANSI?PI I', 'WTCA P - W^od Tr Cnuneil _ afArneriea Standard D-iga R-p-.4hili6er. 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSE-S BC Dead 10.00 paf Design Spec UBC -97 7700 RIEGO ROAD, ELVERTA, CA 06620 - (HIB -9 1) nnd'HIB-9I SUAIA I.•IRI' SIIFFT by TPI. The Trac. Plate 1 -ti -e (TPI) is treed al D'Oa. f in D,l- Aendisnn, 119.mnaNa J3719. The American Fares, and Paper As.,,,ciarion (AFP. -I1 it lacared at l Il I l9rh Street. Nil'. Sle 800. Warhingmn, DC 10036. TOTAL 37.00 p8f Seqn T6.6.41 - 0 Job Name: shhuahshop Truss ID: A8 Drwa: BRG X -IAC REACT SIZE REO'D TC 2x4 DFL 01 1 0- 1-12 572 HCR 1.50"BC 2X4 DFL 01 2 15- 3-12 572 HGR 1.50" WES 2X4 DFL STANDARD BRG REQUIREMENTS shorn are based ONLY Loaded for 10 PSF non -concurrent BCLL. on the trues material at each bearing End verticals designed for axial loads only. BRG HANGER/CLIP NOTE Extensions above or below the trues profile 1 WS26 (if any) require additional consideration 2 WS26 (by others) for horiz. loads on the bldg. Support Connection(a)/Hanger(a) are not designed for horizontal loads. SEE SIMPSON CATALOG FOR ADDITIONAL INSTALLATION NOTES TC FORCE AXL BND CSI 1-2 66 0.01 0.14 0.15 2-3 -441 0.00 0.14 0.14 3-4 -441 0.00 0.14 0.14 4-5 66 0.01 0.14 0.15 BC FORCE AXL BND CSI 6-7 362 0.04 0.51 0.54 7-8 362 0.04 0.51 0.54 WEB FORCE CSI WEB FORCE CSI 1-6 -83 0.01 4-7 160 0.10 2-6 -538 0.34 4-8 -538 0.34 2-7 160 0.10 5-8 -83 0.01 3-7 290 0.12 7-8-7 1.6-4 T 2-6-10 1 B1 Plating spec : ANSVTPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER-ICBO RESEARCH REPORT #1607. PLATING BASED ON.GREEN LUMBER VALUES. This Ouse Is designed using the UBC -97 Code. Bldg Enclosed = Yea, Importance Factor - 1.00 Truss Location End Zone Hurricane/Ocean Line a No, Exp Category - B Bldg Length - 90.00 ft, Bldg Width - 40.00 ft Mean roof height - 12.94 ft, mph - 80 UBC Standard Occupancy, Dead Load - 15.6 pal 7-8-12 I 7-8-12 1 2 3 4 5 8.00 -8.00 3.6-4 3-7 2.6-4 2.6-4 16-6-8 6 7 8 Required bearing widths and bearing areas apply when truss not supported In a hanger. HORIZONTAL REACTION(S): support 1 264 lb support 2 .254 lb 7-8-7 SHIP 1.6-4 T 2-6-10 1 B2 MAX DEFLECTION Japan) : L/999 MEM 7-8 (LIVE) LC 15 Le -0.07" D= -0.07" T- -0.14- Joint Locations 1 0-0-0 a 15-5.8 2 3.10- 6 6 0.0.0 7 7.8-12 7 7. 8.12 4 11-7-2 8 15-5-8 All plates are 20 gauge Truawal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint.Detall Reports available from Truawal software, unless noted. 1/1112007 Scale: 7/32" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1562L01 Th;.s derlgn ;..f". nn rnrm4rlynl nand;ng enmprnent nor va.ra..vrlem. l! hm. Ween rases nn speelfeaunns praymed ny,hn enmponenl man 1 era.,. Chk: EC Truss I D A8 ® anti done In o<rnrdnnee wirh the eurrrm ,•rrv;nms nJTP/ and APPA design standards. No responslblliry is auumrd� r dimen.Aonal aeeurary. Dimrnrlons Dsgnr: EC • re In he verlfred by the nnnpnnrnr manu/anurer nod/ r Auilding designer prior m fahriealion. The huilding designs oat mrcerratn Char the load TC Live 16.00 pat DurFaca L=1.26 P=1.15 WESTERN WOOD ulnlsed nn this dedgn rneel nr eseeed the binding hnpoaed by the Incnl huilding endo and the particular application. The design assumes that the top ehnrd !s laterally h-ced M1y rhe rnrf nrJ/nnr and the hotu- ehnrd is latera/lv hraeed by a rigid sheathing material direer/v attached, unless otherwise .sheathing noted. eranng ahnwn i. frr interni sappnrt r fcunp"nrnis members only m reduce buckling Imgrh. Th Ls mmpnnem shot! not he placed In any TC Dead 11.00 pet Rep Mbr Bnd 1.16 FABRICATORS envk-nenl that win ea- he -& -c ermrent rylhe wand In eaeeed 19% and v coos, cn-cl., plain mrrodnn. Fnhrieom, handle. Inas// BC Live 0.00 pat O.C.Spaeing 2- 0- 0 - and h-ce Ihl, truss in aearrdonee wirh the frillnu•ing slandards: JO/NT DETAILS' by T -al. 'ANSI?Pl l'. 'NTCA I'- Wand T uss Cnuneil nfAmerica S'landard Design Rer'pmrihilhie.r. 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' BC Dead 10.00 pat Design Spec UBC! -97 3700 RIE00 ROAD, ELVERTA, CA 96626 . (H1B-91) and 'HIB -91 SUMAIARI' SHEET' hu TPI. The Tru.v Plate Institute (TPI) is Ineated at D'Onnfrin Drive. hlodisnn, Wise -sin W19. The Amerleaa F 1 and Pnper Aasoc/nr!"n (4PPA) is Neared of 1111 191h Srreel, NW Ste 800. Washingmn, DC 10036. TOTAL 37.00 pet Seqn T6.6.41 - 0 Job Name: shhu hsho Truss ID: B1 Drwa: j SRO X -I.00 REACT SIZE REQ'D 1 0- 1-12 1476 3.50^ 1.57^ 2 19-10- 4 1476 3.50^ 1.57^ BRG REQUIREMENTS shown are based ONLY on the trues material at each bearing TC FORCE A7CL BND CSI 1-2 -2041 0.03 0.23 0.26 2-3 -2057 0.07 0.40 0.47 3-4 -2057 0.07 0.40 0.47 4-5 -2041 0.03 0.23 0.26 BC FORCE AXL BND CSI 6-7 1632 0.19 0.23 0.43 7-8 1635 0.19 0.23 0.43 8-9 1636 0.19 0.23 0.43 9-10 1632 0.19 0.23 0.43 TC 2X4 DFL 01 Sc 2X4 DFL 01 WEB 2X4 DFL STANDARD Loaded for 10 PSF non -concurrent BCLL. Permanent bracing Is required (by others) to prevent rotationitoppling. See SCSI 1-03 and ANSVTPI 1. PLATING BASED ON GREEN LUMBER VALUES. WEB FORCE CSI WEB FORCE CSI 2-7 266 0.11 4-8 540 0.22 2-8 540 0.22 4-9 266 0.11 3-8 -515 0.13 Plating spec : ANSVTPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT 01607. Drainage must be provided to avoid ponding. Continuous lateral bracing attached to flat TC as Indicated. Lumber must be structural grade. Brace @ 24" D.C. unless noted. b-10-16 5-10-16 1 s�� 2 3 4 6 8.00 21-60; I� 6 c-0 tea- -8.00 This design based on chord bracing applied per the following schedule: max O.C. tram to TC 24.00" 6.10.15 14-0-0 HORIZONTAL REACTION(S): support 1 -1791b support 2 .1791b This truss Is designed using the UBC -97 Code. Bldg Enclosed m Yea, Importance Factor - 1.00 Truss Location End Zone Hurricane/Ocean Line a No. Exp Category e B Bldg Length a 90.00 ft, Bldg Width a 20.00 R Mean roof height to 17.24 ft, mph a 80 UBC Standard Occupancy, Dead Load a 15.6 psf LOAD CASE 01 DESIGN LOADS Dir L.PIf L.Loc R.PIf R.Loc LL/TL TC Vert 74.00 - 1- 4.12 74.00 0.0- 0 0.43 TC Vert 64.00 0-0-0 64.00 6-0-0 0.59 TC Vert 108.00 B-0-0108.00 14.0.0 0.59 TC Vert 64.00 14- 0- 0 64,00 20-0-0 0.69 TC Vert 74.00 20- 0- 0 74.00 21.4-12 0.43 BC Vert 40.00 D- 0.0 40.00 20.0.0 0.00 Type... lbs X.Loc LL/TL TC Vert 0.0 0-1-12 1.00 TC Vert 128.1 6-0-0 1.00 TC Vert 88.1 6-0-0 0.00 TC Vert 128.1 14-0.0 1.00 TC Vert 88.1 14-0-0 0.00 TC Vert 0.0 19.10.4 1.00 B1 B2 1 j:jLj 1 12 i 20-0-0 6 7 8 9 10 =0-4-7 6-2-11 SHIP MAX DEFLECTION (span) : L/999 MEM 8-9 (LIVE) LC 1 Le -0.04" Da -0.06" T- -0.10" e+e.® Joint Locations 1 0.0.0 8 0. 0. 0 2 6- 9- 6 7 5- 7-10 3 10-0-0 8 10.0-0 4 14. 2.10 9 14.4. 6 5 20-0-0 10 20.0-0 All plates are 20 gauge Truswal Connectors, unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truawal software, unless noted. 1/11/2007 Scale: 7/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOBff: S15621_01 ® Thls darign Lr for an lndh•idval huilding component oat rrarr.rurtem. /I has peen hared on speel/leagnns provided by rhe mmponrnt manufacturer and done In with the AFPA design N Chk• EC Truss I D BI accordance current vrcrinn.r t JTP/and .vandards. n rerpnnsihllil , Lr assumed for dimearinnal seeyraey. Dime -ions re m he verified by rhe component rnnnu/nemrer and htr Avilding designer prior m faAr/ealinn. The budding designer must areerraln that the Inadr Dsgnr: EC r WESTERN WOOD "lilited on this design meet "r exceed the /amling I im,red by the /-a/ huilding -de and the pardeular application. The design assumes that the top chord Lr laterally hraeed by the n, !f, /l, sheathing and the haoom chard is lateral/v heated Av a rigid sheathing material directly attached. valev otherwise TC Live 16.00 psf DurFace La1.25 P-1.1 b anted. Bracing shown lrJ r lntern/.rypp,�rt •,/anupnnrntr n,emherr nMv rn reduce hockling length. Thi,r emnpnnem sha//not he p/aced in any TC Dead 11.00 psf Rep Mbr Bnd 1.00 ®FABRICATORS vvnnmenl that will enu.ee the mals/un• content nithe u,ual m exceed /9% and/or cause mnnennr plate nmruslnn. Fnhrieom. handle. install '.IOINT 'ANSI?PI BC Live 0.00 pef O.C.Spaeing 2- 0- 0 - mJ hroer this rru.er In neb,rr/nnre .•ith the f lh„ving Imadardr; DETAILS' nv Tru 0. P. WITCA /'. Wand Trusr C-cil nJAmrrlen.Standard Design Rerpon.rihilitie.., 'HANDLING IN.STALL/NG AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 3700 RIE00 ROAD, ELVERTA, CA 95626 . (HIB -91) and'H119-91 .Sl1A4A4AR1'.1;IIEET' by TPI. The Tru.rs Plate /nvilutr (TPO it Ineamd at D'Onofria Drlve, Alndman, Wi am.rin JJ719. The Ameri-a Form and Paper A.rsocialm. (A17P.41 it I -led at I I I I IMS -e. NW, Ste 800. Washington, DC 20036. TOTAL 37.00 pelf Seqn T6.5.41 - 0 Job Name: shhu hsho Truss ID: B2 Drw : SRO x -LOC REACT SIZE REQ' D TC 2x4 DFL 01 Plating spec : ANSVTP1- 1995 This design based on chord bracing applied 1 0- 1-12 843 3.50^ 1.50^ BC 2x4 DFL 01 THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: Dsgnr. EC 2 19-10- 4 843 3.50^ 1.50" WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. max o.c. from to TC Live 16.00 psf BRG REQUIREMENTS ahoy are based ONLY Loaded for 10 PSF non -concurrent BCLL. PLATE VALUES PER ICBO RESEARCH REPORT 01607. TC 24.00" 7-10.15 12- 0. 0 on the truce material at each bearing Continuous lateral bracing attached to flat Drainage must,be provided to avoid ponding. HORIZONTAL REACTIONIS) : ^r^^'^e^' that wdl eaa.re the....n., ar eon en...fino^d c, -,de . e, rred 1996 and/or souse ennneenv plate mrn..rinn. Fah,ienie, handle, i-lall BC Live 0.00 psf TC as Indicated. Lumber must be structural PLATING .BASED ON GREEN LUMBER VALUES. support 1 -249 Ib TC FORCE AXL BND CSI grade. Brace 24" o.c. unless noted. This truss is designed using the support 2 249 Ib Design Spec UBC -97 1-2 -1069 0.01 0.12 0.13 UBC -97 Code. 2-3 -866 0.00 0.11 0.11 Bldg Enclosed a Yes, Importance Factor a 1.00 3-4 -684 0.01 0.21 0.22 Truss Location a End Zone 4-5 -863 0.00 0.11 0.12 Hurricane/Ocean Line - No, Exp Category e B 5-6 -1069 0.01 0.12 0.13 Bldg Length a 90.00 ft, Bldg Width a 20.00 ft Mean roof height a 17.91 ft, mph - 80 BC FORCE AXL BND CSI UBC Standard Occupancy, Dead Load . 16.6 psf 7-8 838 0.13 0.05 0.18 8-9 837 0.10 0.12 0.21 9-10 682 0,08 0.13 0.21 10-11 837 0.10 0.13 0.22 11-12 838 0.13 0.05 0.18 NEB FORCE CSI WEB FORCE CSI 2-8 83 0.04 4-10 262 0.11 2-9 -241 0.08 5-10 -247 0.08 MAX DEFLECTION (span) 3-9 262 0.11 5-11 B3 0.04 L/998 MEM 8-9 (LIVE) LC 1 3-10 158 0.13 L--0.02" D--0.02" T--0.04" Joint Locations assn 7-10-16 1 7-10-16 1 0-0-0 7 0.0- 0 2 4.2-7 8 4-2-7 1 2 3 4 5 6 3 7.9-6 9 7.9-6 4 12.2-10 10 12.2-10 p 10 o 04-0-0 16-9.9-- 2 16-9-9 6 -p .-8.00 B1 B2 10=1L, 112 i 1 20-0-0 7 8 9 10 11 12 r =0-d-7 11/2007 All plates are 20 gauge Truawal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 7/32" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1662LD1 This® and design Of- an individual a C -ca cnI Beer a nal t..cr.�FPA 11 Aar been hared an speeifiearinn.r provided Ay,het nmpnnent monufoervrer anddame in oernnloncr with the eunent ,•rrrinn.r ../TPl and AFPA derlgn Nn it Chk: EC Truss I D: B2 .nandardr. reapnnsfhiliry arrumed/nr d;mensinnol otturoev. Dimmsionr re rn he verified hr the e...npnn nu/ne nd4.r Aul/ding Aes;gner pri .r In/nhriearinn. The hudding derigne engin that the 1nod., Dsgnr. EC WESTERN WOOD vtilittd nn Ili -design .nrrl..r reseed Ihr h -ling imp -d hr the /nen/ hui/ding code and the pnrliculnr app/ieal^ler The design .-.,a- that the mp chord i., Int roily hraeed Av Ihr nn./nr nn, r sheathing na,/ rhe hnanm ehnrJ is /a/er^Ily AroeeJ Ar a rigid.rhr^Ihing m ia/ diremly ollnehed unlea's ntherwi.re TC Live 16.00 psf DurFaes L=1.26 P=1.15 r,l.,nen g gl pnnenl.r n md. Brnr;n hewn ;, alera/.,a I I.r aemherr noir l., radar, Ane dim /rn h. rh;.r e..n. ha// nal Ar larrn;n aqr TC Dead 11.00 psf P Re Mbr Bnd 1.16 P ® FABRICATORS ^r^^'^e^' that wdl eaa.re the....n., ar eon en...fino^d c, -,de . e, rred 1996 and/or souse ennneenv plate mrn..rinn. Fah,ienie, handle, i-lall BC Live 0.00 psf O.C.Spacing 2- 0- 0 and hr^ee this Iru.r.e inn -loner ^lith Ina fidi-ing .r r ndnrdr: 'VO1NT DETAILS' ny T -al. 'AN.S11rPl l'. WrCA /'. 14, d Trutt Cnuneil - ,fAmeric, Standard De ign Rr..'pnavinilitier. 