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058-500-035
E 7 = _ y . E, , 4� .�� - •-� _ ..� " _ -" .'rte-� ' . -.• 58-50-W ' ` 03-91 FRANK H• MGORE ' off 5w, SE/end Stage 'Coach ,Ln> app 800 Nelson Bar Rd, Yankee Hill �- er-mit il #2729-84P;E ut, I' ) ELECTRIC GAS LP& ��/ � i '- I , �r COMPACTION TEST REO r - - SUPPORT STRUCTURE RE 01,16 �g •� _ �'���✓ort structure for Permit#2862-84B(supp = 5 8-50-39 Contr: Mobile home Center Permit#3460t 84MHI issued ~/%'—�-?-� 58-50-2te e 1111-90MHI MOORE, Pearl —11258 11258 Nelson Bar' Rd, Orwh1le � b Contr; Cesar Mercado (installation MH 06-0201 058-500=035$ f =, HUNTER, DEE yANKEE 1 11258 NELSON BAR RD, HILL Cont: ASK 4 ENGINEERING SHOP -DETACHED , WA i = ' CDF FIRE SAFE REQUIREMENTS Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical C AP# 058-500-035 PERMIT # 06-0201 NAME: Hunter clearance of 15 feet along its entire length. Under authority of Public Resources Code Sec. 4290, the following checked items are required by the [X] Butte County Fire Department and made a part of this permit. These requirements are minimums and U may be superseded by Butte County local regulations, which equals or exceeds these standards. Butte a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall County Building Inspectors will make compliance inspections. r r Driveway Standards T 1 [X] All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. [X] [X] Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures F which supplement the roadway bed or shoulders) shall provided unobstructed access to The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. T 1 [X] Grade. Not to exceed 16 percent unless paved or concreted. Grade will not exceed 20 percent. Driveway Radius R [X] 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. [X] The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures All buildings shall have a permanently posted address, which shall be visible and legible from designed to hold or divert water shall be not less than 100 feet radius. [X] Turnarounds. Required if driveway is over 300 feet in length, will have a minimum turning radius R of 40 feet from the center of the road and be located within 50 feet of the buildings. construction and maintained thereafter. Accessory buildings are not required to have a separate [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on E each end. T l� [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical l 1 clearance of 15 feet along its entire length. ��CC [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide U a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. T 1 Gates [X] Gate entrances shall be at least two feet wider on each end than the roadway they serve. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. Where a one-way road with a single traffic lane provides access to a gate entrance, a 40 -foot turning radius shall be used. Addressing [X] All buildings shall have a permanently posted address, which shall be visible and legible from both directions of the road the address is located. The address shall be posted at the beginning of construction and maintained thereafter. Accessory buildings are not required to have a separate address posted. T l� [X] Size of letters, numbers and symbols for addresses shall be a minimum of 3 inch letter height, 3/8 inch stroke, retlectorized, and contrast with the background color of the sign. rT 1 [X] Where addresses cannot be seen from the roadway, the address shall also be posted a single post located at the intersection of the driveway and the road. i Setback for Structure Defensible Space [X] Maintenance of Defensible Space. 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 in these standards, annual maintenance must be provided for by the landowner. [X] 1) 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. See "Other Requirements below. [ ] 2) For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below. [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site . development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements [X] If your property was part of a parcel split after July 1991, you may be required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. [ ] If Building Setback is 15 to 30 Feet: ✓ Class A roof ✓ Fully enclosed eaves on entire structure [ ] If Building Setback is Less Than 15 Feet: ✓ Class A roof with fully enclosed eaves on entire structure and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D ❑ Glass area not to exceed 10% of wall area toward property line with insufficient setback ❑ Siding from the following list: o Stucco — 3 coat o Hann -Board or Plank o Masonry o Masonry Veneer o Metal [ ] No Additional Requirements 02/01/2006 Date Last Revision 1/25/2006 Darren Read Signature INSTRUCTION MANUAL FOR MULTIBUILD ALL STEEL BUILDINGS 10' TO 75' SPAN 1 ROOF PITCH SPAN (inside of wall cladding) SUPPLIED BY: PACIFIC STEEL BUILDINGS, INC. 4236 S. Hwy.99 E. Frontage Rd., Stockton, CA Toll Free # 877-777-9991 Local #209-463-4030 . www.pacificstbelbuildings.com a OUTBACK UILDINGS� BUTTE COUNTY BUILDING DIVISION APPROVED LAST UPDATED August 9, 2005 ©2001 AG&S Building Systems, Sydney Australia ', INSTRUCTION MANUAL FOR ERECTING STEEL FRAMED BUILDINGS GENERATED BY MULTIBUILD COMPUTER SOFTWARE. It is important to be aware of the following: Before erecting your new building, please check that all local building department requirements such as Building Applications are adhered to. This is not a work safety manual, so it is of utmost importance to follow all safety recommendations of the OSHA. (Occupational Safety and Health Administration) Do not work on the building in damp conditions and do not walk on roof sheeting in damp or frosty conditions. If you are employing a tradesman to erect your building for you, check with the governing, authority to see if he needs to be licensed and also check that all insurances for both he and his employees are current. Any information contained in this instruction manual overrides any details as shown on the instruction video. This manual must be used in conjunction with the engineer's plans as submitted to the building department. NOTE: THE ENGINEERS PLANS OVERRIDE ANY INFORMATION IN THIS MANUAL. An instruction video/CD for a 24 x 24 x 8' garage is available from your garage/shed • reseller, and is to be used as a guide only, to show you tips and techniques. All measurements are to be taken from the accompanying plans and specifications. This manual is to be read in conjunction with: 1. Engineering plans supplied with the building. Engineering Plans have all of the connection details for the specific building and a plan and elevation drawings of the building supplied. The Member and Material Schedule on the engineering plans will give particulars on member sizes. The Details will give particulars on material spacing and connection details. 2. Bill Of Materials This is a list of all components ordered for this building. You can consult it to check you have received all components. It also shows what each component is intended for. 3. Structural Details This is a list of all structural components, including the spacing of these items and their location in the building. It also gives an estimated height to the apex of the structure. 0 ti These are the two basic methods of erecting these structures: 1.' The frame first method (Part 1) where the framework is erected first, then clad and completed. This is the preferred method for large structures over 24 ft span or 8 ft high and more than 24 ft in length. This method is also used in adverse wind conditions. 2. The tilt up method (Part 2) where the walls are assembled and clad on the ground and then lifted into position. Refer to the following schedules: Schedule 1 - Tools Schedule 2 - Eave Purlin Bracket Location Schedule 3- Installation of Side Door. Schedule 4- Installation of End Door. • Schedule 5- Fitting Windows and Doors. Schedule 6 - Bracket Locator. 0 2 • Frame Components The following is a description of each of the components used in construction. The underlined component name corresponds with the name used on the Engineering Plans, Bill Of Materials (BOM) and Structural Details. 1. Columns. CEE Sections which vary in size (See "Member Material Schedule" on Engineering Plans) depending on span, height and other relevant considerations. They may be double or single pieces. They may also have wind braces attached. They are the main supports for the center of the building. The rafters and the lean- to rafters are attached to them. 2. Rafter. CEE Sections which vary in size (See "Member Material Schedule" on Engineering Plans) depending on span, height and other relevant considerations. They are used in the main center section of the structure. They can be single or doubled regardless of the configuration of the columns. They join together with apex brackets. Rafters are also referred to as end wall rafters and intermediate rafters, depending on their location in the structure. kAIC' o LIP C SECTION. �E 3. Portal Frame. Consists of 2 Columns and 2 Rafters joined together with bracketry to make up a complete frame. It is common to have a double frame, consisting of 4 columns and 4 rafters attached back to back, or even double columns and single rafter, as the engineering may require., PORTAL FRAME ASSEMBLY ;ets • 4. Haunch Brackets. (See "Haunch Connection" detail on Engineering Plan.) The brackets used to join the columns to the rafters. Haunch brackets must always be attached to the web side of the CEE Section. It is of the utmost importance to follow the screwing or bolting procedure as shown. Important Note: Some connections require 2 brackets per connection, and back to back connection may require 4 brackets. Check your Bill Of Materials for clarification. Haunch Brackets • 5. Apex Brackets (See "Apex Connection" detail on Engineering Plan)A Bracket to join the two rafters to form the roof apex! These must be attached to the web side of the CEE Section. Follow the screwing or bolting procedure as shown. Important Note: Some connections require 2 brackets per connection, and back to back connection may require 4 brackets. Check your Bill Of Materials for clarification. Apex Brackets 6. Roof Purlin. Either a Tophat or a ZEE Section depending on the size and type of structure, tek screwed to the rafters to support the roof cladding. Use the frame teks to attach all framework (See "Member and Material Schedule" and "Purlin • and Girt Connection" detail on the Engineering Plans). 4 • 0 • 7. Side Girts. Either a Tophat or a ZEE Section depending on the size and type of structure, attached with frame teks to the columns to support the wall cladding (See "Member and Material Schedule" and "Purlin and Girt Connection" detail on the Engineering Plans.) 8. End Girts. Either a Tophat or a ZEE Section depending on the size and type of structure, attached between the corner columns with one end wall girt bracket on each end and tek screwed to the end wall mullion where they overlap. (See "Member and Material Schedule" and "Purlin and Girt Connection" detail and the "End Wall Girt Connection detail on the Engineering Plans.) TOPHE ZEE PURLIN TOPHAT SECTION. Purlin and Girts GIRT & PURLIN OVERLAP (Screw Location) ZEE PURLIN SECTION. 9. Girt Bracket. An `L' shaped bracket to join wall girts to columns and door headers to doorjambs. Fixing of the brackets as per "End Wall Girt Connection" details on engineering plans. 1. End Wall Setup Connection. Girt Bracket • 10.Eave Purlin Bracket. A U-shaped bracket tek screwed to one `web' and one lip of the column to hold the eave purlin in place (See "Eave Purlin Bracket" detail on Engineering Plans). The purpose of the bracket is to hold the eave purlin out and in line with the outside edge of the side girts. The location of the Eave Purlin Bracket on the column, and lean-to column, is detailed in the attached Schedule 2. Note: For back-to-back columns, a double eave purlin bracket is used. These are screwed to the `lip' side of both columns. TOP OF COLUMNS Double Eave Purlin Single Eave Purlin DOUBLE SINGLE SAVE PURLIN BRACKETS. • 11.Eave Purlin. (Fascia Girt) This is used to support the top of the wall cladding, where it joins the roof cladding (See "Member Material Schedule" on Engineering Plans). The size of the Purlin varies with the rest of the frame. FnvP Purlin MOTH OF GIRT Eave P . Z.Bracke' '-\Line Of Cladding I] G J • 12.End Wall Mullion. (See "Member Material Schedule" on Engineering Plans) A CEE Section oriented at 90 degrees to the end wall. These are longer than the columns and extend to the top of the rafters. They are .attached to the rafters with a Mullion Fixing angle and attach to the footing or slab via a base cleat. D.Mullion Fixing Angle. An `L' shaped bracket tek screwed to the web at the top of the end wall mullion/s and to the web of the rafter. Center end wall mullions are situated directly under the apex of the roof and are tek screwed through the Apex Bracket into the "web" of the rafter. Also used to connect lean-to rafters to the main building column when a haunch bracket cannot be used. (See "Vertical Mullion Top Connection" detail on Engineering Plans) APEX BRACKET. RAFTERS` TEK SCRE • MULLION FIXING AP END WALL MULL 14.Base Cleat. Angle bracket tek screwed or bolted to the web of the base of the column, end wall mullions and end wall doorjambs, which are then attached to the footing or slab. Where a double column is used, attach a base cleat to the inside of each back-to-back column. (See "Base Connection" detail on Engineering Plans) SINGLE BOLTEI BASE CLEAT. 0 COLUMN DOUBLE COLUMNS 7 15.Apex Brace. CEE Purlin, which connects to the intermediate rafters (end rafters only if end wall is not clad) on either side of the apex. The brace is tek screwed to the rafters. These need cut on site but may not be used on all buildings. (See "Apex Connection" detail on Engineering Plans) I C � _� xx-x--- Apex Brace with the flanges Apex Brace with the flanges and lips removed from each and lips removed from each end. Attach the web of the end. Inserted between the brace to the web of the rafters. rafters. 16.Knee Brace. CEE Purlin, which forms a brace between the columns to the rafter. These need cut on site but may not be used on all buildings. Refer to the plans. Tek screw the knee brace into position. Refer to the plans. (See "Haunch • Connection" detail on Engineering Plans) Connection of brace as per *jj�.englneerinq Conn of plans. on brace as per engineering plans. Fasten the web of the brace directly to Flanges and Lips are removed from the the web of the column or rafter as per brace material. The web/s of the brace/s are the engineering plans. inserted between the columns/rafters. Brace with the flanges and /lips removed from each end. Brace with the flanges and lips removed from each end. 17.F1y Brace. Galvanized strapping tek screwed to the underside of the rafter and the roof purlin on either side. These are also used on the walls, between the columns • and girt. Place two tek screws to each end and two screws into the bottom flange of the rafter or column. (See "Flybracing" and "Alt Flybracing" on Engineering Plans") Purlin/Girt Rafter/Column Fly Brace (Strap Brace Traditional Fly Brace Purlin/Girt Fly Brace (Angle) One Sided Fly Brace Rafter/Colum n 11::�:� Cut angle like this. 18.Diagonal Bracing Strap. Bracing is required on most buildings to reduce movement caused by wind. Refer to engineering plans to type, size, and location • and connection details. (See "X -Bracing" detail on Engineering Plans) 19.Door Jamb. (End Wall) A CEE Purlin, which is usually the same size as the end wall girts, and forms the side framework of the door opening to an end wall. The length of the jamb will extend to the next girt above the opening or to the end wall rafter. (See "Typical Door & Window Framing" detail on engineering Plans) GIRT Door Jambs e ling GIRT If the doorjamb is positioned with the open side of the member to the opening, a flashing is required. 