'H.4NDLING INSTALLING AND BRACING, METAL PLATE CONNECTED H•ODD TRUSSES' BC Dead 10.00 pal' Design Spec UBC -97 7700 RIEGO ROAD, ELVERTA, CA 95626 . (H1B•9I) nnd'H10-91 .S IIAIAIAR I'.SHEr7' Ar TPI. The Trust Plate 1n 1i -c (TPI) is heated nl D'On J l.. Drhr, Mndi-a. Hu -afro 33719. The Ain H -a Forest and Papc,.4-ciao,, /AFP.41 u h -ted at I/ // 19th ,Street.NW, Ste 800. Wnrhingtan. DC 20034. TOTAL 37.00 psf Seqn T6.5.41 - 0 Job Name: shhughs.hop Truss ID: 63 Drwa: BRG x -Loc REACT SIZE REQ 'D TC 2x4 DFL a1 1 D- 1-12 740 3.50^ 1.So^ BC 2x4 DFL a1 2 19-10- 4 740 3.50^ 1.50^ WEB 2X4 DFL STANDARD BRG REQUIREtIENTS shotm aro based ONLY Loaded for 10 PSF non -concurrent BCLL. on the trues material at each bearing TC FORCE AXL END CSI 1-2 -1037 0.01 0.21 0.22 1 2-3 -927 0.01 0.20.22 3-4 -927 0.01 0.21 0.22 4-5 -1037 0.01 0.21 0.22 BC FORCE AXL BIM CSI 6-7 809 0.09 0.23 0.32 7-8 536 0.06 0.23 0.29 8-9 809 0.09 0.23 0.32 WEB FORCE CSI WEB FORCE CSI 2-7 -268 0.07 3-8 388 0.16 3-7 388 0.16 4-8 -268 0.07 7-0-7 3-4 =0.4-7 B1 Plating spec : ANSVTPI - 1995 THIS>DESIGN IS THE COMPOSITE RESULT OF MULTIPLE.LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT 01607. PLATING BASED ON GREEN LUMBER VALUES. HORIZONTAL REACTION(S): support 1 334 lb support 2 334 lb This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor a 1.00 Truss Location = End Zone Hurricane/Ocean Llne = No, Exp Category a B Bldg Length - 90.00 ft, Bldg Width - 20.00 It Mean roof height - 19:80 it, mph a 60 UBC Standard Occupancy, Dead Load = 16.6 pat MAX DEFLECTION (span) : L/999 MEM 73 (LIVE) LC 16 L- -0.04" ip -0.04" T- -0.08' i 10-0-0 10-0-0 l ® Joint -Locations 1 2 3 4 6 1 0-0.0 6 0-0-0 2 5. 2.7 7 6.9-10 -� 3 10.0.0B 13-2.6 -8. -0 _8 �� I 4 149-9 9 20.0.0 ' 6 20= 0- 0 4-4 20-0-0 6 7 8 9t 7-0.7 SHIP 3-4 t I0.4-7 B2 All plates are 20 gauge Truawal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truawal software, unless noted. Q -SpFESS/o 2� �0-�11�7 1/11/2007 Scale: 1/4" = 1' WARNING Read all notes on this sheet and give a copy of It to the Erecting Contractor. Eng. Job: EJ. JOB#: S1662L01 ® Th6s dexlgn is f,r an indNidunl huilding c aponent nal --swam. 1, has heen hosed an ap-lleallnna provided by rhe component manufacturer done In the AFPA design No Chk• EC p Truss ID: B3 and accordance with --.1 veins nfTPl and standards. respons(hilityis ossumed for dimenslonal .=cabs . Dimensions re to he verified by the emnpnnenl manuftclurer and/or hull Jing designer prim In f hrteation. The building designer must ascertain that the loads Dsgnr: EC WESTERN WOOD all/(ted on Ills design meel nr c -ed the loading imposed by rhe 1-1holding code and the particular application. The dexlgn a .- Ilial the top chord (s lalerallu braced hu the rot for flmn Acalhing and the bottom chard Is laterally braced by o rigid sheathing material directly attached, unless otherwise TC Live 16.00 paf DurFaca L=1.26 P=1.15 noted. 8 -clog shown isf- r lateral rapport fa pnnenu memhert only In reduce hackling length. This component shall not he placed in any TC Dead 11.00 psf Rep Mbr Bnd 1.16 ® FABRICATORS --am-'shot will enure the moimure comenl r f,he wand In exceed 19% andlor co -e connector plate corrosion. Fabricate. handle, install BC Live 0.00 psf O.C.Spaeing 2- 0- 0 and brace this truss (n accordance with the fallowing standards: VOWT DETAILS' by Truswal, 'ANSYrPI 1. 'WTCA P. Woad Truss Coanetl • ofAmeriea.tlond-1 Dedgn Respsm.s(ht/hies. 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 3700 RIE00 ROAD, ELVERTA, CA 95626 - (HIB -91) and 'HIB -9l SUMMARY SHEET by TPI. The Truss Plate lnrtitvle (Tial) U located at D'Onof(o Drlm Madison. Wiseonslo 5)719. The American Forest and Paper A.anc/nNnn (AFPA) Is teemed of 11 / 1 191h Street NW, Ste 800, Washington, DC 70056. TOTAL 37.00 paf Seqn T6.5.41 - 0 Job Name: shhu hsho 1 0-0-0 6 0.0.0 Truss ID: 134 Drw : BRG x -LOC REACT SIZEREO ' D TC 2x4 DFL 01 Plating.spec : ANSVTPI -1995 HORIZONTAL REACTIONS) : 1 0- 1-12 3640 3.50^ 1.94^ BC 2x8 DFL 02 THIS DESIGN IS THE COMPOSITE RESULT OF support 1 -336 lb 2 19-10- 4 3640 3.50^ 1.94^ WEB 2X4 DFL STANDARD MULTIPLE LOAD CASES. support 2 336 lb BRc REQUIRxMERTBshown aro based ONLY Loaded for 10 PSF non -concurrent BCLL. PLATE VALUES'PER ICSO RESEARCH REPORT 01807. This uce Is designed using the tr on the truss material at each bearing PLATING BASED ON GREEN LUMBER -VALUES. Permanent bracing Is required (by others) to UBC -97 Code. nfAm-i- Standard Design R-pun.rthililiec 'HANDL/NG INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 2-PLYI Nell w/10d BOX, staggered (per NDS) prevent rotatlonhoppling. See SCSI 1-03 Bldg Enclosed Yes, Importance Factor a 1.00 TC FORCE AXL BND CSI In: TC- 2 BC- 3 WEBS- 2 -PER FOOTI- and ANSVTPI 1. Truss Location = End Zone 1-2 -4659 0.08 0.28 0.37 Hurricane/Ocean Line - No, Exp Category e 8 2-3 -4561 0.04 0.14 0.18 Bldg Length - 90.00 ft, Bldg Width ■ 20.00 h 3-4 -4561 0.04 0.14 0.18 Mean roof height - 19.60 it, mph - 80 4-5 -4659 0.08 0.28 0.37 UBC Standard Occupancy, Dead Load - 15.6 psf --LOAD CASE 01 DESIGN LOADS BC FORCE AXI. HND CSI Dir L.Pif L.Loc R.Plf R.Loc LL/TL 6-7 3850 0.25 0.61 0.86 TCVert 64.00 0-0.0 64.00 20.0-0 0.69 7-8 2585 0.17 0.61 0.78 BCVert 310.00 0.0-0 310.00 20.0-0 0.40 8-9 3850 0.25 0.61 0.86 WEB FORCE Cal WEB FORCE CSI 2-7 -285 0.02 3-8 2632 0.53 3-7 2632 0.53 4-8 -285 0.02 10-0-0 10-0-0 2-PLYS 1 2 3 4 6 REQUIRED 7-0-7 3-8 =o-4-7 B1 8.00 -8.00 R4.6 20-" 6 7 B 9 7-0-7 SHIP =0-4.7 B2 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint.Detall Reports available from Truswal software, unless noted. MAX DEFLECTION (span) : LJ999 MEM 8-9 (LIVE) LC 1 Le -0.07" De -0.09" T- -0.16" - Joint Locations 1 0-0-0 6 0.0.0 2 5-3-15 7 6.10-10 3 10-0-0 a 13-1-e 4 14 8. 1 9 20.0.0 5 20-0-0 Dagnr: EC /I l 1/1007 Scale: 1/4" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1662Lo1 ® Thlx Aerlgn i.r fire nn InAiyldunl but/Jing rnrnpnnent not rru.cr .ryrrnn. /t hos hero hosed nn speUfeorlons provided by the mmpnnenr mon�u/oerurer and done to neenrAanee wirM1 the eurrrnt vrr,cinne ETP/ anAAFPA derign nandmds. Nn Ir Chk• EC �/� Truss I D rerponrlM1l(iry assumed/ r dimensional oeeurary. Dimenrionr re to he verged by rhe component mon f elurer and/nr building de.rlgner pr/nr Ind hrlcarinn. The huflding derlgner moat arttrtain that rhe laadr Dagnr: EC e YT WESTERN WOOD "Iffludoo thh' derign ,neat nr r+crrA the loading lorp.sxd Av rhe local Auilding atAe and rhe portievlar appllroriun. The derlgn aarumer than the rap chord Ir lanrally Aroeed by the m for flno-Meathing and the bottom chard it laterally braced by a rigid sheathing material direerly attached. unless orhr ire TC Live 16.00 psf DurFace L=1:26 P-1.16 noted. Braeing shown Ir for laterol.rupptrrt r/eornponea"'emberr only rn reduce buckling length. This mmpnnent shall not be placed In any TC Dead 11.00 pef Rep Mbr Bnd 1.00 ® FABRICATORS a ---mem that will eaure the "ois, re eomew ofrhe .nod to e-eed 19% and/or cause connector plate rorror/nn. Fabricate• hondle, lnrrall BC Live 0.00 psf O.C.Spaeing 2- 0.0 and brace this trust In accordance wlrh the fnllnwing .. o dards: 'JO/NT DETAILS' h y 7 --al. 'ANSVTP/ 1'• 'WTCA V- Wood Truer Co -ell ' • nfAm-i- Standard Design R-pun.rthililiec 'HANDL/NG INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 2700 RIEGO ROAD. ELVERTA. CA 96026 - (H/B-91) nnd'HIB-9/ SUMA•L4R I' SHEET' by TPI. The Truer Plate lovimte (rP/) lr located m D'Onofrio Delve• Madison• Whreonrin 53719. The Amerfenn Forex, od Pap -.4 --union (AFPA) i.r located nt ll lI /91h So -eel. NW, Ste 800• Wnshingmn. DC 10016. TOTAL 37.00 psf Seqn T6.6.41 - 0 Job Name: shhughshop FORCE AXL ITruss ID: HRA Drw : HRA ERG x -Lac REACT SIZE Rs0'D TC 2x4 DFL #1 Plating spec : ANSUTPI -1995-••-------LOAD CASE #1 DESIGN LOADS --------------- 1 0- a- a 167 9.95• 1. so• BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF DirL.PN L.Loc R.PH R.Loc LL/TL a s- 6- 4 o 1.5o• 1.50• FILL CHO 2x4 DFL #1 MULTIPLE LOAD CASES. TC Vert 74.00-2-3.1 74.00 0-0.0 0.43 3 1z- 6- 4 0 1.50• 1.50• SLIDER 2x4 DFL #1 PLATE VALUES PER ICBO RESEARCH REPORT #1607. 0.00 4 16- 6- 4 0 1.50. 1.50• Mark all Interior bearing locations. Loaded for 10 PSF non -concurrent BCLL. 0.00 5 20- 6- 4 0 1.50- 1.50• Permanent bracing Is required (by others) to Install Interior support(s) before erection. 0.00 6 24- 6- 9 0 1.50- 1. so• prevent rotation/toppling. See BCSI 1-03 Shim bearings (N needed) for req. support. 0.00 7 as- 2-11 0 1.50• 1.50• and ANSI/TP11. PLATING BASED ON GREEN LUMBER VALUES. 0.00 e e- 5- 1 3 1.50• 1.50• ARL +a♦♦+t♦+♦♦t t r+r a♦.♦♦.♦ CSI BRo REo1TIRBmENTS show are based ONLY 0 NOT ANALYZED FOR UNBALANCED LOAD CASES 0.00 on the truss material at each bearing 4-0 t+r+++tttti+++t+r+++.ta 0.00 TC FORCE AXL BND CSI 1-2 1 0.00 0.00 0.00 1-2 0 0.00 0.00 0.00 2-0 0 0.00 0.00 0.00 0-0 0 0.00 0.00 0.00 0-0 0 0.00 0.00 0.00 0-0 0 0.00 0.00 0.00 0-0 0 0.00 0.00 0.00 0-0 0 0.00 0.00 0.00 BC FORCE ARL END CSI 3-4 0 0.00 0.00 0.00 4-0 0 0.00 0.00 0.00 WEB FORCE CSI WEB FORCE CSI SLDRL -1 0.00 2 ;A -A 8-5-13 3 4' B7 14-8-10 SHIP T 4-4-2 1 MAX DEFLECTION (span) : L/999 MEM 3.4 (LIVE) LC 1 L- 0.00" D= 0.00" T= 0.00" ====- Joint Locations 1 0.0. 0 3 0. 0. 0 2 8. 5.13 4 8. 5.13 OVER 8 SUPPORTS IT13/2007 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 3132" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1562LOI 77jis design Is for an individual building component not truss system. It has been based on specifications provided by the coutponent manufacturer C h k: EC Truss LD HRA ® and done In accordance with the current versions oJ'rPI and AFPA design standards. No mspanafbihfy is assumed for dimensional accorery. Din ensions Dsgnr. EC . are to be verified by the component manufacrurer and/or building designerprior ro fabrication. The building designer mum ascertain that the loads TC Live 16.00 psf DurFacs L=1.25 P=1.15 utilized on 111design nreel or etceed the loading imposed by the local building code and the particular application. The design assumes that the fop chord WESTERN WOOD is laterally braced by the roof or floor shealhing and the boson chord is laterally braced by a rigid sheathing nmterial directly attached, unless olhewise noted. Bracing shown lsfor lateral support ofconiponents rrtetnbers only to reduce buckling length. This component shall not be placed in any TC Dead 11.00 psf Rep Mbr Bnd 1.00 ®FABRICATORS envlronnrentthol will cause the moisture content ofthe twod to exceed 19%and/or cause connecrorplale corrosion. Fabricate, handle, install B(•. Live 0.00 psf O.C.Spaeing 2-0-0 and brace this truss in accordance with rhe following standards: JOINT DETAILS by Thrum!, ANSI PI 1', 'WTCA P- Wood Truss Council - ofAnrertco Standard Design Responsibilities. ''HANDLING INSTALLING AND BRACING METAL PLA TE CONNECTED WOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95626 - (HIB -91) and 'HIB -91 SUMMARY SHEET by TPI. The Truss Plate Institute (IPI) is located at D'Onofrio Drive, Madison. Wisconsin 33719. The American Forex( and Paper Association (AFPA) is locoed at 1111 19th Street, NW Ste 800, Washington, DC 20036. TOTAL 37.00 psf Seq n T6.5.41 - 0 Job Name: shhu hsho WARNING Read all notes on this sheet and give a copy of it to the -,Erecting Contractor. Truss ID: J614 Drw : SRC X -IAC REACT SIZE REQ'D TC 2x4 DFL 01 Plating spec : ANSVTPI - 1995 UPLIFT REACTION(S): 1 0- 1-12 305 3.50'• 1.50^ BC 2x4 DFL 01 THIS DESIGN IS THE.COMPOSITE RESULT OF Support 2 -110 Ib 2 6- 0-12 336 1.50^ 1.50^ PLATE VALUES PER ICBO RESEARCH REPORT 01607. MULTIPLE. LOAD CASES. Support 3 -78 Ib 3 to- 0-12 2321.50•• 1.501 Mark all Interior bearing locations. Loaded for 10 PSF non -concurrent BCLL. Support 4 -33 Ib 4 13-10-15 98 1, 50' 1.50^ PLATING BASED ON GREEN LUMBER VALUES. Install Interior support(s) before erection. HORIZONTAL REACTIONS) : 5 5-11- 4 88 1.50 ^ 1.50^ This truss isdesigned using the support 1 -249 Ib BRC REQUIREMENTS shown are based ONLY UBC -97 Code. TOTAL 37.00 paf support 5 -249 ib on the trues material at each bearing Bldg Enclosed c Yea, Importance Factor • 1.00 Truss Location - End Zone TC FORCE AXL END CSI Hurricane/Ocean Line - No, Exp Category . B 1-2 280 0.01 0.29 0.31 Bldg Length o 90.00 it, Bldg Width - 40.00 ft 2-0 -146 0.00 0.29 0.29 Mean roof height - 17.09 it, mph a 80 0-0 -69 0.00 0.15 0.15 UBC Standard Occupancy, Dead Load - 15.6 psf 0-0 -2 0.00 0.00 0.00 SC FORCE AXL END CSI 3-4 -249 0.00 0.21 0.21 4-0 0 0.00 0.00 0.00 9-8-4 =0-4-7 2 8 1*12 6-0-0 3 4 B4 T10-7-3 SHIP 4-4-7 l MAX DEFLECTION (span) : L/999 MEM 3.4 (LIVE) LC 18 Lat -0.02" D- -0.05" Te -0.08" ® Joint Locations 1 0- 0- 0 3 0.0- 0 2 6- 0- 0 4 6- 0- 0 OVER 6 SUPPORTS 1/11/2007 All plates are 20 gauge Truawal Connectors unless.preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truawal software, unless noted. Scale: 6/32" 0 1' WARNING Read all notes on this sheet and give a copy of it to the -,Erecting Contractor. Eng. Job: EJ. JOB#: S1562L01 This design l: for an Individual hullding component not trasr system. Ir has been hosed as speeiif-wo, provided by the component manufacrvr,r Chk• EC Truss I D: J614 ® one In accordance with rhe ent versions fTPI and AFPA design standards. No responsibility la assum,dfor dimensional and dcurr accuracy. Dimers/ons D8 nr• EC g re to he -rif,d by the component nianufncturer ands- building designer prior w fabriearion. The building designer must ascertain than rhe loads TC Live 16.00 psf DurFaee L-1.26 P"1.16 WESTERN WOOD utilised on Itti design neer or exceed the winding hnpo.sed by the /"cal hullding code and the parlleular application. The design assumes that the top chord i.s larern//v hroeed by rhe ro for four sheathing and the honour chord is latera//v brand by a rigid sheathing matrrlal direst/v attached, unless otherwise noted. Brneing shown Lr f,r'Ictal xappnrr , fcunI-encs mcnhers only to reduce buckling length. This component shall not be placed in any TC Dead 11.00 pelf Rep Mbr Bnd 1.16 ®FABRICATORS enwromnent that will cause the -nista.. cion'. fthe wood to exceed 19% and/or cause connector plate corrosion. Fohrlcote. handle, Install BC Live 0.00 psf O.C.Spaeing 2- 0- 0 and brace This awes in accord-, with rhe f dlo.log standards: 'JOINT DETAILS' by Tr-al.'ANSMrPl V. 