0 9 0 0 20.Door Jamb. (Side Wall)'A CEE Purlin which attaches to the side wall girt to form the door opening. The length of the jamb will to the next girt above the opening as illustrated below or to an extra row of girts added below the eave purlin also as detailed below. (See Typical Door & Window Framing" detail on Engineering Plans) CEE -leader 21.Door Header. A CEE the same depth as the girts. These are fitted between the doorjambs to form a header above the door. They are secured to these members using end wall girt brackets and framing tek screws. (See Typical Door & Window Framing" detail on Engineering Plans) 22.P.A. Door Jambs. These are of the same configuration as the doorjamb mentioned previous. They form the opening for the framed P.A. Door (Personnel Access) to fit into. (See Typical Door & Window Framing" detail on Engineering Plans) 10 • 23.Roof, Wall & Pelmet Sheets. Wall, Roof and Pelmet sheeting is fixed to the wall girts and roof purlins with the screws provided. (See "Roof Panel" and "Wall Panel" -details on Engineering Plans). (Pelmet sheeting is used on an American Barn on the wall of the main building above the lean-to roof.) 24.Ridge Cap. This covers the gap between the two runs of roof cladding at the apex of the roof. Fixed with tek screws into the top of the roof cladding. Below is a diagram of a typical Ridge Cap. RIDGE CAP Formed Ridge 25.Gable Flashing. To cover the gap between the roof and the wall cladding at the gable ends of the building. Fixed to the roof with teks and to the wall cladding overlaps with rivets. Below is a diagram of a typical gable flashing, also called a • barge capping. ' To Wail. Tn Rnof. GABLE FLASHING / BARGE CAP 26.Gutter. Guttering is optional on all structures. If used it is fitted to the top of the sidewall cladding to collect rainwater from the roof sheets. Gutter brackets are attached to the rib on the roof sheet, to the top outside edge of the gutter, to hold the shape of the gutter and to stop it from collapsing under peak volume 0 1 11 • 0 27.Stou End. To seal gutter ends. Riveted into position and sealed to stop leaks. The shape will match the gutter style chosen. 28.Downsnout. Connected to the guttering to convey the rainwater to ground level. These are connected to the gutter by cutting diagonal.slots in the gutter and folding them down into the down pipe. The downpipe is riveted to these flaps and held to the wall of the building by inserting a tek screw through the wall sheet, from the • inside of the building, into the back of the downpipe. DOWNSPOUT 29.Corner Flashing. The style depends on the style of building and the type of wall cladding being used. 12 • 30.Openine Trims. In most situations a "J trim" is used at all openings and is called an opening trim. Where the doorjamb needs to be covered or the open side of the doorjamb faces the opening, a Jamb Trim is used as illustrated below. Opening Trim Wall Cladding Jamb Trim Door Jam \� 31.Screws. Wall Screws, to screw the wall cladding to the wall girts!. These are the smallest . screw supplied. This screw comes with a neoprene washer. 0 Frame Screw. (No Seal) To screw the bracketry to the framework and the purlins and girts to the frame. These are a stubby screw with a built-in washer type head. Roofing Screw, to screw the roof sheets into the roof purlins at the high ribs! This screw comes with a neoprene washer. Stitching Screw, (Not Typically Provided) these can be identified by the fact that they have a smaller drilling point on the end of the screw. These are used on the wall and the roof to secure the overlaps and to secure the ridge capping and rake flashing to the roof cladding. 32.Pop Rivets. To fix comer flashings, trim angles and rake flashing to the wall cladding. Also to fix downspouts to downspout nozzle. 33.Structural Frame Bolts. There are two types of bolt sets supplied with this line of buildings. Typically they are 5/8" bolt sets. Check on Engineering Plans for the details. A Bolt set consists of 1 bolt, 2 washers and 1 nut. 13 34.Hold Down Bolts. These will vary depending on the wind rating and the size of the building. Typically they are Wedge Anchors but Power Bolts, Trubolts, "U" bolts and chemical anchors could be used if specified by the engineer. See the "Member and Material Schedule" on the Engineering Plans for the type and size. (In some cases, special inspections are required. These will be noted on the Engineering Plans) 35.Column Stiffener. A plain channel which will cap the CEE section column legs where the support of girts and cladding has been removed such as an open bay or on a lean-to where the internal wall has been removed (See "Column Stiffener" detail on the Engineering Plans). Colum (CEE Sectioi 0 36.Flange Bracing.,A galvanized strap the same as the diagonal bracing used to support the inside flange of the Girts and Purlins. (See "Girt and Purlin Flange Bracing" detail on Engineering Plan) 37.Mezzanine Floor Girders. A CEE section, used between the columns across the width of the building as a support for a mezzanine floor. (See "Members and Material Schedule" on the Engineering Plans for size) - 38.Mezzanine Column. These are 2 CEE sections aligned face to face, and used to support the Mezzanine Floor Girder. (See "Mezzanine Column Connection" detail on Engineering Plans) 14 0 • 39.Mezzanine Floor Joists. These are ZEE sections and span across the Mezzanine Floor Girders. (See "Members and Material Schedule" on Engineering Plans for size) • C] 40.Mezzanine Girder Brackets. A bracket to join the mezzanine girder to the column. Mezzanine Girder Brackets must always be attached to the web side of the CEE section. You will need to drill extra holes in the Mezzanine Girder to fit these brackets. (See Mezzanine Girder Connection to Frame" detail on Engineering Plans) 41.Sealinp, Strip. These are used to seal between: • Wall sheets and concrete floor. • Roof Sheets and Eave Purlin. Extra holes to be drilled in Mezzanine Girder. • Roof Sheets and Ridge capping. They are made from polyethylene foam and are available as Outside and Inside Sealing Strips. They are also known as Closure Strips. 15 0 PART 1 - FRAME FIRST METHOD • 1. The most common type of footing for these buildings is a concrete slab. It is important that your slab or footings comply with the accompanying engineer's details, and are both diagonally square and level before starting. The slab size must be the exact size of the building. Piers must be to the correct depth, square and cleaned out to remove any loose soil. If using footings other than a slab, refer to the supplier for an engineering output for the dimensions of the specific footing required. i i SLB 2. Before commencing the erection of the structure, it is an idea to setout the location of each of the columns using a chalk line, marking firstly the distance the column sits in from the edge of the slab, and secondly the bay spacing of the columns on the slab. This will ensure that all of columns are in a straight line. 3. Make each of the portal assemblies on the ground. Check them for square and bolt them together. Fit any knee or apex braces as supplied referring to the "Haunch Connection" and "Apex Connection detail and "Member and Material Schedule for brace size on Engineering Plans. TIP: When assembling the portal frames lie the column down and place the bottom of the columns on the edge of the slab, bolt the columns and rafters together and then measure your portal frame across the diagonals to make sure it is square before bolting up tight. Mark on the concrete around the completed portal assembly once it has been squared up, remove from this location; you now have a template to make the subsequent assemblies. • 16 • 4. The first portal is located the depth of the side'girts in from the side of the concrete slab but flush with the edge of the concrete slab at the building ends. I.E. if the center section of the structure has a nominal width of 24', and the side girts are 4" Zee's, then the outside measurement from column to column will be 23'4" meaning the portal will sit in 4" on either side of the slab. Stand the portal and prop securely. • • 5. Fix base cleat bracket to the web side of the base of the column. Where double columns are used, base cleats are fixed to the inside of the CEE. (See Base Connection" and "Member and Material Schedule" on Engineering Plan) COLUMN DOUBLE COLUMNS SINGLE BOLTED BASE CLEAT. DOUBLE BOLTED BASE CLEAT �; BASE CLEAT. o 0 oil FRAME FIRST METHOD ERECTING PROCEDURE FOR FRAME WORK 1.ERECT PORTAL FRAME A. 2.ERECT PORTAL FRAME B. 3.ERECT APEX PURLINS C. 4.ERECT PORTAL FRAME D. 5.ERECT APEX PURLINS E. 6.ERECT EAVE PURLINS F. 7.INSTALL SIDE WALL GIRTS (NOT SHOWN). 17 KINSTALL END WALL MULLION G. 9.INSTALL END WALL GIRTS (NOT SHOWN). 10ANSTALL REMAINDING ROOF PURLINS (NOT SHOWN). I I.INSTALL ROLLER DOOR JAMBS H. 12.INSTALL ROLLER DOOR HEADER .I. • 6. Install the second of the portal assemblies, and once in position, install the top row of the roof purlins in. line with the very top of the rafters to hold the portal frame in position. Continue installing the portal assemblies and roof purlins until the last of the portals is in position. 11 0 7. Attach Eave Purlin Brackets to the top of each column, using 2 frame screws per side. The Eave purlin should be at the height stipulated in the attached Schedule 2. Eave Purlin Brackets come in Single for end columns or for single intermediate columns, and double for intermediate "back to back" columns (See Eave Purlin Bracket" detail on engineering plan) , Eave Perlin 41DTH DF GIRT Eave P Z Bracke- \Line Of Cladding 8. The Eave Purlin is a CEE purlin, which is used as the topmost side girt. The eave purlin is not overlapped. They are `Butt Jointed' together on an eave purlin bracket. The size of the eave purlin is nominated in the Member and Material Schedule on the Engineering Plans. Screw the eave purlin to the eave purlin bracket using 2 framing screws per connection. (4 screws when butting purlins together) 9. Install sidewall girts. The bottom row of girts is level with the floor. Frame screw top girt (being the eave purlin) bottom side girt and intermediate girt/s to the column using one (1) screw per join ONLY at this stage, this is to ensure the wall is square before the remaining screws are installed. The end of the girts will be 18 • flush with the outside edge of the end columns which is also the overall length of the slab. If a Side Door is to be installed, refer to the schedule covering this topic. Columns 0 At 10.Measure the diagonals of the wall frame ensuring that both measurements are the • same. Adjust wall then finish screwing the side girts to the columns using 2 screws per connection. 11.Fit and screw all of the remaining purlins to portals. Check rafters for. plumb. Refer to Engineering Plans for spacing of roof purlins allowed. 12.Check building for plumb by placing a level on the end wall columns, prop in place until end walls are fully sheeted and screwed. 13.17it end wall mullions (the web of the cee is at 90 degrees the rafters). End wall mullion/s is set in from the edge of the slab by the size of the end girt. Screw the base cleat to the bottom of the end wall mullion and fix the top of the mullion to the "web" side of the rafter with a mullion fixing angle. The end wall mullion/s is usually equally spaced. 14.If only one mullion per end wall is used then these will be attached to the end wall rafter's apex bracket with a mullion fixing angle. Check end wall mullion for `plumb' by using a level on the `web' side. Check that the distance from the edge of the slab to the outside `flange' side of mullion is the same depth as the end wall girts. • 19 C' Eave Purli . \ Butt Joints. (For 'C' Eave Purlin) Topspon or 'Z' Mid Side Girt/s If Applicable. Ghee o�m S° Side Girt Overlap. 'Z' o Fo< Topspon or Bottom Side Wall Girt. �eosv�e F Columns 0 At 10.Measure the diagonals of the wall frame ensuring that both measurements are the • same. Adjust wall then finish screwing the side girts to the columns using 2 screws per connection. 11.Fit and screw all of the remaining purlins to portals. Check rafters for. plumb. Refer to Engineering Plans for spacing of roof purlins allowed. 12.Check building for plumb by placing a level on the end wall columns, prop in place until end walls are fully sheeted and screwed. 13.17it end wall mullions (the web of the cee is at 90 degrees the rafters). End wall mullion/s is set in from the edge of the slab by the size of the end girt. Screw the base cleat to the bottom of the end wall mullion and fix the top of the mullion to the "web" side of the rafter with a mullion fixing angle. The end wall mullion/s is usually equally spaced. 14.If only one mullion per end wall is used then these will be attached to the end wall rafter's apex bracket with a mullion fixing angle. Check end wall mullion for `plumb' by using a level on the `web' side. Check that the distance from the edge of the slab to the outside `flange' side of mullion is the same depth as the end wall girts. • 19 • APEX BRACKET. I'� RAFTERS` o ° o ° TEK SCREWS \. MULLION FIXING ANGLE. END WALL MULLION. 15. Screw the end wall girt brackets to the inside edge of the end wall columns. Attach the end wall girts to these brackets with screws, overlapping the end wall girts over the end wall mullion/s. COLUMN TEK TO FIX BRACKE L' BRACKET 'Z' SECTION GIRT ZEE SECTION END WALL GIRT COLUMN TEK TO FIX BRACKET L' BRACKET TOPSPAN GIRT TOPSPAN ENDWALL GIRT 16. Insert all strap bracing. See engineering plans for location and connection details (See "X Bracing" details on engineering plan). 17.The quantity of sidewall sheets supplied allows to cover from one corner to the other corner of the building. Front Wall Column Rear Wall Column End Wall Cladding to outside face End Wall Cladding of side girts to outside face of side girts y Side Wall Girt / Side 'Wall Cladding To Cover From Corner to Corner of Building 20 18. Start sheeting side walls, (with the sheet fastened level with the top of the eave purlin, the wall sheet will over hang the edge of concrete slab by a minimum of I") making sure that the male rib of the cladding i.e. the edge of the sheet with the lip, faces the rear of the building (away from the doors) End Wall Column or ,Front Wall Column Comer Flashing Side girt Gable endwall-- sheeting to outside - face of side girls / wo Side Wall sheeting to cover from one comer to the other corner of the building 1 9.Using the required number of wall screws per sheet per girt, (See Wall Panel„ Detail on Engineering Plan) fix wall sheets, one sheet at a time, using a straight edge to ensure screws are placed in a straight line. Mark and cut last wall sheet to each sidewall, flush to end of side girts. 20.If a P.A. (Personnel Access) Door is to be installed, either on the gable end or side wall., allow the standard overlap on wall cladding, and leave out the wall sheeting where the door is to be positioned, until all other sheets are screwed into position. Install the sheet above the personnel door once the height of the door has been established. Do not fit P.A. 21.Fit gutter to ribs of wall sheets with wall screws. Gutters maybe installed level or with a slight downfall to downspout end. Count the number of brackets per side of building and space brackets evenly. Overall length of the gutters is the overall length of the building from outside to outside edge of end wall sheets. Gutters can be fitted later if required. 21 -0 Gutter /Top Of Column. ave Purlin Wall Sheeting — Bracket 22.Fit gutter stop ends to the gutter acid rivet into position. Mark the size of the downspout on the gutter and cut a diagonal cross to allow the gutter to fold down 4 tabs which will go inside the downspout and be used to attach the downspout to the gutter. 23. Start cladding the end wall/s. The endwall cladding is calculated to start from outside face of the side girts inwards toward the middle of the gable end wall. When they reach the middle there may or may not be some overlap and either a pair of equal length sheets or one center sheet in the middle. Keep the bottom of the end wall cladding level with the bottom of the sidewall cladding. Check each sheet for plumb with a level. Place two screws per sheet per girt at this stage. (One to each side of sheet) Once all end wall cladding is in place, flick a chalk line for each row of girts and finish screwing all cladding into position. Remove the temporary props as you screw the cladding in place. 24.If door/s are being installed into one end wall (i.e. gable end wall) Find End Door Jamb/s and place base cleat to bottom (inside of `C' purlin so as not to interfere with roller door tracks.) and cut a slot in the top of the doorjamb to allow the flanges of the door jamb to be screwed into the flanges of the next girt above the door opening. Measure door size and allow clearance (2' for domestic doors and 4' for industrial doors.) 25.Fit Door Header/s using a girt bracket to each end. . 26.If a door is offset, or only one door is used, then additional end wall gifts will 22 • need to be fitted between the end wall column and the doorjamb. These are fitted using Girt Brackets. Clad front wall of garage (door end). 27.Clad front wall of garage (door end). 