'WTCA V- Woad Truss Council " o Amoico Standard Design Raspomdhiloics. 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 3700 RIE00 ROAD, ELVERTA, CA 00626 . (H/B-91) and'H/B-91 SUMMARY SHEET by TPI. The Truss Plot, /nsdtate (TPI) Is loeared at D'Onnfrlo Drive, Madison, Wisconsin 33719. The American Forexi and Paper A-,ciatii,n (AFPA) is hicared at 1111 I9rh Street, NW, Sr, 800. Washington, DC 70036. TOTAL 37.00 paf Seqn T8.6.41 - 0 TRU SWAL SYSTEMS 4445 NORT= K (RIVE, SUITE 200 COLORA00 SPRINGS, co 80907 (800) 322-4045. FAXV( 9) 698.8483 C.O.01003160 114101 Users of Truswal engineering: The TrusPlus'rm engineering software will correctly design the location ermanent continuous :lateral. bracing (CLB) on members for requirements for p rawings which it is required to reduce .buckling length.. S r�xlmate9ocations of braces from Truswal will show. the required number and app In - eneral, this bracing is ,done by using for each member needing. bracing. gedge Truswal Systems Brace-ItTM or• a 2x member (attached to adequately tdesigned, tom of the member) running perpendicular to the trusses per the building designer (See ANSI/TPI connected and braced to' the building p . current version). The following 'are - other. options (when CLB bracing is not also satisfy bracing needs for individual members possible or desirable) that will (aol building system bracing): 1.. A 1 x or, 2x structurally graded "T'. brace may be nailed flat to the edge of the mone ember with .1Od 'common or both edox is at es of member if two brace is required, or may- be nailed to dg es are required. The "T" brace must extend a minimum of 90% of the member's length.as the ber 2. A scab add-on) of.the same size and structural 91Odec common ornbox may be nailed to one f e bracehis equiirred, irhmay be nailed.to both nails at S o.c. if only on of W faces of the member if two braces, are requireddn Al,minimum,length. scabs are required for any :member exceeding g -Scab(s) must extend a minimum of. 90% %braces mustbuse ers (perpendicular 3. Any member requiring more .than t races, or any other, bracing or a combination. of :scabs and. "Ib tiby the building designer. as specified: and approv approved method, ed 1. EXAMPLES 909/o L 90% L 2. >'. Please contact a Truswal engineer if there are any questions .V e;. atflc@ v nword%6raa•new.let V. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www"buttecounty.net\dds PERMIT NO/ BP042909 V LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 10/05/2004 APN: 047-320-063-000 the Business and Professions Code, and my license is in full force and effect. License Class: License qumbeZ� Site Address: 65 FELICIDAD LN CHI Date444 Contractor: 6 __L1�4� Map Index: Description: REROOF (40 SQ) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: FOSTER FAMILY TRUST permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a FOSTER VERONICA J TRUSTEE ' signed statement that he or she is licensed pursuant to the provisions of I 65 FELICIDAD LN the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 1 CHICO, CA 95973 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the properly, or my employees with wages as their ' sole compensation, will do the work, and the structure is not f intended or offered for sale (Sec. 7044, Business and Professions Applicant: CHICO ROOFING COMPANY Code: The Contractors' State License Law does not apply to an CRANE BILL owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, i 540 MADRONE AVENUE provided that such improvements are not intended or offered for CHICO, CA 95926 sale. If however, the building or improvements are sold within one 530-892-9021 year of completion, the owner -builder will have the burden of j proving that he or she did not build or improve for the purpose of BILLCRANE@CHICO.COM sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: CHICO ROOFING COMPANY not apply to an owner of property who builds or improves thereon, i CRANE, BILL and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 540 MADRONE AVENUE ❑ I am Exempt under Article 3 of the Business and Professions Code i CHICO, CA 95926 530-892-9021 Date: Owner: BILLCRANE@CHICO.COM License #: 775265 WORKERS' COMPENSATION DECLARATION I 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 r I o v 11" or Code, for the performance of the work for which this permit Architect: (V s issued. Engineer: OW I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are:: Carrier: Z'-t� Total Square Ft: 0 S. F. Valuation: $0.00 Census Code: Z//,issued, Po&�� 2vSlj 13I certify that in the performance of the work for which this permit is 1 shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. a v o Date: Applicant: WARNING: Failure to secure workers' compensation coverage is T .k unlawful, and shall subject an employer to criminal penalties and one h hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY able provisions of the Butte County Coda nrVor This permit is hereby issuedWae I hereby affirm that there is a construction lending agency for the Resoluti o dawork indihich fees have beenpaid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: B : Date: PERMIT EXPIRES ON: ([lateff Address: ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health 8 Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representattiiiess of Butte Countytoenter upon the above mentioned property for inspection pu oses.. rV Print Name:' G // Y� eiCXi `� Signature: Date: ❑ Owner Contractor ❑ Agent for Owner 13 Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.netldds PERMIT NO. BP042909 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 10/05/2004 APN: 047-320-063-000 the Business and Professions Code, and my license is in full force and effect. �,� License Class: vLicense quumb� Site Address: 65 FELICIDAD LN CHI Date Contractor: Pa.,/ Map Index: Description: REROOF (40 SQ) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: FOSTER FAMILY TRUST permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a FOSTER VERONICA J TRUSTEE signed statement that he or she is licensed pursuant to the provisions of 65 FELICIDAD LN the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or CHICO, CA 95973 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: CHICO ROOFING COMPANY Code: The Contractors' State License Law does not apply to an CRANE BILL owner of property who builds or improves thereon, and who does + such work himself or herself or through his or her own employees, 540 MADRONE AVENUE provided that such improvements are not intended or offered for CHICO, CA 95926 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of 530-892-9021 proving that he or she did not build or improve for the purpose of BILLCRANE@CHICO.COM sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: CHICO ROOFING COMPANY not apply to an owner of property who builds or improves thereon, CRANE, BILL and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 540 MADRONE AVENUE ❑ I am Exempt under Article 3 of the Business and Professions Code CHICO, CA 95926 530-892-9021 Date: Owner: BILLCRANE@CHICO.COM License #: 775265 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for work rs' compensation, as provided for by Section 3700 of the L' or Code, for the performance of the work for which this permit Architect: s issued. Engineer: 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carr;er:_� Total Square Ft: 0 S.F. Valuation: $0.00 Census Code: ! / ❑ 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' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. D e V Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the This permit is hereby issuedWable provisions of the Butte Cnunfy CodR nrVt,r Resolutio o dawork indiich fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: B . Date: PERMIT EXPIRES ON: fe Address: ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official forth or document of Butte County. I hereby authorize representatifess of Butte enter upon the above mentioned property for inspection pu os'esl. . �County /to ?,;;)W �/ Print Name: �^ y� Signature:y^�%L�C Date: ❑ Owner Contractor ❑ Agent for Owner 13 Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 OFFICE M (530) 538-7541 A FEE WILL BE REO UIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" OWNER Last Name lFirst Name Address City State Zip Phone Fax E-mail APPLICANT NAME CONTRACTOR Name. City Address Zip City Fax State Zip Phone Page Fax E-mail Date Approved: Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Page Fax E-mail Date Approved: State License Number APPLICANT NAME Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X For office use only: Zoning Property Address ` 1 Rood Zone Cross Street SRA I Yes No Occ. Type Const Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. Mud BIN # LOCATION API �011AJ Property Address ` 1 City Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a cerfilicate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq. Footage I K =' i4;, , O Structure Built without Rdrmb O Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: Bldg SRA Receipt #: Sheriff SMIP Date: —.Other �' Total \. SUBMITTAL & PERMIT REQUIREMENTS a The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BEACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxesl ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, O M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Keiunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan :heck fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION 'AFORMSIBUILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 7-27-14 BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT P.E +I j? Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. �� -�- ZONING D / s OWNER �s. PHONE NO.,������ OWNER'S ADDRESS LOCATION OF BUILDING noAa USE OF BUILDING�� �� �vi� ?� �%l/f ��Cy��". GQ� ��C�►7 L� B7/��9� �� SIZE OF STRUCTURE ////��hh X _ � SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME _� STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYP ESTIMATED COST OF CONSTRUCTION $Q cg? AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: ' c :7 2 b �'K � FRONT SIDES REAR --b AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date/ I- / l% 7'? Permit Fee - $60.00 Receipt No. 2e OZ 7G/� Signature of Owner ya-� Th above described AG Building is exempt rom a b u ijaling per It. FL09D PARC VP G I ISSUE Manager Building Division-- Date % 9 By White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant is f �'f�,�{j='°°tf�Cw.ce��T rt�y'C7'�t"'"7'.� `Y�'i.X"f�i�' 6i'{f��'"�''�x'+ w�' /�•v.++".. t . w COUNTY OF BUTTE -DEPARTMENT OF DE-VEDOPMENT SERVICES -BUILDING DIVISIONry 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 i PERMIT APPLICATION DATA SHEET OWNER: �JJ •e�' ASSESSOR PARCEL NUMBER: % / —� L ` 5'Z Proposed•Building Use: 4S �Oa ,t , 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 items have been submitted .----------------- ------------------------------------------------------ ' J 02, Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ p . Complete plans, 3/4 sets, signed by the preparer of plans. ------ --�- ------------------------------ .., 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- 115. ------- ❑5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑6. Energy Design Compliance and,supporting documentation. ---------------------------------------------------- 117. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ---`-------------- --------------------------- ---------------------------------------------- ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 10 Fees�of $ ------------------------------------------------------------------------------------- ❑ 11.. -Impact fees as shown on the attached schedule.------------------------------------------------------------ ---- ❑ 12. California Department of Forestry plan approval/fees.