28.At this stage, fit the PA door jambs (only if applicable), before the roof is installed. Cut out the bottom row/s of wall girt where you left the sheet of providing a space for the PA door. The PA doorjamb is fitted the same way as all other door jambs by using girt brackets and attaching then to the girts. The top of the jamb is connected to the girt above the opening. Ensure that you measure the doorframe size, and that both jambs are plumb before finally securing them to the wall girts and attaching them to the concrete slab. • CEI eader 29.Before fixing the roof sheeting into position, check that both side walls are straight by using a string line along the inside of the columns. Re -prop intermediate columns if necessary. This also keeps structure more rigid while working on the roof. 30.Fix roof sheeting allowing approximately half the gutter width overhang into the gutter. Start sheeting from door end (if applicable) Check that roof sheets are parallel to the front edge of gutter at all times. Be sure to fold up the pans (trough's) at the apex end of roof cladding to help keep building waterproof. • 23 • 31.Install ridge capping, ensuring that the ends are flush at the end of the roof cladding. It is best to keep the joins facing away from prevailing weather and run a bead of silicone between ridges at overlaps. With Ridge Capping 32.Fit gable capping flashings to each gable end of building. Keep lower ends of the gable flashing flush to outside edge of gutter. Sit one length of the flashing into position and mark centerline of ridge cap. Square line onto both faces and cut to • length. Fit the gable flashing using the rivets on the ribs of wall sheets and roof screws to top of roof sheets. Sit other gable flashings into position and again mark centerline. Square line across top of gable flashing only and plumb mark to front using a level. Cut gable flashing and install as per the first side. Repeat procedure to the other end of structure. Silicone joint on top of ridge to avoid leakage. Rivet overlap on gable flashing. 2ND SIDE WITH PLUMB -IST SIDE FITTED BARGE CAPPING 33.Fit downpipes by riveting to tabs of gutter that were folded down and screw or rivet from inside of garage through rib or pan into back of downpipe towards • bottom. 24 0 _ 34.Fit corner flashings and trim. 35.Install door brackets making sure they are level. Install doors following the instructions supplied with the door. Although not required we recommend that the doors should be installed by a registered door dealer. 36.Install fly bracing if specified. Refer to "Flybracing" and "Alt Flybracing" on Engineering Plans"). 37.Install bridging to the inside flanges of the purlins and girts (use the x -bracing strap). Refer to Girt and Purlin Flange Bracing detail on the Engineering Plans. 38.Make a final check on the structure. Make sure that all base cleats have been tightened down firmly. Check that the roof and wall screws are complete. 39.Brush the complete structure down, including the roof with a soft hair broom to remove any swarf (metal dust and filings caused by angle grinder) 40.Hose down the concrete slab to remove any steel particles, screws and rivets which may puncture a tire. Stand back with a cold beer (or an Iced Tea) in hand • and congratulate yourself on a job well done. • 25 n u • Part 2 — Tilt up Method 1. The most common type of footing for these buildings is a concrete slab. It is important that your slab or footings comply with the accompanying engineer's details, and are both diagonally square and level before starting. The slab size must be the exact size of the building. Piers must be to the correct depth, square and cleaned out to remove any loose soil. If using footings other than a slab, refer to the supplier for an engineering output for the dimensions of the specific footing required. ,°9°h I o opo °/s SLAB 2. Using Apex Brackets, join the rafters together in pairs. Stand rafters side by side on the slab and mark the position of the roof purlins with a permanent marker or crayon, (quantity and spacing as per the Structural Detail sheet) and put aside until required. The diagram below shows an optional way of inserting a temporary frame screw at the bottom of each purlin. Frame Screw Rafter: TEMPORARY SCREWS TO POSITION ROOF PURLINS (First Screw from Apex is purlin flange width from end of rafter. Spacings As Per Plans) 26 • • • 3. Lay the columns flat on the slab or ground, with the "web" face up. These columns are to be laid out across the slab in pairs with the top of the column facing each other. Top of the column will have more than 2 holes punched in it. Distance the columns apart to suit the bay spacing. A Width Of Slob 4. Attach haunch brackets to the web side of the columns. Tek screw or bolt the bracket into place. (See "Haunch Connection" detail on Engineering Plan) Width Of Slob 5. Fix base cleat bracket to the web side of the base of the column. Where double columns are used, base cleats are fixed to the inside of the CEE. (See Base Connection" and "Member and Material Schedule" on Engineering Plan) COLUMN DOUBLE COLUMNS SINGLE BOLTED BASE CLEAT. O BASE CLEAT 0.--" LO "� O -� o II 27 DOUBLE BOLTED BASE CLEAT. • 6. Attach Eave Purlin Brackets to the top of each column, using 2 frame screws per side. The Eave purlin should be at the height stipulated in the attached Schedule's. Eave Purlin Brackets come in Single for end columns or for single intermediate columns, and double for intermediate "back to back" columns (See Eave Purlin Bracket" detail on engineering plan) FavP Pi irlin WIDTHWIDTH DF GIRT / Eave P . LBracke- "*-�Line Of Cladding 7. The Eave Purlin is a CEE purlin, which is used as the topmost side girt. The eave purlin is not overlapped. They are `Butt Jointed' together on an eave purlin bracket. The size of the eave purlin is nominated in the Member and Material Schedule on the Engineering Plans. Screw the eave purlin to the eave purlin bracket using 2 framing screws per connection. (4 screws when butting purlins together) 8. Install sidewall girts. The bottom row of girts is level with the floor. Frame screw top girt (being the eave purlin) bottom side girt and intermediate girt/s to the column using one (1) screw per join ONLY at this stage, this is to ensure the wall is square before the remaining screws are installed. The end of the girts will be flush with the outside edge of the end columns which is also the overall length of the slab. If a Side Door is to be installed, refer to the schedule covering this topic. 0 28 • 0 0 Columns 0 a LO z 9. Measure the diagonals of the wall frame ensuring that both measurements are the same. Adjust wall; finish screwing the side girts to the columns using 2 screws per connection. 10.Now the wall can be stood in place, sight along the bottom of the columns or use a string line to make sure the bottoms of the columns are in a straight line then anchor and prop. Alternately, you can sheet the wall on the ground as described below and then stand. 11.1nsert any strap bracing for these walls. See engineering plans for location and connection details (See "X Bracing" details on engineering plan). 12.The quantity of sidewall sheets supplied allows to cover from .one corner to the other corner of the building. 13. Start sheeting side walls, (with the sheet fastened level with the top of the eave purlin, the wall sheet will over hang the edge of concrete slab by a minimum of 1") making sure that the male rib of the cladding i.e. the edge of the sheet with the lip, faces the rear of the building (away from the doors) • 29 'C' Eave Purlin. ' \ Butt Joints. (For 'C' Eove Purlin) Topspon or 'Z' Mid Side Girt/s If Applicable. C�e�k Side Girt Overlap. 'Topspon or 'Z' Bottom Side Wall Girt. E \ Columns 0 a LO z 9. Measure the diagonals of the wall frame ensuring that both measurements are the same. Adjust wall; finish screwing the side girts to the columns using 2 screws per connection. 10.Now the wall can be stood in place, sight along the bottom of the columns or use a string line to make sure the bottoms of the columns are in a straight line then anchor and prop. Alternately, you can sheet the wall on the ground as described below and then stand. 11.1nsert any strap bracing for these walls. See engineering plans for location and connection details (See "X Bracing" details on engineering plan). 12.The quantity of sidewall sheets supplied allows to cover from .one corner to the other corner of the building. 13. Start sheeting side walls, (with the sheet fastened level with the top of the eave purlin, the wall sheet will over hang the edge of concrete slab by a minimum of 1") making sure that the male rib of the cladding i.e. the edge of the sheet with the lip, faces the rear of the building (away from the doors) • 29 Front Wall Rear Wall Column Column End Wall Cladding • to outside face End Wall Cladding of side girts to outside face of side girts ` 1 Side Wall Girt / Side Wall Cladding To Cove From Corner to Corner of Building End Wall Column or ,Front Wall Column Corner Flashing I%%ij Side girt Gable endwal � sheeting to outside �� face of side girts is Side Wall sheeting to cover from one comer to the other comer of the building 14.Using the required number of wall screws per sheet per girt, (See "Wall Panel" Detail on Engineering Plan) fix wall sheets, one sheet at a time, using a straight edge to ensure screws are placed in a straight line. Mark and cut last wall sheet to each sidewall, flush to end of wall girts. 15.If a P.A. (Personnel Access) Door is to be installed, either on the gable end or side wall, allow the standard overlap on wall cladding, and leave out the wall sheeting where the door is to be positioned, until all other sheets are screwed into position. Install the sheet above the personnel door once the height of the door • has been established. Do not fit P.A. Door until walls are standing. 30 16.Fit gutter to ribs of wall sheets with wall screws. Gutters maybe installed level or • with a slight downfall to downspout end. Count the number of brackets per side of building and space brackets evenly. Top Of Column. Gutter Wall Sheeting Eave Purlin & Bracket. 17.Fit gutter stop ends to the gutter and rivet into position. Mark the size of the downspout on the gutter and cut a diagonal cross to allow the gutter to fold down 4 tabs which will go inside the downspout and be used to attach the downspout to the gutter. Gutters can be fitted later if required. is 18.At this stage, both sidewalls of the structure are usually sheeted and ready to stand. On smaller buildings where space is limited on the floor slab, only one wall at a time can be built. 19.With the assistance of competent helpers, one sidewall can be lifted into position; keeping the ends of the side girts flush with the ends of the slab. If slab has been made the correct size, the wall can be pulled in so that the wall cladding is up against the concrete (edge of the slab). If using footings other than a slab, stand the walls and measure the width of the building between the wall sheeting. Brace and prop both sides of the wall using timber or alternately ropes tied securely around stakes driven into the ground. When propping.under gutter, it is recommended that soft cloth or similar be tied around the end of props to avoid marking the gutter. Do not attempt to stand sheeted walls on windy days. 40 31 WALL C TEMPO ARY BRACE 20.Drill and anchor one sidewall to slab, ensuring that all holes are clean before placing masonry anchors. Check that all anchors are tightened down sufficiently and check columns for plumb using a level. Re -adjust props if necessary. Stand other sidewall. 21.Measure width of building between inside of wall sheeting. Anchor and plumb wall and re -prop if necessary. Note: If there is insufficient space to use props `A' • then a rope `C' may be used as well as Props `B' to hold walls plumb. Rope `C' is attached to a post, which has been bolted to floor or driven into the ground. TEMPO 22.Fit gable end rafters (previously made up) into the haunch brackets with the bolts supplied. Using quick release clamps, clamp the rafters to the haunch bracket until all bolts are in position and tightened. 0 32 BRACE 23.Fit intermediate rafters in the same manner and install the top row of the roof purlins in line with the very top of the rafters to hold the rafters in position. 24.Fit any knee or apex braces as supplied. See "Haunch Connection" and "Apex Connection detail on Engineering Plans and "Member and Material Schedule for brace size on Engineering Plans. 25.Fit gutters and gutter brackets. • 26. -Attach the roof purlins on the previously marked rafters. Roof purlins end flush with the outer face of rafters on the gable end. Check the frame spacing between the rafters so it corresponds with the frame spacing between the columns. Fit and screw all purlins to portals. Check rafters for plumb. Refer to Engineering Plans for type and spacing of roof purlins allowed. V VL V1.11\ OPTIONAL ROOF PURLIN LAYOUT SHOWN. WITH TOPSPAN PURLIN & ZEE PURLIN 27.Check building for plumb by placing on the end wall columns, prop in place until end walls are fully sheeted and screwed. 28.Fit end wall mullion/s (the web of the cee is at 90 degrees the rafters). End wall 0 33 • mullion/s is offset by the size of the end girt from the edge of the slab. Screw the base cleat to the bottom of the end wall mullion and fix the top of the mullion to the "web" side of the rafter with a mullion fixing angle. End wall mullion/s is usually equally spaced. • 29.If only one mullion per end wall is used then these will be attached to the end wall rafter's apex bracket with a mullion fixing angle. Check end wall mullion for `plumb' by using a level on the `web' side. Check that the distance from the edge of the slab to the outside `flange' side of mullion is the same depth as the end wall girts. APEX BRACKET. RAFTERS` 0 0 . 0 0 0 TEK SCREWS \ MULLION FIXING ANGLE. END WALL MULLION. 30. Screw the end wall girt brackets to the inside edge of the end wall columns. Attach the end wall girts to these brackets with screws, overlapping the end wall girts past the end wall mullion/s. COLUMN jL' BRACKET RACKET 'Z' SECTION GIRT TEK TO FIX B COLUMN TEK TO FIX BRACKE 'L' BRACKET TOPSPAN GIRT ZEE SECTION END WALL GIRT TOPSPAN ENDWALL GIRT 31.Insert any strap bracing. See engineering plans for location and connection details (See "X Bracing" details on engineering plan). 32.Start cladding the end wall/s. Keep the bottom of the end wall cladding level with the bottom of the sidewall cladding. Check each sheet for plumb with a level. • Place two screws per sheet per girt at this stage. (One to each side of sheet) Once 34 • all end wall cladding is in place, flick a chalk line for each row of girts and finish. screwing all cladding into position. Remove the temporary props as you screw the cladding in place. 1 13 I 5 1 4 ( 2 START] OF END W NLL CLADDING VERTICAL CLADDING TO END WALL. 33.If doors are being installed into one end wall (i.e. gable end wall) Find End Door Jamb/s and place base cleat to bottom (inside of `C' purlin so as not to interfere with roller door tracks.) and cut a slot in the top of the door jamb • to allow the flanges of the doorjamb to be screwed into the flanges of the next girt above the door opening. Measure door size and allow clearance (2' for domestic doors and 4' for industrial doors.) 0' 34.Fit Door Header/s using a girt bracket to each end.. 35.If a door is offset, or only one door is used, then additional end wall girts will need to be fitted between the end wall column and the doorjamb. These arefitted using Girt Brackets. 36.Clad front wall of garage (door end). 37.At this stage, fit the PA door jambs (only if applicable), before the roof is installed. Cut out the bottom row/s of wall girt where you left the sheet of providing a space for the PA door. The PA doorjamb is fitted the same way as all other door jambs by using girt brackets and attaching then to the girts. The top of the jamb is connected to the girt above the opening. Ensure that you measure the doorframe size, and that both jambs are plumb before finally securing them to the wall girts and attaching them to the concrete slab. 35 • 0 0 CEE -leader 38.Before fixing the roof sheeting into position, check that both side walls are straight by using a string line along the inside of the columns. Re -prop intermediate columns if necessary. This also keeps structure more rigid while working on the roof. 39.Insert all strap bracing. See engineering plans for location and connection details (See "X Bracing" details on engineering plan). 40.Fix roof sheeting allowing approximately half the gutter width overhang into the gutter. Start sheeting from door end (if applicable) Check that roof sheets are parallel to the front edge of gutter at all times. Be sure to fold up the pans (trough's) at the apex end of roof cladding to help keep building waterproof. 41.Install ridge capping, ensuring that the ends- are flush at the end of the roof cladding. It is best to keep the joins facing away from prevailing weather and run a bead of silicone between ridges at overlaps. 