--------------------------------------------------------- ❑ 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- :❑ 14. Sanitation and plot plan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- i. 016.. Plot plan and business license approval. from the City of Biggs. -------------------------------- ------------- -11.17' Planning approval for (A) Use: (B) Parking: -------------- ----------- ff 19 Contact Land Development about ❑Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ' ❑20. Pre -inspection fori' required. Request to Building Inspector on (Dade) 021. Contractor's license information. (Number, Name Style, Classification). ❑22. Workers' Compensation carrier and policy number. ----------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -• E124. Letter of signature authorization. -------------------------------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. ------------- ❑26. Letter of intent on building use. --------------------------------------------- 0 27. Mgufactured Home utility clearance. -------------------------------------- ❑28. Existing violaiions and/or expired permits. -------------------------------- ❑29. ❑433 A'❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E130. Other: When you issue the permit, process as ❑ Telephone low MaiI to owner, ❑Mail to contractor. and hold, for pickup at office. ❑ Deliver with inspector. Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: Index permit application for the above items numbered: 2. Additional items required: ❑ Plan Check List Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ 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 advised of the above required data by ❑phone, ❑mail, ❑Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: i ESIDENTIAL 47-32-52 a)TSIDr C395�0-90B,P,E7,M_) YOUNG, Forrest 65 Felicidad Lane, Chico GL,/ V11-1 (new single family) _11� kd_ , CQ Pow- (,a r b. PFICE COF(' `'ddr` ess / vv f OFFICE COPY L� J I Addressl i y GAS Meter By � Date r ELECTRIC _Meter By Date t U OFFICE COPY,5 Address Dffre — C ELECTRIC Meter By Date �1 lie 0WOW4q 1.4 kle e. --j t ,► � �� was � -� .�J�� �. JOB FINALED(Date 2' —. l Signature eze" 4 a. J'= OK 'I 4 O = Not OK Not Applicable Not Ready MOBILE HOMES ' =� Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements-Setbacks-Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location-Test-Fall-C/O Concrete 4. Water; Location-Test-Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp-Concrete 6. Gas; Location-Test-Wrap: / /" L" ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Utility Clearance Date Card B-1 Date Card,B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip, w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-PaneIboa rds-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 4 '. J=OK ,O =Not OK = Not Applicable = Not Ready Date UNDERFLOOR (Plans) OK except #'s t. RESIDENTIAL (Single & Duplex) 0. ZOjng-Setbacks- Ease ments-Flood-Slope g., ain; Soils-Elec. Grnd.-/ /" Ftg. Depth .. F ., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth F , Porches & Decks; Soils -Steel-/ /Ftg. Depth emwalis, Main; Steel -Bloc kouts-Wrapped . Stemwall�arage; Steel -Blockouts-Wrapped 6a. Hol owns and Special Anchors ` 8. Pi -Fireplace Ftg.-Steel . D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15, Insulation Date z-2/-90 Card B-1 v Date Card B-1 Date%.:27-96 Card Date Card B-1 Date PLUMJR4G tPermit) OK except #'s 14.0%afer Htr.; Vent-Aefess-Combustion Air -Baffle Water Te€ & Anchor -Nail Prote tion Test -Fittings & Anchtr-wetrProtee ion Z4Zg4( 1 pelhowman; Test, First Floor -Tub Access 2 st Tub & Shower, Second Floor -Tub Access 0 Gas Pipe; Size & Anchors Date -Z-,z Card B-1 Uf5r, Date Card B-1 Date -ZA-Q Card -1 V&V Date Card B-1 Date ELEC CAL Permit OK except #'s 2 . Fixtu Transformer Clearance -Ins. otection 2 ec. Receptacles Spacing -Li Switch Doors 2 Boxes & No. of Corfeluctors apled ef 2 m ptalled Close to &i@dol Studs & 2' . 'w . Ground made up w/Mech. Fastners-8 s & Wemer, 2L,4ppiiance Circuts in Kitchen & Cond or Size/GFI 28, . Size / / ga. P!2 e Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. sulated Neutral O Yes 0 Now,q�� . SeLyiet-Riser Conductors & Ground -Main Disconnect ,Q,? - 31!�gxtp. Clearances Panels-Motors-Mech. Equip. 3'7"CIo Closet Light -Shower Light -Spa Light 3 moke Detector Date ;?., Z 5 A4 1 Card B-1 NP Date Card B-1 DateCard B-1 Date Card B-1 Date MECH (Permit) OK except #'s. 3 . Ducts Insulation & Suppgff t _3G_Aen_dtpwe Drain & Overflow; Size & Gr e 3 na ent; Access -Comb. Fr-Wme'Air Vent- utlet 3 is Access & Platform if F nce in Attic Date -'ZS'LI, Card B-1 k Date Card B-1 Date I;- Card B-1 Date Card B-1 Date FRA G (Plans) OK except #'s _ / Z9,OrSUWProper Material & Anch al tuds-Nailing, S n Braci - lates-Sound 41. aring Walls over Gir s & Floor Nailing pr Stop in Walls (rat proof T4fiXire Stoos: Furred Ceilin tai -Chases-T Date FB"ING (Continued) 48�/Cing. Joist-Rftr. ties- Puri in-roo�Ara rTs- hthng.-Rfng. Qrj�FiT2131ace Ties or Type A -Fireplace Thro c earanc Access; Size & Ro ction- Draft a es Windows or Exiting Do Hgt. & GW0'nsions 5 rage Fire Protect' ramin 5�._Rre)5erty Line Firewall penings 52. Ext. Doors -One T -Check Garage -3rd Story, 2 Exits h=Headroom-Rise-Run-Landing-Fire Protection 4. plywoo n Roof Overhang -Attic Vents -Rafter Outriggers 55. Sid' -Nailing Veneer tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic 58.ar Walls; Nailing -Bolts Insula 'on--Walls-Ceilings - a, v6• j filtration -Walls -Windows DateZ, / Card B-1 VC> Date /g -Q/ Card B--(/,& Dat rd B-1 Date Card B-1 Date FIN (Plans) OK except #'s -steps-Door & Sidelight Protection -Landings oke Detector Fur e; Vents -Clearance -Comb. Air -Connector - Ga e; Above Floor -Ducts -Meth. Protection room Exiting & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel; Breaker Sizes & Labels ils fireplace or Stove; Clearances -Hearth 7q!kit.5x1'& Appliance; Grnd.-Air Gap -Cooking Clearance 7 . utlets & Receptacles at Kit. Counter 7 . Garage Fire Door; Swing -Landing -Closer 7. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. I rage; Above Floor-Mech. Protection Pl�. & Mech. Equip. Listed for Location 7 . Ele_qfl6ceptacles in Garage; (G.F.1.)-Romex Eg4iottction Vr-rn_sul ' -Foam-Looked in Attic es 7 . d Rails & Deck Construction -Post Caps Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Flo 13 Yes 80. Following instld.; Drive PKes ❑ No; Walks Yes O No; Planters O Yes No 8 . o; r n- inis— A.nit; Disconnect, Electrical, Plumbing Vents Above, Roof; Plbg.-Appliance-Fireplace.-Clearance to 8 ell; Disconnect, Electrical, Plumbing Exte ' r EIS. Trim; G.F.I. Receptacle -Underground 8 . en ' n Throughout House ,9-1(` 8�grirfttions Previous Inspec ns fing!Ci OQa t eters Tagged; G le ric J--30'% PZ,6 at Sewer Connected -C/O to Grade -HD Approval /-1 66,15nergy Compliance Certificate -Other Certificates Date ) Card B-1 jp& Date Card B-1 Date- c Card B-1 Date Card B-1 Date `� Card B-1 Date Card B-1 Comments at Final: & Beam -Sim & BeaUPT (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE ' 'DEPARTMENT OF PUBLIC WORKS , 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE 3950 OWNER V PERMIT N0, T A outine inspection indicates that the following violations of County Ordinance e ist at the above address and should be corrected. Please notify this office A hen correction of work is completed. If you have any question pertaining to this matdr, or need additional explanation, please contact this office immediately. r N a 1 _.f, - 'e- / 4 Y Date 4 / r Inspector. Ap t j COUNTY OF BUTTE r DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 ;+ 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE r 3GS-D-a-6 OWNER PERMIT NO. ' A routine inspection indicates that the following violations of County Ordinance :' exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. I •. t; Date9, 7 C 7 �! Inspector �,/ COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 ; a 747 Elliott Road, Paradise— Phone: 872-6307 +S CORRECTION NOTICE OWN A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office Date ` �� Inspector b/ /F. .•�:�.;�.r.T.;,.{YCwi:wsw.''Lti'RAS".r:rT!�.���'.Y?.�Yk.:,.�-...^y,_ ,�{..!•4.'�- .-. _., r"•�"r--"'t*4-� COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541' 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE 110. OWN MIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Date_ f T ! / Inspector 01 +� w 3 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 i 7 County Center Drive, Orovi Ile — Phone: 538-7541" 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE A cit 3 2rc') T NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of wor . ompleted. If you have any question pertaining to this matter, or n ditional explanation, please contact this office immediately. v &-. AJ! ter,✓ o-� I q -a1 Date�� " Inspector COUNTY OF BUTTE/ + + + > > ;DEPARTMENT OF PUBLIC WORKS ' 196 Memorial Way, Chico — Rhone: 891-2751 1; 7 County Center Drive, OroviIle - Phone: 538-7541 + 747 Elliott Road; Paradise— Phone: 872-6307 CORRECTION NOTICE •* OWNER U C PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correctio ork is completed. If you have any question pertaining to this matter, eed additional explanation, please contact this office immediately. �y. J Date—( — 7 - / L Inspector l� INSULATION C:EHY CF':ECA TION Fe I I' C -j' 010L J I- yj e= .�4t� - NUMBER AND STREET C11', COUNTY -------------------- _----------------------- - �----------_--____----- SUBDIVISION LOT NUMBER DESCRIPTION OF INSTALLATION ROOF MATERIAL �_-_.----_•-h31{!11`11:) NAME THICKNESS (INCHES) _ _ _:1'1 II`::E'tl'+IAL_ RESISTANCE - EXTERIOR WALL - ---- MATER I AL F I BERGLASS i.:tRAND NAME CERTA I NTEE:D THICKNESS (INCI IE�a) _-sj 5 - ,. 7 1 ii:i{:�Ihtll_ R!_�,")ISTANC E J3 _ CEILING BATT- OR BLANKET TYPE' FIBERGLASS ._I: RnND NAME CERTAINTEED THICKNESS -_� _ THERMAL RE:=S I STANCE O LOOSE FILL TYRE -_FIBERGLASS ._. _.....__.:._I{rzr�rll> rlAME_:GERTA I NTE�E I:) MINIMUM 'T'H I CKNEESS /� NUMBER R - _-_.___-__ __. _.___ OV rifli:.�S_ �—WEIGHT PER 13AG c��-;LB AREA COVERED __ /CJD -_ _'IIIE"fdE1At._ RESISTANCE FLOOR ELEVATED -""�'--- - MATERIAL FIBERGLASS I::iRf1ND NAME CERTAINTEED THICKNESS - - ..____._.....,1 1 1r l'ti 1x11... RESISTANCE_--. FLOOR SLAB- _.. MATERIAL ___---__ 1I r;r11 i1J NAME -_.._ THICKNESS __ _ W --_-.......T'i..11_:i,Nril.._ RESISTANCE WIDTH ( FOUNDATION WALL MATERIAL ___ }3Eif1IJ1.) IUf1NIE_: THICKNESS ....... v _ TI IE:"EtmnL RESISTANCE HEATING SYSTEM gas furnace ---� MAKE MODEL DESCRIPTION RATED BONNET CAPACITY DECL_r1E261 l a.S I hereby certify that the above insulation was; installed in the building at the above location in conformance with the current regulations setting Enery Conservation Standards for now residential buildings (located in Title 24 of the California Administrative Code). GENERAL CONTRACTOR (BUILDER) LICENSE NUMBER _... _.................. __ -__ - ..-._._..----.-.------•-- SIGNATURE ANI) TITLE DATE HAWKINS INDUSTRIES INC 379407 .(owner) � SIGNATURE AND TITLE DATE COUNTY OF BUTTE - PEPARTMENT OF PUBLIC WORKS 7 County Center Drive.- Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. A/ �4-- ASSESSOR PARCEL NUMBER 47-32-052 ZONING SR1 BUILDING PERMIT OWNER TELEPHONE 343-1454 SO. FT. OCC. BUILDING VALUATION 1 0 R 86400 oWNEFORRESTGBD�YOUNG RESS 2621 A ESPLANADE, CHICO 95926 630 M 8827 CONTRACTOR'S NAME OWNER TELEPHONE 192 C 1920 7 v 7L CONTRACTOR'S MAILING ADDRESS Fireplace A 1000 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 98147 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 430.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 215.00 Energy Plan Checking Fee $ 15.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS LN, CHICO 95926 Permit fee $ 670.00 PLUMBING PERMIT Filing Fee 10.00 Each Trap 1Q 2.00 20.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP 465,- ,`% Water piping 5.00 5.00 Each pas water heater or vent 5.00 5.00 USE OF STRUCTURE SF ® Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 5.00 5.00 Mobile Home S G W 10.00 e TYPE OF WORK New® Addition[] Remodel❑ Utilities❑ Installation❑ Other ❑ Describe work: 3 BDRM _ Permit Fee $ S0.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service j00VOR AMP ORLESS10.00 10.00 Main service EA. ADO'L 100 AMP 2.50 2.50 CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): F -1I am licensed under provisions of Chapt. 9, Div. 3 of the Bushes$ and Professions Code and my license Is In full force and effect.SINGLE License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.&\ 2yz�sgft 69.75 OR ADDNS. ACC. BLDGS. I NEW CONSTR ULT' -OUTLET Z.SOea NON.RESID BRANCH CIRC ITS POWER APPARATUS &) OUTLET CIR. Ex. Ocu 20050e c Occup(OUTLETS OR FIXTURES SALO 30 FIXED APPLNS. K Ex. Occup. OUTLETS (RESID )EA.) 2.00 Temporary service 10.00 10.00 Mobile Home Facilities 15.00 Misc. �Virin 15.00 9 Permit Fee $ 102.25 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating 6.00 split Cooling 3T 11.00 Hood 3.00 1 3.00 Ventilation 1 3.001 3.00 Permit Fee $ 33.