36 • • With Ridge Capping 42.Fit gable flashings to each gable end of building. Keep lower ends of the gable flashing flush to outside edge of gutter. Sit one length of the flashing into position and mark centerline of ridge cap. Square line onto both faces and cut to length. Fit the gable flashing using the rivets on face ribs of wall sheets and roof screws to top of roof sheets. Sit other gable flashings into position and again mark centerline. Square line across top of gable flashing only and plumb mark to front using a level. Cut gable flashing and install as per the first side. Repeat procedure to the other end of structure. Silicone joint on top of ridge to avoid leakage. Rivet overlap on gable flashing. 1 1 ST SIDE FITTED 2ND SIDE WITH PLUMB CU 1 1 GABLE CAPPING 43.Fit corner flashings and trim. 44.Fit down pipes by riveting to tabs of gutter that were folded down and screw or rivet from inside of garage through rib or pan into back of down pipe towards bottom. 45.Install door brackets making sure they are level. Install doors following the instructions supplied with the door. Although not required we recommend that the doors should be installed by a registered door dealer. 46. Fit Personnel Access Door into opening previously left. 37 • 47.Install fly bracing if specified. Refer to "Flybracing" and "Alt Flybracing" on Engineering Plans"). • • 48.Install bridging to the inside flanges of the purlins and girts (use the x -bracing strap). Refer to Girt and Purlin Flange Bracing detail on the Engineering Plans. 49.Make a final check on the structure. Make sure that all base cleats have been tightened down firmly. Check that the roof and wall screws are complete. 50.Brush the complete structure down, including the roof with a soft hair broom to remove any swarf (metal dust and filings caused by angle grinder) 51.Hose down the concrete slab to remove any steel particles, screws and rivets which may puncture a tire. Stand back with a cold beer (or an Iced Tea) in hand and congratulate yourself on a job well done. 38 Schedule - 1 Tools The following is a list of basic tools required: 1. Hammer 2. Small Tape Measure 3. Long Tape Measure 4. Quick release clamps 5. Snips 6. Open End Wrenches 7. Crayon or Permanent marker. 8. Pencil 9. Score and Snap. Knife for scribing and -folding wall. sheets • 10. Chalk'line 11. String line 12. Water level or Auto Level 13. Builders level 14. Square 15. Screw Drivers 16. Tek Screw Gun or Electric Drill with Clutch with a 5/16" Hex Head and a wafer tek bit to suit wafer screws. (If supplied in kit) 17. Electric Drill (a battery drill will also be very handy) 18. Nibbler OR 19. Angle Grinder 20. Silicone and Calking Gun or alternately 2 tubes of Gutter Silicone. 39 • 21. Multigrips or pliers. If using an angle grinder BEWARE. Not only can these be extremely dangerous to operate, they leave `swarf on zinc and colorsteel cladding, which can cause rusting and void any warranties. Be sure to thoroughly sweep any `swarf off with a soft hair broom. DO NOT USE NEAR ANY COLORSTEEL FENCING, MOTOR VEHICLES OR GLASS. If using an angle grinder be sure to wear safety goggles and follow all safety regulations in relation to the use of power tools. 0 0 40 "A' Schedule 2 - Eave Purlin Bracket Location RAFTER "A • DETAIL - 1 DETAIL - 2 PITCH 6"CEE 8" CEE 10"CEE 12"CEI �J * NOTE: FOR ALL MINUS DIMENSIONS SEE DETAIL - 2 41 RAFTER m 4" ZEE or TOPHAT 6" ZEE or TOPHAT 2:12 3:1 5:12 6:12 GAM 2:1 3:12 5:12 6:12 GAM 0 0 0 -12/3— -11/3 0 0 0 0 -12/ -11/3 0 12/3 11/3 0 0 0 12/3 11/3 0 0 0 "N' "All A ll 41 RAFTER m • Schedule 3- Installation of Side Door. 1. Opening size for the side door will be the nominal width of the door. Cut the side wall girt to allow for the width of the door and jambs to be installed. 2. If there is a side girt between the top of the door and the eaves purlin then the jamb will suit this length, see "Case A". IF THERE IS NO GIRT ABOVE THE OPENING, (i.e. between the top of door and top eaves purlin) then the length of the jamb will be to the eaves purlin. It is .to be attached to an extra row of side girts which will need to be installed see "Case B". Eave )f iirts )r Height )p row of Columns. SIDE WALL ELEVATION 3. Fit L/H and R/H side doorjamb to the next side girt above door opening if there is any. If there is no side girt above the opening, then it is to be attached to the extra row of side girts. Cut web of the jamb out to allow the flanges to extend up past the flanges of the girt. Screw the two upright (uncut) legs to both flanges of the girt. Screw the base cleat to the bottom of doorjamb and screw the doorjamb to the girts, with girt brackets. 4. Fit the CEE section door header between the jambs using girt brackets and screws. Height of door header is equivalent to the height of the door opening • 42 • required. 5. Side doors can be located anywhere between two sidewall columns. If the door should be offset to either the Left or Right of the Bay, allow a minimum of 4" for the door brackets, from door opening to inside face of column. 6. Follow manufacturer's installation supplied with the door. Although not required we recommend that the doors should be installed by a registered door dealer. 7. Fit wall sheeting above and around the opening. 8. Trim the opening. Extend Door Jamb M nart Fnrl Wall Girt • Extenc to next Sh End Wa Girts )ptional position of loor Header. 0 43 optional position of Door Header. Side Wall Girls. 0 Schedule 4 - Installation of end door. 1. Opening size for the end door will be the nominal width of the door. Cut the end wall girts to allow for the width of the door and jambs to be installed. 2. If there is an end wall girt between the top of the door and the rafter then the jamb will suit this length see "Case A". If there is no girt above the opening, (Between the door and the rafter) then the length of the doorjamb will need to be cut to fit to the rafter see "Case C". 3. Attach the CEE section door header between the jambs above the door opening with an end wall girt bracket and screws. Height of door header is equivalent to the height of the door opening required, although it will usually be at a maximum height of to the bottom of the haunch brackets. The door header is flush to outside face of the doorjamb and level across to the other jamb. 4. End wall door/s must be located as per plan. 5. Follow manufacturer's installation instructions supplied with the door. Although not required we recommend that the doors should be installed by a registered door dealer. 6. Fit wall s heeting above and around the opening. 7. Trim around the opening. Door Headers. End Wall Girts. Column Rafter Case A 11 11 11 Case C End Wall Mullion Door Jambs END WALL ELEVATION 44 • End C Rafter Extend [ to next Enc CEE D • Extend Door Jamb to next End Wall Girt )ptional position of loor Header. Cut wph of 45 of ler. End Wall , Girts. Column • 0 w Schedule 5 — Fitting Windows and Sliding glass doors. The windows and glass sliding doors used have a reveal or fin protruding from the center of the window frame which extends for approximately 1 1/4". Vinyl or Aluminum Window\Door Protruding Fin Window/Door Frame Wall Sheet is inserted /into rebate and is rivetted or screwed to the fin. Recommended type of frame Windows and glass sliding doors may be installed in the following ways: 1. Providing that the height of the window is not greater than the spacing between the girts, the bottom flange of the window can be attached to the girt found at about 4' from the ground. The protruding fin is attached directly to that girt. 2. The top of the window is attached to either the next girt above the window, the wall sheeting if close to a girt, (within 6") or directly to the eave purlin in particular instances. 3. Windows that are higher than the girt spacing and glass sliding doors will require side door jambs to be fitted so that the side flanges may be attached to these 46 • 0 jambs for rigidity. Measure the width of the door .or window and allow a slight clearance so as not to break glass when installing into opening. Install the jambs as per the instructions found in Schedule 2. Note: windows that are higher that the spacing between the girts will only require a jamb between the girt above and f below the window to form a frame. See diagram below. Window that fits between gins Window that requires a jamb due to height I WINDOW OPENINGS 4. Trim sheeting to fit around the window or door and fasten to window or door reveal with wall screws or rivets. These will need to be measured and cut on site. Note: on end walls, the sheets above the window or door will need to be measured and cut to the required length with the required angle to suit roof pitch. 