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agains id County i o e uenc of the granting of this per 't. X Date �� 1�ZS Si attire of Applicant - Owner ❑ Contractor ElAgent5 p 96 9 An OSHA permit is required for excavations over 5'0" d gD demoli I or! ion of structures over 3 stories in height. e3 p�o.- Mobile Home Installation Fee $ Energy Inspection Fee $ 30.00 cc CONST JYPE TOTAL FEE $ 8 5.25 HAHA z cuA PARK _ sc FLq/ PA Po H Issu � This permit is nereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTO F PUBLIC WORKS P Y Date /z -t 1 i PEEXPIRES Date /2 '� 84062 - 885.25 0t 330 Receipt No. , WHITE-D.P.W., YELLOW -ASSESSOR, PINK-INSP C OR, Ga LDENROD-APPLICANT COUNTY OF BUTTE-hDEP,ARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSE55,OR PARCELMBER OC Z ZONI G 1 BUILDING PERMIT OWN LF -PHO N S0. FT. OCC. BUILDING VALUATION 61 Cl/ OWN Y;LIN `-'ap CppTR ACTDR�IV TELEPHONE (J CONTRAA/C/T`TOR S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $a,, v ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Q Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESSPermit I n Jq- PL fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 ,2-a 0 Solar or heat pump water heater 20.00 _ LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00AOO Each qas water heater or vent 5.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 10.00e TYPE OF WORK Ne Addition❑�emodglQ, Utilitlnstallation❑ Other❑ Describe work'- �y�� Permit Fee $ 5-272. Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS Main service EA. ADO'L 100 AMP 10.00 Q 2.50 r CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license 1s In full force and effect.SINGLE License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUPM OR ADONS. I. ACC. BLDGS. / , /20sgft NEW CONSTR. ULTI.OUTLET NON-RESID BRANCHCIRC ITS 2.50ez POWER APPARATUS 6 OUTLET CIR. Ex. OCCUp(OUTLETS OR FIXTURES eAL&30C Ex. Occup. OUTLETS ((RESID )REJ 2.00 Temporary service 10.00 Q� Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ , Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. . MECHANICAL PERMIT -FiIingFee 10.00 Heating Cooling Hood 3.00L Ventilation 3 permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating tobuilding construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. Y Date Signature of Applicant — Owner ❑ Contractor C Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct. ion of strucfures over 3 stories in height. Mobile Home Installation Fee $ C' Energy Inspection—Fee- nspectionFeeto occ CONS; TYPE TOTAL FEE $ HAz cuA PARK CH SL FLo i PAR PO HO i ISSUE This permit is nereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Recaict No. ��'. �r 4 ..r _ •._,r.,:{,,..rt. -. ..:�,: �r 0.j .. A _ _ �:i.. 11Y • �- COUNTY OF BUTTE - DEPARTMENT.OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE': OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET //,///1 _ Permit No. OWNER r� // A. P. No. 3 Z Proposed Building Use 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 APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs,,with wet signature on plans .. 5: Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7 Statement of Intent for Non -Heated and AC Buildings .............. Engineered truss details and layout in duplicate (required prior to plan check) Z 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ 14211�71 Chico Urban Area fees paid .................................... 2. Park fees paid................. ...................... :.............. 3. �_ r /� 'School District fees paid .............. 3 Sanitation approval from �[% h r G Health Department 5. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW .4-9. Driveway permit (construction approval required prior to occupancy 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... Certificate of Workmans Compensation Insurance .................. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... ecorded copy of Agricultural Acknowledgment Statement .........� Letter of signature authorization ................................... 11 lqu 6. 27. When you sue the permit, processas follows: Maa _t' w er. Mail to contractor. Telephone . L and hold for pickup at office. Deliver w/inspector. nrl,o. Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted gKtvit i 1. Index permit for above items No. 2.. Additional items required: (CircleeyG�item not checked above). Contractor, designer, owner, was advised of above required data by_phone_mail—counter by ..date Contractor, designer, owner, was"advised of above required data by_phone_mail_c un�te/r by date Plans checked by �e-� Datd�'-28��� Plans approved b ` Date_ �- Sets of plans on hold in ,4<File cabinet1'' AP folder Copy—DPW TO Buildina Department FROM: Environmental Health SUBJECT: Sanitation Clearance own ex Location API; Plan Approved for: Sewage Disposal Water Supply -� Water Supply Hold final for: Water Supply tiinal clearance O.R. for: Clearance for bedroom --e home. Other. NOTE *** Date Sanitarian vr- •.�....h1 ^.,.•,..:.^�--rt.K-�r'i . i^•r:�.viaw..,.�. •.r,�- ',.r, -r ^ rte_ •,+,ti ,.-.. - . r '�'^ .-. - •-- c,. ti. ,,� � � r .. BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION,FORM (One Form per Building) A.P. Number /)y%o5°'� Building Department No. School District bU S1-9 City [::] County 3 Jurisdiction Property Owner Project Location/Address 41q )591_1e/0#0 Subdivision Lot Number :J Residential Development: © E] a Sq. Footage # of Living MHI Addition (Group R) Units Commercial/Industrial: Sq. Footage New Addition (Including Exterior Roofed Areas) r r 't Building Department Representative Date ******************************************************************* (Floor Plans reviewed by School District Personnel) District Id No. gLo_aq Applicant Name) z/ A IEJ Street Address) School District certifies that Phone Number) C' "66 066, 9-5 go? � (City) (State) (Zip Code) has complied with the requirements of Resolution No. LM -9 O by the i o7 payment of $ o . (� representing 1166 square feet. (� School District Representative Da tA PAID BY CHECK NO. _ BANK NO //__ 36— PAID BY CASH REMARKS: white -applicant, yellow-building'department, pink -school district SCHOOL.FEE (8/88) U.S.MAIL M Important Because we know your time and money are valuable, we suggest you call your local Post Office before you install a M17ilhnr Ask to speak to the Carrier Supervisor, who will tell you the proper location for your box and explain current requirements for mail box. installation. The location and other requirements must be approved by the Carrier Supervisor, before your carrier will begin delivery. Thanking you for your cooperation Ile ZuZEStarter Padt I SC.ucce aad ;'a" -44- a PO4r 0#4x M r` L 4 4 I t r COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PJFRMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 3 �-a_ C APPLICATION AND PERMIT J (� SSES OR PARCEL NUMBER 47-32-052 ZONING SR BUILDING PERMIT OWNER FRRESTG B TELEPHONE 343-1454 S0. FT. OCC. BUILDING VALUATION 0 R 86400 OWNER'S D�YOSUNG 2621 A ESPLANADE, CHICO 95926 630 M 8827 CONT RACTOROWNER 'S NAME TELEPHONE 192 - C 1920 CONTRACTOR'S MAILING ADDRESS Fireplace A 1000 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 98147 Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ 430.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 215.00 Energy Plan Checking Fee $ 15,00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS LN CHICO 95926 Permit fee $ 670.00 PLUMBING PERMIT Filing Fee 10.00 Each Trap 1C 2,00 20.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 5.00 Each qas water heater or vent 5.00 5.00 USE OF STRUCTURE SF[2 Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 5.00 5.00 Mobile Home Is G W O.00e TYPE OF WORK NewFJ* Addition[- Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: 3 BDRM Permit Fee $ 50,(0 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service ;°oo AMP OR1 OR LESS10.00 10.00 Main service EA. ADD'L too AMP 2.50 2,50 CONTRACTORS LICENSE LAW I declare under penalty of (check . P Y perjury Jur Y(econe): ❑NON.RESIO I am licensed under provisions of Chapt. 9, DIV. 3 of the BUSIneSS and Professions Code and my license is in full force and effect. License No. Classification 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.ai) 'h2sgft 69.75 OR ACDNS. ACC. SLOGS. NEWCONSTR "ULT' -OUTLET BRANCH CIRC ITS 2.50 ea POWER APPARATUS e SINGLE OUTLET CIR. - / Ex. Occup( OR FIXTURES .09 DA�030 Ex. OCCUp. OUTLETS PIRESID IFIXED APLNS. REA.) 2.00 Temporary service 10.00 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 9 Permit Fee $ 102.25 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. yCf I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating 6,00 split - Cooling 3T 11.00 Hood 3.00 1 3.00 Ventilation 1 3.001 3.00 Permit Fee $ 33.OQ Contractor [I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agains id County i o e uenc of the granting of this per 't. X Date �� ' Si ature of Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 30.00 occ CONST TYPE TOTAL FEE $ 8 5.25 A HAZ CUA PARK r PA PD H ISSUE This permit is hereby issued unser the applicable sions of the Butte County Code and/or resolutions work indicated above for which fees have DIRECTOR OF PUBLIC WORKS 1 ... . _._ provi- to do been paid. Q/,nti,) - QQr, 1),; [ cW:urn Lo I)E'lJ ACRTCULTURAL STA'1'EMf-.NT OF ACKNOWLEWEMI,NT .� FOR RESIDENTIAL DEVEA MENT Section 26-8.1 of the Butte ,Count:y ' Code• requires Llii.s ac:•knowledgement be recorded 90-053818 90-053811 18 90-053818 prior to •issuarrc=e of a building permit. 18 Lhe propurl y descr.'ibecl herein is ;:rd;jac.enC, Vo 'land or in(Auded within an area vaned ' :• .;4<j.90-053818:., Rec Fee 5.00 Ior �li;r,irr.rllural. purposes, and res idonl.a i Recorded. ' Check 5.00 „I this I,r„prr'l y miry 1W srll,.jec°l Lo in( on- vrni.vnces or di.sc(mrf)rL arising .from the � O -,,,ficial Records 1 ' , ' u�:e uC ngr i (u.l l u rn l c hemJ cH.l S, i.ncl.ud.i.ng, `;. County of ' hut. not 1 inri Lrd to herbicides, - pesticides, ::`;:: ":' Butte 1 and feet i I izers; and from the pursuit arfdace. J. Grubbs of r191'.i.cultura7. r,pernl.ions incl.uding, :'Recorder l ')UL I)0L I im.i Lcd to cul. Lival:i.on, plow.[ug, BSOOatn .18 -Dec -90. 1 CD 1 sprayi14,, prnn.ing, and harvesting which 5 generale dust, smoke, noise, andodor, Butte County has estcrbl iSlIv(I ;Jgric•ul- Lura.l r.r,nev which have a,y a priority use f.or'producLi.ve agrJcuilural purpos(�:;, and trsidrul:; w:i.th:[n said runes and on >rrl,jacenL pr. operty should be ----prepared to .rc.xel)L such i nrunv(.n i enc-(. or discOnIh) L frum normal., necessary farm opevaLionr;. AM. Lhat rral pr-uperLy si.luatei.n Lhe CuunLy of BLILtr, StaLc aJ.il"ornin, d(:;crihed tis Date: State of County n this the SS • the undersign _ , _ 1111_ . ,. , J'c I wr,tl., j y iJppeare(l �COtf" ;SA Z N�iI(AC IIIINllltltllltlllllltllllltlttlllllltllllllllllllllill■,-.�,/ '-'--- - ¢. OFFICIAL SEALIlv/�Ii Personal l y known to nu ,ElProved t,(; me an Llre LAURIE HILTON of sat-i.sfacLory ev.idcn(-c.., yam.. NOTARY vuru: - CA ORnrn. be Lhe person(s) whose name(s)5 f COUIITY OF BUTTE : subscribed to the within instrument and acknowledged Chert Comm. Exp. April 15, 1991 M executed the same for the purposes therein conta-ined. IN WI'M ESS uouununnuunnunutulO11"""'t"d°II■WHEREOF, I hereunto set my hand and off1cial. sect[. a 4. If r. , Present A.P. No. I: • Nutary Pub 1 I c: �< .�'... ,�L.-;fr.. �., - .,•,•: ., .,{boy• -- BTE-IOF-22 (10M-2/90) COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-754.1 MMER-BUILDER VERIFICATION Attention Property Owner: . An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) ,Ud 2. I (have/have not) Have signed an application for a building permit for the proposed work. 3. 1 have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address . Phone Type of Work Dean Miller Chico, Ca. 893-8317 Pain inch D-- Zwant E82 F1_ 'Penn Tnri ",A 345-5914 C'on r & Fr mina T & tl 1214 =L%i_no_ _ 4695 1311Z13,nV'4 P 42-0"152 Pl i mhi na -Rinse 910ctrie---71A-Wane-irn-zP AyP -44-1-1701 Fl tri ral pffrVEle11 .-6-qO _Mminderhnlt 891-6202 Heat & Air RGGfingP n Rnx 4050 896-1217 Roofing PremiPr Plasterin lina, Calif info Plastering Hawkins Tnsnlatinn_ rhicn, CA 893-0659 Windows & Insulation Jerry Rodgers Chic Ca. -Sheet-Rock-Hanging Signed Sam Ivy Chico Ca 342.-3918 Tape & texture Property Owne Social Securitmoor Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. :Certificate of Compliance: Residential f r _ Climate Zone , 11 Insulation L.ocatlnn/Comments ProjectTlde R -Value F41-1 G/IC A&2 L1J r' conditioner, heat pump) (SE, SEER.HSPF) (attic, etc.) Wall .............. R41 BuiLdingPermit# Project Address Wall .............. C H 1 C, to . C /Q �` 2, % Roof .............3 Checked By I Date Documentatlon Author Telephone HOT WATER SYSTEMS Tank Manufacturer/Model # Enforcement Agency Use Only BUILDING DATA Floor ............. North Glass Area % Glass 2-5 J , Z Conditioned Floor Area 2 16 Number of Stories East 7 ,1 Slab Edge..... lab sed Floor Number of ,Units South D i be Single Family Detached (SED) [ ] Addition -Alone West /ZF)— Glass Type Interior Exterior [ ] Single Family Attached (SFA) [ ] Existing Building :.:�_ - - :;` Skylight O as..n..a [ ] Multi -Family (MF) [ ] Existing -Plus -Addition "' Total 3v6 X13 BUILDING SHELL INSULAT16N- - Component Insulation L.ocatlnn/Comments Type (furnace, air Efficiency Location R -Value (attic..to garage, r icer, etc.) conditioner, heat pump) (SE, SEER.HSPF) (attic, etc.) Wall .............. R41 N A'c C_ .7 2 AT -r• i s 0 Zo Wall .............. A C-- AT r S 7 2, % Roof .............3 Maximum Fumace Heating Output: Roof ............. HOT WATER SYSTEMS Tank Manufacturer/Model # System Type (storage gas, etc.) Capacity (or approved equal) Floor ............. Floor ............. SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Slab Edge..... U GLAZING Shading Devices Glazing Area Glass Type Interior Exterior Overhang Framing Type orientation _ ten f.—t. Anrn►ml.% fvnll~ 61tnA .r. It 1.11—ol w -e.., .e. t, as..n..a North (of I LAgA - North ( ) ' East .. (� W 14 iT East ( ), South (�) O _ A Sou Lh ( ) West_ 40JR, re ?)PAP" West ( ) 1 Skylight....... THERMAL MASS Type/Covering Area . Thickness L)1 -i e - 1 Mandatory Measures Checklist: Residential 1 NOTE: Lowrise resWrodal buildings subject to the Standards must contain these measures regardless or the compliance _ approach used. Items marked with an asterisk (') may be superseded by mace stringent compliance requirements listed �. on the Ctniftcate'of Compliance. When this checklist'is incorporated into the permit documents. the features noted stall be considacd by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on.this checklist only. DESCRIPTION DESIGNER ENFORCEMENT ' Building Envelope Measures • §2.5352(a): Minimum ceiling insulation R-19 weighted average. §23352(b): Loose fin insulation manufaawer•s labeled R -Value. §2-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). §2.5352(k} Slab edge insulation - water absorption rate no greater Utah 03%, water vapor transmission rate no greater than 2.0 parnifinch. §2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2.53520: vapor barriers mandatory in Clinute Zones 14 and 16 only. §2.5317: Infiltration/Exfiloation Controls - a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. e. Doors and windows weatherstripped: all joints and penetrations caulked and staled. §2-5352(e): Special infdtration barrier installed to comply with §2-5351 meets CEC quality standards 12.5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have L Tight fitting, closable metal or glia door b. Outside au intake with damper and control c. Flue damper and coned -....,. 2. No continuous burning gas pilots allowed. . HVAC and Plumbing System Measures -~ 62-5352(g) and 2.5303: Space conditioning equipment siring: attach calculations. 02-5352(h) and 2-5315: Setback thermostat on all applicable healing systems. ' §2-5316(a): Ducts constructed. installed and insulated per Chapter 10. 1976 UMC 12-5316ft Exhaust systems have damper controls. §2-5314(c): Gas -rural space hating equipment has intermittent ignition devices. §2-5314: HVAC equipment, water haters, showerheads and faucets certified by the CEC.- §2-5352(i): EC:§2.5352(i): Water heater insulation blanket (R-12 or greater) or combined inleriorkxtuior:^'.' w _ insulation (R-16 or greater): fust 5 feu of pipts closest to tank insulated (R-3 or greater). 12.5312(Excep6on 1): Pipe insulation on steam and steam condensate return & recirculating _ i piping - §2 -5319(d): Swimming Pool Hating _.. _._ ..._.._.. .._• 1. System has: a On/off switch on heater. b. Weatherproof instruction plate on hater: e. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. _. 4. Time clock. 5. Directional water inld ` Lighting and Appliance Measures §2.5352(1): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. §2.5314(c): Gas feed appliances equipped with intermittent ignition devices. §2-5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number.. COMPLIANCE STAB This Certificate of compliance lists the building featurt3 and performance specs cations needed to comply with Title 24. Chapter 2-53 and Title 20, Chapttx2. Subchapter 4. Article I of the California Administrative code- This ' certificate has been signed by the individual with overall design responsibility and the building owner. who shall retain a copy of it and transmit the Certificate to any subsequent purchaser of the building. Designer Building Owner Nasties Name _ . Tttk/Fum. Trtk/Fum- Addrota: Address: Tekphonc Telephone: Lie. R: attue) (date) (signature) (date) f' Documentation Author Enforcement Agency Name: Name: Tide/Firm: Agency: -Address: Tciephone: HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency Location Duct Output Manufacturer / Model # conditioner, heat pump) (SE, SEER.HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) N A'c C_ .7 2 AT -r• i s 5.1 6 A C-- AT r S 7 3 Maximum Fumace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # System Type (storage gas, etc.) Capacity (or approved equal) Special Feature(s) SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) 1 Mandatory Measures Checklist: Residential 1 NOTE: Lowrise resWrodal buildings subject to the Standards must contain these measures regardless or the compliance _ approach used. Items marked with an asterisk (') may be superseded by mace stringent compliance requirements listed �. on the Ctniftcate'of Compliance. When this checklist'is incorporated into the permit documents. the features noted stall be considacd by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on.this checklist only. DESCRIPTION DESIGNER ENFORCEMENT ' Building Envelope Measures • §2.5352(a): Minimum ceiling insulation R-19 weighted average. §23352(b): Loose fin insulation manufaawer•s labeled R -Value. §2-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). §2.5352(k} Slab edge insulation - water absorption rate no greater Utah 03%, water vapor transmission rate no greater than 2.0 parnifinch. §2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2.53520: vapor barriers mandatory in Clinute Zones 14 and 16 only. §2.5317: Infiltration/Exfiloation Controls - a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. e. Doors and windows weatherstripped: all joints and penetrations caulked and staled. §2-5352(e): Special infdtration barrier installed to comply with §2-5351 meets CEC quality standards 12.5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have L Tight fitting, closable metal or glia door b. Outside au intake with damper and control c. Flue damper and coned -....,. 2. No continuous burning gas pilots allowed. . HVAC and Plumbing System Measures -~ 62-5352(g) and 2.5303: Space conditioning equipment siring: attach calculations. 02-5352(h) and 2-5315: Setback thermostat on all applicable healing systems. ' §2-5316(a): Ducts constructed. installed and insulated per Chapter 10. 1976 UMC 12-5316ft Exhaust systems have damper controls. §2-5314(c): Gas -rural space hating equipment has intermittent ignition devices. §2-5314: HVAC equipment, water haters, showerheads and faucets certified by the CEC.- §2-5352(i): EC:§2.5352(i): Water heater insulation blanket (R-12 or greater) or combined inleriorkxtuior:^'.' w _ insulation (R-16 or greater): fust 5 feu of pipts closest to tank insulated (R-3 or greater). 12.5312(Excep6on 1): Pipe insulation on steam and steam condensate return & recirculating _ i piping - §2 -5319(d): Swimming Pool Hating _.. _._ ..._.._.. .._• 1. System has: a On/off switch on heater. b. Weatherproof instruction plate on hater: e. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. _. 4. Time clock. 5. Directional water inld ` Lighting and Appliance Measures §2.5352(1): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. §2.5314(c): Gas feed appliances equipped with intermittent ignition devices. §2-5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number.. COMPLIANCE STAB This Certificate of compliance lists the building featurt3 and performance specs cations needed to comply with Title 24. Chapter 2-53 and Title 20, Chapttx2. Subchapter 4. Article I of the California Administrative code- This ' certificate has been signed by the individual with overall design responsibility and the building owner. who shall retain a copy of it and transmit the Certificate to any subsequent purchaser of the building. Designer Building Owner Nasties Name _ . Tttk/Fum. Trtk/Fum- Addrota: Address: Tekphonc Telephone: Lie. R: attue) (date) (signature) (date) f' Documentation Author Enforcement Agency Name: Name: Tide/Firm: Agency: -Address: Tciephone: 1. Ceiling Insulation f 0 -70 Number of stories Number of stories R -value One Two Three R-0 -103 -49 -32 R-19 -8 -4 -2 R-30 -2 -1 -1 R-38 0 0 0 U -value 2 1 R-19 0.50 -176 -84 -54 0.30 -102 -49 32 0.10 -26 -13 -8 0.08 -18 -9 -6. 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation -70 -46 Number of stories Single- Single - Two Three Family Family Multi - R -value Detached Allached Family R-0 -68 -51 -34 i R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value 3 0 0.70 0.80 -153 -114 -76 0.50 -91 -68 -06 0.30. -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 1 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 3. Raised Floor Insulation R -value R-0 ' R-11 R-19 R-30 U -value -..-0.60 0.50 0.40 0.30 0.20 0.10 0.08 0.06 0.04 0.02 0.00 Insulation in Floor -70 -46 Number of stories -58 ;.One Two Three -17 -8 -5 -3 -2 -1 0 0 0 3 1 1 -i44 -70 -46 -120 -58 -38 -95 -46 -30 -69 -34 -22 -43 -21 -14 -17 -8 -5 -11 -6 -4 -6 -3 -2 -1 0 0 4 2 1 10, 5 3 Controlled Ventilation Crawlspace 6. Glass Heat Loss Effective Pei cat Glass Number of stories -- - � Number of Stories R -value One Two Three R-0 -11 -7 -5 R-5 -4 -4 3 R-11 -2 -2 -2 R-19 -1 -2 -2 4. Slab Edge Insulation 6. Glass Heat Loss Effective Pei cat Glass -- -- - � Number of Stories I Total R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor .40 less 50 0.90 -4 3 -1 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 S. Infiltration (Air Leakage) ^ Specification ," Points , Standard',; ,. 1...0+ 6. Glass Heat Loss Effective Pei cat Glass Raised Floor = I Total East South .West Skylight U -value 1 1Percent 1 na .51 to Alto .31 to 0.30 or ' Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 -37 -26 -14 -3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11. -4 2 8 15 22 -37 -9 -3 3 9 15 21 -34 -7 -2 4 10 15 20 -31 -6 0 5 10 16 19 -29 -4 1 6 11- 16 18 -26 -3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -6 7 10 13 16 19 10 -3 9 11 14 17 :., 19. , 9 -1 10 13 15 17 20 ' 8 - 2 12 14 16 18 20 7. Shading (Shade Open) -16t6etlre Percent Glass (Percent glass x SC) Effective Slab Floor Effective Pei cat Glass Raised Floor Mass %Glass North East South .West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na.__ 12 3 3 5 2 na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 -1 2 0 -1 -2 -4 -2 0 na = not allowed 3 0 -4 -5 f6. Shading (Shade Closed) na • not allowed 9. Interior Thermal Mass Interior ' Slab Floor Effective Pei cat Glass Raised Floor Mass Family (percent glass x SC) Multi Mass Stories Attached /CFA One Two Three %GcOve lass Nora East South West SkY*t 18 -14 -48 -69 -64 na 16 -12 -42 -59 -55 na 14 -10 -35 -50 -46 na 12 -8 -29 -40 -37 na 11 -7 -26 -36 .33 na 10 -6 -23 -31 .29 -74 9 -5 -20 -27 -25 -65 8 -5 -17 -23 -21.. -56 7 -4 -14 -19 -18 -47 6 3 -11 -15 -14 -38 5 .2 -9 -11 -10 -30 4 -1 -6 -8 -7 -23 3 0 -4 -5 -4 -16 2 1 -1 -2 -1 -9 1. 1 1 1 1 -4 0• 2 3 4 3 0 na • not allowed 9. Interior Thermal Mass Interior ' Slab Floor Single - Raised Floor Mass Family Stories Multi Mass Stories Attached /CFA One Two Three One Two Three 0.0 -8 -5 -4 -2 -1 -1 0.1 -8 -5 3 -1 0 0 -0.3 -7 -4 -2 0 1 1 0.5 -6 -3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 . 3 1.1 -4 .1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 2.5 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Exterior Single- Single - Sum of 1.6 Wall Family Family Multi Mass Detached Attached Family 0.00 0 0 0 0.20 0.40 3 5 2 4 1 3 0.60 0.80 8 10 6 8 4 5 1.00 1.20 13 13 10 12 7 8 1.40 1.60 12 10 13 13 9 11...., . 1.80 10 12 12 200 10 11 13 11. Heating System SE or KSPF (assumes ducts In attic) Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling Syst,!m I 0 0.2 Sum of 1.6 0.6 0.8 SE' -R One -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 :6.88 3 3 3 2 2 1 0.80 7.33 •8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 -7 0.95 8.71 . 20 ' 18----15 4 13 11 8 1 10.5 Effective SE or HSPF 4 - 3 (SE or HSPF x duct efficiency) 10 Effective -25 or -24 to -1410 6 :4 to +610 16 or SE HSPF less -15 -5 +5 +15 more 0.30 2.75 -73 -64 -56 47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 -30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 -19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling Syst,!m I 0 0.2 0.4 0.6 0.8 SE' -R One -5 -4 -4 -3 (assume) ducU .A In attic) Two +. 3 3 2 Stm of 7-10 2 1 Single -Family Iletached and Attached 4.4 -25 or .24 to r14 t0 .41D tib to 16 0r SEER less -15 i -b +5 +15 more 8.0 -14 -12 10 -8 -6 -4 8.5 -9 -7 6 -5 -4 -3 o . 8.9 -5 -4 -1 3 2 2 9.0 -4 -3 - -3 -2 .2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 •-2 1 10.5 7 6 5 4 - 3 2 11.0 10 9 7 6 4 3 120 15 13 11 9 7 5 -18 20 17 14 12 9 6 .13.0.1 -1 �. 0 3.7 ^ -18 .12 Effective SEER -7 -6 5.1 (SEER xduct efficiency) -25 -16 -12 St::n of 7-10 -8 L Effective -25 or -24 to -1410 -410 +610 16 or SEER less -15 -5 +5 +15 more 5.0 -30 -25 -21 -17 -13 -9 6.0 -12 -11• -9 -7 3 4 6.6 -5 4 -4 -3 -2 -2 7.0 0 0 0 0 0 0 8.0 9 8 5 5 4 3 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 t9 15 12 8 120 30 26 22 18 14 9 13.0 33 29 24 20 15 10 Zonal Control Adjustment 10 8 7 6 4 3 No Cooling System Installed �_Stories 0 0.2 0.4 0.6 0.8 1.1 One -5 -4 -4 -3 -2 -2 Two +. 3 3 2 2 2 1 Single -Family Iletached and Attached 4.4 4.6 4.8 Unit Size (so 53 Water 0.2 ;199 120P'.1700 0.8 2200 2700 Heater Cxedit or • 10 to to � or - Type Type less. , I M 2199 2699 more SG None 0 0 0.. 0 0 or Solar 12 `' 8 6 5 4 r HP' -HWR 8 5 4 3 3 3.3 WSB 5 3 3 2 2 4.8 POU 8 5 4 3 3 SE None -37 -24 -18 -15 -12 2.2 Solar -1 -1 -1 '0 0 3.7 HWR -18 .12 -9 -7 -6 5.1 WSB... -25 -16 -12 "-10' -8 L POU -18 _-12 -9 _7 '6-- 6•.IG IG None '15 .3 -2 -2 -2 3.8 Solar 7 5 -4 •3 - .• 2 5.3 POU .3- 3_fE 59 50% 0.9 1.1 E None -28 -19 -14 -11 -9 27 Solar 8 5 4 .3: 3 'r 42 POU -10 -6 -5 -4 1 ;)-3 5.7 Mutt) -Family (individual units) 65% 0.9 1.1 1.4 Unit Size (s 1.8 2 Water 24 699 100 1200 1 700 2200 Heater Oro& or to to 10 or Type Type less 1199 1699 2199 more SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 5.4 WSB 9 4 3 2 2 1.3 POU 9 5 3 2 2 SE None -45 -23 -15 -11 -9 4.3 Solar 2 1 1 0 0 5.7 HWR -=23' -12 -8 -6 '-5 1.6 WSB -25 -13 -8 -6 -5 3.1 _P_QU____23. 3.5 -12 -8 3 -5 IG None -8 : -4 -3 -2 ; -2 ' - Solar 6 3 2 1 l 1 _ POU _ 1 __:_o 2S 0__ 0 0 E None 30 -15 -10 -8 4.6 4.8 Solar 18 9 6 4 4 6.3 POU -8 -4 -3 -2 -2 Interior Mass/CFA . snae 2 FASB I1.7.uINCa4.2) It TYPE 1 -MASS (UIX 4.2, ie: exposed slab) - Ic.r -tad slab) -E-- MEN 0% 5% .10% 15% 20% 25% 30% 36% 40% 45% 50Y. 55% 60% 65t 70% 75% 80% 85% 90% 95% 100% 105% 110Y. 115% 120% 125` OY. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 2.1 23 2.5 2.7 2.9 3.2' 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 53 ift. 0.2 0.4 0.6 0.8 1 1.2 IA 1.6 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 4. 4.2 4.4 4.6' 4.8 5 5.2 54 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 24 27 29 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.6 2 2.2 2.4 26 2.8 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 58 40Y. 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 59 50% 0.9 1.1 1.3 1.5 1.7 1.9 21 23 25 27 3 31 3.4 3.6 3.8 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 65% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 60% 1 1.2 1.4 1.7 1.9 21 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2. 4.4 4.6 4.8 5 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 55 5.7 5.9 6.1 64 70%. 1.2 1.4 1.6 1.8 2 2.2 2.5 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 64 75% 1.3 1.5 1.7 1.9 21 2.3 2S 2.7 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 a". 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.S 3.1 3.9 4.1 4.3 4.5 4.7 4.9 5.1 54 56 5.8 6 6.2 64 66 65% 1.4 1.7 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 5.2 54 56 5.9 6.1 63 6S 67 90Y." 1.5 1.7 2 2.2 2.4 26 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 55 5.7 5.9 6.2 64 66 68 95% 1.6 1.8 2 2.2 2.5 27 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 69 100% 1.7 1.9 21 2.3 25 28 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5,5 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 2.2 2.4 2.6 2.8 3 .3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 6.4 6.6 68 7 110% 1.9 2.1 2.3 2.5 27 29 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 '6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 6.5 6.7 6.9 7.1 7.3 125% 2.1 2.3 2.5 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 74 Point System Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation 5. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East C. South d. West e. Skylight 8. Shading (Shade Closed) - a. North b. East c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating Measures -rte -4- 4-_Q3 O or R -value [38] , U -value [0.030] - le 13 or R-value[11] IU -value [0.098] -' or R -value [ 19] U -value [0.037] 0 or 11 -value [01 F2 factor [0.77] Standard 13c - Type [double] U -value [0.65] tib Total Glass [ 16) % Glass SC Eff. % Glass 1.2 X 7,1 X = s• `i 0 X = C� A.0 X = 6;_:, X % Glass Sc Eff. % Glass t1.2. X /&C -P _ ,'7% 7,1 X 44 O X 6.0 x = -7. , eev 0 X • '7 a = D ?Je5`f' TYPE 1 MASS AREA FLOOR AREA InteriorNass/CFA 0 COND. TYPE 2 MASS AREA �•28 Exterior Wail Mass ND . L OR AREA •7Z x , 83 SE or HSPF Duct Efficiency [0.78] Effective SE or [0.7?J6.6] HSPF [0.5615. 151 4/r X 162 = %.2/ SEER [9.51 Duct Efficiency [0.74] Effective SEER [7.03] 156 - Type [SG] Credit [none] Point Scores -Z 0 -}- Z t2 Sum l-6 Q Point Total: �. -rte -4- 4-_Q3 -!!5 C7 O Suss 7-10 It13 Q Point Total: �. 5/89 RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) OWNER07 PE i B . yoUNR GENERAL Zoning requirements: (sideyards Valuation. Plans signed by designer. . Energy Design and Compliance. Existing violations on property. 6. Items on data sheet. PLOT PLAN Bldg. Permit # 395 - 90 A. P. # 47-3Z- C)5'2 and number of permitted living units). Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. Flood hazard. Special conditions on creation map or compliance document. FAU & FAS road setback. FT.nnR PT.AN Complete to scale plan with dimensions. Required windows for light and ventilation (.Sec. 1205). Required windows for second exit (Sec. 1204). 'Skylights (Chapter 34 & Sec. 5207)., Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or s equipment, and plumbing fixtures. :_garage firewall, door size, and closer (Sec. 503(d)(3)). - 3'0. exterior exit door (Sec. 3304(e)). Vfireplace and wood stove location, alcoves, and clearance. . Smoke detectors (Sec. 1210). STRUCTURAL DETAILS " Foundation plan complete enough to construct building. i2' Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction details and calcs if necessary. MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j)). Brick or stone veneer (Chapter 30). V%u 0' CF+ev 5/89 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D) Exterior plaster _ weep screeds (Sec. 4706). Proper roof pitch for roof covering (Chapter 32). Roof covering type - (fire hazard). Rafter ties or bearing ridge beam. Garage door or porch header sizes. Adequate bracing. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. Two exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). Attic access and ventilation (Sec. 3205). Underfloor access and ventilation (Sec. 2516). Combustion air for fuel burning appliances. Noise requirements on duplexes. Adobe soils - special foundation design. Retaining walls requiring design. Unusual shape, size, or split level house requiring lateral design. Flashing at all exterior openings. OAU s'= F tet_ e_ F+ E c K- N �A �£R S Z Po ra �d �� �o�,v Q4�-� o� A SS ES$07R 32R PARC B,; Z RREST B. YOUNG Fill MAILING ADDRESS 2621 A ESPLANADE RACTOR'S NAME OWNER RACTOR'S MAILING Anne COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT _.. CHICO 95926 ZONING �Z-J �v P RMIT NO. 3 -t 9- s > SRI BUILDING PERMIT TELEPHONE SO. FT. OCC. BUILDING VALUATION 343-1454 _ 1 8827 1920 CONSTRUCTION LENDER Firep21aceA 1000 UNKNOWN Totalon ,� 981 7 LENDER'S MAILING ADDRESS Filin .ARCHITECT OR ENGINEER 10.00 Perm$ 430.00LICENSE NO. Plan g Fee$ 215.00ARCHITECT OR ENGINEER'S MAILING AEnerghecking Fee $15.00iBUILOING ADDRESS Pena$FELICIDAD LN, CHICO 95926 Perm $ 670.00 PLUMBING PERMIT Filing Fee 10.00 Each Trap 1 2.00 20.00 LOT NO. SUBDIVISION NAME Solar or heat pump water heater 20.00 MAP TPM�-- Water piping 5.00 5.00 Each pas water heater or vent 5.00 5.00 USE OF STRUCTURE Gas piping system 1 -5 outlets >F ® Duplex❑ Mobilehome❑ Other 5.00 5,00 Building sewer SPECIFY 5.00 5,00 TYPE OF WORK Mobile Home S G W 10.00 e New Addition Remodel❑ Utilities❑ Installation❑ Other ❑ Permit Fee Describe work: 3 BDRM $ 50.00 Contractor ELECTRICAL PERMIT . Filing Fee 10.00 Main service ;°oo AMP ORLESS LESS 10.00 10.00 Main service EA. ADD -L. too AMP 2.50 2,50 CONTRACTORS LICENSE LAW declare under penalty of perjury (check one): NEW CONST, / DWELLING OCCUP.& OR ADONS, 1 ACC. BLDGS. /2¢sgft 69.75 ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code NEW CONSTR.-- -OUTLET NON-RESID BRANCH CIRC ITS 2.50 ea POWER and my license Is In full force and effect. License No. APPARATUS (SINGLE OUTLET CIR.tr� Classification Ex. Occup(OUTLETS OR FIXTURES 200301 I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is ew�0 30 FIxED APP LNS, OR OUTLErs (RES EA.� 2.00 not intended or offered for sale. (Sec. 7044) Temporary service 10.00 10,00 ❑ I, as the owner, am exclusively contracting with licensed contract ors. (Sec. 7044) Mobile Home Facilities 15.00 ❑ I am exempt under Sec. Business and Professions Code Misc. Wiring 15.00 for this reason Permit Fee $ 102.25 WORKMEN'S COMPENSATION INSURANCE Contractor declare under penalty of perjury (check one): ❑ The is MECHANICAL PERMIT FiIingFee 10.00 permit for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department Heating 6.00 a Certificate of Workmen's Compensation Insurance or a Certificate S lit Consent to Self -Insure. Cooling 3T dof I shall not employ any person in any manner so as to become subject to the W. C. laws of California. 11.00 Hood 3.00 S,QQ otice to Applicant: If after making this statement, should you become subject the W. C. provisions of the Labor Code, you must forthwith Ventilation 1 3.00 3.00 Permit Fee comply with such ovisions or this permit shall be deemed revoked. $ 33.00 Contractor :ertify that I have read this application and state that the above information correct. I agree to comply to all County Ordinances and State Laws Mobile Home Installation Fee $ relating building construction, and hereby authorize representatives of the Countyot itte to enter upon the above-mentioned Energy Inspection Fee Cc 30.00 property for inspection purposes. ilso agree to save, indemnify and keep harmless the County of Butte against 1 liabilities, CON T PIE$ K3 {� TOTAL FEE $ 8 5.25 judgments, costs, and expenses which may in any way accrue ains id County i o e uenc of the granting of this per t. HAz CUA PARK scH req/ PA PD H ISSUE �- -� 1� DateZZ1� Th;s per is nereby issued under the applicable provi- iit atof Applicant - Owner ❑ Contractor ❑ Agent g sions of the Butte County Code and/or resolutions to do work indicated above for ! OSHA permit is required for excavations over 5'0" deep and demolition or construct- of structures over 3 stories in height. which fees have been paid. DIRECTOR OF PUBLIC WORKS I :ceipt No. 84062 - 885.25 By __- f COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-7541 AGRICU ,T*SAL BUILDING EXEMPTION PERMIT �R71T NO. ,is Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticulutral products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. AS S Q PA C0 �� 6— ZONING OW 1-' o PHONE 0. Te'S AD RESS in U t VeL oo LO TION OF BML ING J C) 0-J -JC1 USt, F BUILDING t®ra - © - -ra e to r �&& a r a ivi ; m S . SIZE OF STR URE ' SO. FT, _-9)1 X TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPEOA SIDING ROOF -OVERING FLOO&�E fe., /�"g o P1' e, rt � ESTIMATED COST OF CONSTRUCTION &\5-06 $ AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable County Ordinances as follows: 'a S , .-( iS FRONT JD ✓t Q SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated above and the proposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Department of Public Works and will obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date ~ r 7 ` ! Signature of Owner ^ Permit Fee - $£5-66— 50 2.0� Receipt No. /(236// The above described AG Building is exempt from a building permit. White - DPW, Yellow - Assessor, Pink - B. I., Goldenrod - Applicant FLO PARC 1 :71 ROOFI G ISSU Director of Public Works By Date /1--I COUNTY OF BUTTE - DEPARfMENT. OF PUBLIC WORKS - BUILDING DIVISION - 7 COUNTY CENTE,—Spa,1VE - OROVILLE, CAtIPOR111A 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET1. " r- Permit No. OWNER Proposed Building Use A. P. No. `T 9 C5 a t Building Inspector 646 Date At time of ermit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form ......................................... . 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. School District fees paid .............. 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... -16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: < 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to ', Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classification) ... R 22. Certificate of Workmans Compensation Insurance .................. r 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. When you issue the permit, process as follows:Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. Other Applicant Date /Z-17 Copy of ! laz-Mat form sent Health Dept. Fire Dept. _Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By. The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone_maiI—counter by ..date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date Plans checked by Date Plans approved by Date Copy—DPW Sets of plans on hold in File cabinet AP folder w-1 3RSo � �t 0 65s,ENTIAL 47-32-52 _---- - 281-91B_— _ YOUNG, Forrest 1 65 Felicidad Ln, Chico !, (add covered patio/sf) 3 so_w JOB FINALE Signature f - v,= dk . O`= Not OK -=Not Applicable Not Ready MOBILE HOMES ' = Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning -Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch MISMELANEOUS #'s 3. De ;' riders and/or Joist§klecWg-Bracing-Stairs-Rails 4,_'llood Awn.; Posts-B@p-Rftm'Coonectors Shthg.-Rfg.-Bracing 5. Al -Eft-im fres-_ 6. GaWGW.=Wtn9ows-Deors^ 7. -Ele� 8. FFwAt-SAs-AaGbors=Studs=flftm-Tcusses _ 9. cao-Mestr-' 1 Roof; S eg- mg 11. ., Steps -Doors- Ings Date,g/O_qj Card B-1 [J Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / PV'ft. / /"Nat. or/ /" L"ft./ P'LPG 7. Utility Clearance Date Card B=1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISMELANEOUS #'s 3. De ;' riders and/or Joist§klecWg-Bracing-Stairs-Rails 4,_'llood Awn.; Posts-B@p-Rftm'Coonectors Shthg.-Rfg.-Bracing 5. Al -Eft-im fres-_ 6. GaWGW.=Wtn9ows-Deors^ 7. -Ele� 8. FFwAt-SAs-AaGbors=Studs=flftm-Tcusses _ 9. cao-Mestr-' 1 Roof; S eg- mg 11. ., Steps -Doors- Ings Date,g/O_qj Card B-1 [J Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 'J OK 0 = Not OK = Not Applicable Not Ready RESIDENTIAL (E = Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Fig. -Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing NO=� Ingle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties -Pu rlin-root Brac-Truss-Shthng`.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One T -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 75. Plb., Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps . 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Certter Drive - Oroville. California 45965 - Telephone: 916,1538-7541 APPLICATION AND PERMIT PERMIT NO. n ASSESSOR PARCEL NUMBER 47-32-52 ZONING SR -1 BUILDING PERMIT OWNER Forrest Young TELEPHONE 343-1454 SQ. FT. OCC. BUILDING VALUATION 396 C 3,960.00 OWNER'S MAILING ADDRESS 2621 A Esplanade, Chico CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation 1$3,960.00 Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $44.50 ARCHITECT OR ENGINEER LICENSE NO. Plan CheckingFee $22.25 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $76.75 PLUMBING PERMIT Filing Fee 10.00 65 Felicidad Lae Chico Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAMEPARCEL MAP Water'piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF[] Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 1 5.00 Building sewer 5.00 Mobile Home IS JGJW 0.00e TYPE OF WORK New❑ Addition® Remodel[] Utilities❑ Installation❑ Other ❑ Describe work: Add Covered Patio _ RE: B.P. #3950-90 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 8001 OR LESS 100 AMP OR LESS 10.00 Main service EA. AOD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. Icense No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.k A NEW t 2/z2sgft CONSTR.( ULTBI.OUTLET NO N.R ESID BRANCH CIRC ITS 2.50 ea /POWER APPARATUS IS) \SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20®80¢ 9ALe3o FIXED APLNS. Ex. Occup. OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. byirin g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. En I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County Ot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agains aid County irLconsequence of the granting of this per 't. X may" Date Z Signature of Applicant — ner ntractor ❑ Age n An OSHA permit is required r excavations over 5'0" deep and demoliti or construct- ion of structures over 3 stories i height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST TYPE A TOTE $ 76. 7 AL FE HAz c PA FE PAR H I sU Th;s permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR 0 UBLIC BY l PERMI EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS ate 3—�I—'P/ —1'i—?'�_ Receipt No. $3301. !� 1j (PQj -LSi00 'WHITE-D.P.W., YELLOW -ASSESS -OA, PINK -INSPECTOR, GOLDENROD -APPLICANT L� . r .; �. �if.F .,•J%,,:'i �� _1f- {� :1 Z r _r• �i ':,s .i ,1 • ' i 't 6 y`Z,wl i1' i .-4 Y.! _ � t C +fi ".:.r'" .C� t 1 � ,r -r !t:'"�+•'y�,��•.+e�: .yc,�(f~c�,; � �.�'ti�•:�..a-...—,•TJ COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CACIFbRNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET -/6) Permit No. OWNER. ///�� G ��-7 76)0NP 0.47-3Z Proposed Building UseAPQ PA 720 Building Inspector Date a 9� At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings ............... 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ..............A ........ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... School District fees paid .............. 05. Sanitation approval from Health Department City of Chico plumbing permit .................................:... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. '' 23. Owner -Builder Verification (Given to owner ❑, Mail to owner 11) ..... '� 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. When y issue the permit, process as follows: Mail o wger. Mail to contractor. "' Telephone��5 and hold for pickup at /office. Deliver w/inspector. Copy of Haz- Mat Torm sent Health Dept.K _ Fire Dept. Air Pollution Date Copy of plans sent ---HealthDept. _Fire Dept. Other Date By The following data must be submitted prior to rm' issuance: (Circle new item not checked above). � 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone---nail—counter by ..date Contractor, designer, owner, was advised of above required data by_phone_mail_cotj6ter by date Plans checked by lC [Fate Plans approved by_ 4611-- Date Sets of plans on hold in /Fil.e c�i6tV AP folder � 3600 -lr,av Copy—DPW TO Buildinv Department FROM: Environmental Health SUBJECT: Sanitation Clearance 7 s L O er Location AP# Plan Approved for: Sewaqe Disposal Water Supply Hold final for: Water Supply Final clearance O.R. for: Clearance for bedroom mobile home. Other Water Supply NOTE *** 9 Sanitarian Date COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 OWNER -BUILDER VERIFICATION Attention Property Owner: Phone: 916-538-7541 • An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. I personally plan to provide the mg labor and materials for construction of • the proposed property improvementxes or no) 2. ve(have not) signed an application for a building permit 'fore proposed work. 3. I have contracted withthe following person (firm) to provide the proposed construction:. Name Address City Phone Contractors License No. 4.-.1 plan to provide portions of this work, but I.have`hired the following person to coordinate, supervise, and provide the major work: `Name • 'Address City Phone Contractors License No. 5. ..I will provide some of the work but I have contracted (hired) the following persons to. provide the work indicated: .Name Address Phone Type of Work Signed: Property Owne Social Security ��jber Date NOTE: This Owner -Builder Verification is- sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. J r R e Qwe st'ffJD 47 - 13wi'C 90-538 p PRel.urn to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT 9 0— 5 3 8 1 8 V FOR RESIDENThAL DEVELOPMENT Al.l that real property situate in the County of Butte, Stateo', a'li,forni,a, dc�:.cri.bed as follows: / C ej �7 �� J IceJs State of. �S�z) SS County of ) On this the .PCZ uay oa ✓ 1 a , J " f the undersigned Notary Public, personally appeared * oMmesaZNtkMC: , Ul' I V I l' 111u, loumomeoueoeoiueeuunmener,eavaeueweueuunB OFFICIAL SEAL Personally known to me . O Proved to me on Lhc h�ls i s ' LAURIE HILTONof satisfactory ev:idc�nc.�c. ~o to be the person(s) \ whose name(s) S NOTARY PUBLIC - CALIFORNIA e P !-� COUNTY OF BUTTE ?subscribed to the within instrument and acknowledged that. Comm. Exp. April 15, 1991 o executed the same .for the purposes therein contained. LN Wl'MRSS o�uumuuuuuuuuuu��eoueeameeuuse�o�cun■WHEREOF, I hereunto set my hand and official seal. Present A.P. N`50. T� ,), •� r Notary Puhl'ic END OF DOCUMENT Section 16-8.1 of the Butte County Code requires this acknowledgement be recorded -----=- ____ _— __�_--------- — - — prior to issuance of a building permit. 90-053818 Rec Fee 5.00 lbe propert.v desc.r.i.hed herein is adjacent I Check 5.00 to Land or Included within an area zoned Recorded for agr.i.cLIIAI;r.al purposes, and residents Official Records 1 of this propc rLy may he suh_.ject to hicon- County of ven.i.ences or d i.scomfort arising from the Butte use of agr:icuJ.t.ura.l chemicals, including, Candace J. Grubbs but not .1 i.miLed to herbicides, pesticides, Recorder I and ferLJTizers; and from the pursuit 8;00am 18 -Dec -90 CD i of, agri.cu.lt.ural. operations including, but not: li.l -iced to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has establ..i shed agr i cu.l- Lural zones which have as a priority use for productive agricultural purposes, sand resi.dow s within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. Al.l that real property situate in the County of Butte, Stateo', a'li,forni,a, dc�:.cri.bed as follows: / C ej �7 �� J IceJs State of. �S�z) SS County of ) On this the .PCZ uay oa ✓ 1 a , J " f the undersigned Notary Public, personally appeared * oMmesaZNtkMC: , Ul' I V I l' 111u, loumomeoueoeoiueeuunmener,eavaeueweueuunB OFFICIAL SEAL Personally known to me . O Proved to me on Lhc h�ls i s ' LAURIE HILTONof satisfactory ev:idc�nc.�c. ~o to be the person(s) \ whose name(s) S NOTARY PUBLIC - CALIFORNIA e P !-� COUNTY OF BUTTE ?subscribed to the within instrument and acknowledged that. Comm. Exp. April 15, 1991 o executed the same .for the purposes therein contained. LN Wl'MRSS o�uumuuuuuuuuuu��eoueeameeuuse�o�cun■WHEREOF, I hereunto set my hand and official seal. Present A.P. N`50. T� ,), •� r Notary Puhl'ic END OF DOCUMENT t�J � �^ y 2vo V WO 1 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7541 DATE February 19, 1991 Forrest Young 2621 A Esplanade RE: Permit appin. #281-91 for add cov. Chico, CA,95926 area. A. P. # 47-32-52 With reference to the above subject: Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. YS'XY Sanitation approval from Butte County Health Department at: X 196 Memorial Way, Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. / X1/. -OTHER Please Submit tha aboyp i tnm co that z re ran i !-ciinrnr it pPrmi t Should you have any questions concerning the above, please contact DAVE WASNEY of this office. (916-538-7541) Yours very truly, William Cheff Director of Public Works J.F. Glander aj Chief Building Inspector COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California -95965 - Telephone: 916/538-7541 4 APPLICATION AND PERMIT ASSESS PARCEL NER Z N BUILDING PERMIT OWNER / TE�217 J [�� `-J SO. FT. OCC. BUILDING VALUATION OWNER "�tylA LINA RES /'` �/`f.7 CONTf�,A'G VS y�A TELEPHONE CONTR/RAACt/T/ORR/'S�MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ �. ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee •• Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING—ADORES`5 _ L Cjb v Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Z Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAMEPARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S I G JW 0.00e TYPE OF WORK New ❑ Addition Remodel ❑ Utiliti/es ❑ Installat' Other ❑ Describe work: (/ _ ;57C -V --q0 Permit Fee $ Contractor, ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑, a the owner, am exclusively contracting with licensed contract- 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.eI OR ACDNS. (ACC. BLDGS. ,/=¢sgft NEW NON-RESID CONSTR. BRANCH CIRCUITS 2.50 ea POWER APPARATUS (SINGLE OUTLET CIR.a Ex. Occup(OUTLETS OR FIXTURES 0@500 3 eAL0 eAL& Ex. Occup. OUTLETS RESID IKEA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. I Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes.' I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL AL E $ FEE HAZ CUA PARK PAR Po Ho Is* This permit is hereby issued under sions OT the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. WHITE-a.P.W.. YELL0w-&SgrA5n P14W- rPrCTOo, r.Olnevv.­LP -LIT