47 • 0 • UL- E, EAVE PURLIN MEASUREMENT C EQUALS: ?,EMAINDER OF WALL SHEET MEASUREMENT B EQUALS: WINDOW HEIGHT MEASUREMENT A EQUALS: BOTTOM OF SHEET TO TOP DF LEADING EDGE OF SIDE GIRT. WINDOW INSTALLATION HEADER SHEETING CUT TO REQUIRED LENGTH EAVE PURLIN SLIDING GLASS DOOR ` INSTALLATION 48 A ID TEK' FIXING x 1 PER END WALL MULLION k + MULLION FIXING ANGLE \ 1 PER DOUBLE COLUMN HAUNCH KNEE BRACE (INTERNAL FRAME ONLY) 'TEK' FIXING k k - k k DOUBLE SINGLE 1 PER SINGLE COLUMN EAVE PURLIN BRACKET COLUMN--/ (CEE SECTION) BOLTED FIXING / 61PER COLUMN BASE CLEAT BOLTED FIXING 1 FOR EVERY 2 RAFTERS APEX BRACKET APEX Y) RAFTER (CEE SECTION) 1 0 BOLTED FIXING �f + + x� 1 PER COLUMNt+ + i HAUNCH BRACKET END WALL GIRT/SIDE WALL GIRT (ZEE SECTION) NUMBER OF BRACKETS END WALL • TO SUIT END WALL WALL GIRT MULLIONS GIRTS SECTION) (CEE SECTION) 'TEK' FIXING x TYPICAL SECTION END WALL GIRT BRACKET USED FOR -COLUMN -RAFTER KNEE BRACE APEX BRACE END WALL MULLION CEE SECTION USED FOR END WALL GIRTS SIDE WALL GIRTS ROOF PURLINS ZEE SECTION HI -TECH DESIGNS D. SCALE PO BOX 252 CAMDEN, BRACKET POSITIONING NTS NSW AUSTRALIA 2570 - Twh DETAILS SHEET +61 246 550-000 (PH) 1 of 1 +61 246 555-888 (FAX) ° q�,,�td PERMIT NO.. • PERMIT EXPIRES a OWNER FRANK H. MOORE CONTR. OWNER { ASSESSOR PARCEL 58-50-22 ry t. LOCATION SE/end Stage Coach Ln, app 800' off Nelson Bar Rd, Yankee Hill f' f Temp. Power Pole Called PG&E _ ,1. Temp. Elec. Service Called PG&E , Temp. Gas Service Called PG&E YJOB FINALED (Date) v Signature r f..1 �1 Temp. Power Pole Called PG&E _ ,1. Temp. Elec. Service Called PG&E , Temp. Gas Service Called PG&E YJOB FINALED (Date) v Signature r I ) J = OK 0 = Not OK — = Not,Applicable MARII g:i4n rrz kAicrGI I AWFfAI14Z = Not Ready — — -- — -- — ---- — — — — Date MOBILEHOME UTILITIES (P OK except H's Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except a's P/zoning Requirements—Setbacks—Easements 1, Zoning Requirements—Setbacks—.Easements oils; Special MH Support—Sketch 2. Footings; Size—Depth—Spacing—Connectors ewer; Location—Test—Fall-C/O—Concrete 3. Decks; Girders and/or Joists—Decking—Bracing—Stairs—Rails ater; Location—Test—Easement Needed(Sketch) 4, Wood Awn.; Posts—Beams—Rftrs.—Connec.—Shthg.—Rfg.—Bracing k. 50lectricity; Location—Clearances— .-60Z&O Amp—Concret 5. Alum. Awn.; Columns-Connections—Splice—Decal—Enclosures 6. Gas; Location—Test—Wrap:/ /"L"ft./ /"Nat.or "L" ft./_7"LPG Y 6. Carports; Windows—Doors ty Clearance 7. Elec. CipG-BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI ate Card -BI Date Card -BI Date Card -BI Date Date MOBILEHOM9 IN TALLATION ( I OK except H's Date POOLS (Plans) OK except N's Zoning Requirements—Setbacks—Easements 1, Setbacks—Easements Footings; Size—Spacing—Marriage Line 2. Soils; Compaction—Structure Stability Gas; MH Test—Demand—Valve—Connector ! 3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining 4. lectricity; MH Test—Crossovers—Breakers—Clearances f. 4. Elec.; Receptacles and Lighting; Distances—GFI Til&ain; MH Test—Fall—Flex Connector 5. Elec.; Pool Lighting; 15 volts—GFI Water; MH Test—Regulator—Connector 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed IZV-Eer and Sewer Connected—C/O to Grade—HD Approval 7. Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater il,`Gp and Electricity Tagged B. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghtg. Boxes—Enclosures—Panel boards—Ins. to Main in Conduit xi Insp.—Sketch ert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test—Water Supply Test di ;Card -BI Date Card -BI Date Q-drd B -I ate C rd -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date /2,IOZ)g "-f- Ik J = OK 0 = Not OK ' - = Not Applicable * = Not Ready RESIDENTIAL{(Sing�le and Duplex) Date UNDERFLOOR Plans OK except #'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 9. Gas Pipe; Size -Anchors 54. 55. Glazing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date FINAL (Plans) OK except q's 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date Date Card -BI Date PLUMBING (Permit) OK except k's 14. Water Ht.; Vent -Access -Combustion Air 57. 58. Smoke Detector Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Date Card -BI Date ELECTRICAL Permit OK except q's 66. Elec. Outlets & Receptacles at Kit. Counter 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21, Elec. Receptacles Spacing -Lights &Switches at Doors 70. 71. Plb., Elec. & Mech. Equip. Listed for Location Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 22. Size Boxes & No. of Conductors -Stapled 23. Romex Installed Close to Edge of Studs & C.J. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72. Insulation -Foam -Looked in Attic E] Yes 25. 2 Appliance Circuits in Kitchen &Conductor Size 73. Guard Rails & Deck Construction -Post Caps 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral ❑Yes ❑No 75. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters El Yes El No 28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; Brown -Finish 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77, A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 30. Clothes Closet Light -Shower Light 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B 1 Date Card -BI Date 81. 82. Ventilation throughout House Glass Protection Card B -I Date Card -BI Date Date MECHANICAL (Permit) OK except q's 83. Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 31. A.C. Ducts; Insulation & Support 85. Water & Sewer Connected -C/O to Grade -HD Approval 32. 33. Vent Fan; Exhaust above Insulation Condensate Drain & Overflow; Size & Grade 86. Energy Compliance Certificate -Other Certificates 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -131 Date Card -BI Date Card -BI Date Comments at Final: Date FRAMING Plans OK except q's 36. Sills; Proper Material & Anchors 37. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound 38. Bearing Walls over Girders & Floor Nailing 39. Draft Stop in Walls (rat proof) 40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. Header & Beam -Size & Bearing 42. Hangers -Post Caps -Anchors -Connectors 43. 44. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.--Rfng. _ Fireplace Ties or Type A Flue -Fireplace Throat 45. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 46. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47. Garage Fire Protection Framing ' (NOTE:Anentrymust be made each time youvisit jobsite) Y 1 k COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE a 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 work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. _Date =' /���1ezz COUNTY OF BUTTE . DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the requirements of the California Administrative Code, Title 25, Chapter S, under permit number '747 r+` r1 for the following location: Owner f Owner's Address Mobilehome Mfg. • I Model A Year Insignia No.'s=i-!1 l Serial No./ -2 It is hereby certified for occupancy at the above described location and may be occupied. Director of Public Works Dat J %- l �t By 1 _.'� r THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED White - Owner, Yellow - Installer, Pink - D.P.W. y COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICAT101 AND PERMIT PERMIT NO. 0 - ASSESSOR PARCEL NUMBER -' S- — �®� 2. 7r ZO 1-7c— BUILDING PERMIT OWNER RA.✓/V M to o e lZ TELEPHONE SQ. FT. OCC, BUILDING VAL ATION OWNER'S MAILING ADDRESS C /T ,CONTRACTOR'S KAME In TELEPHO E k�CONTRACTPR'S MAILING ADD ESS C Fireplace 'CONSTRUCTIONLENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ a ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADD E55 PLUMBING PERMIT Filing Fee 10.00 1 Each Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO.i E PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Building sewer 5.00 Mobile Home S I G I W 10.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation R Other ❑ Describe work: �/ /�j• , E. �J Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 10ov OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.& OR ADDNS. ( ACC. BLDGS. t 222sgit CONTRACTORS LICENSE LAW I declare r penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and license is in full force and effect. License No. roz lassification C- �e�� El 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 CONSTR ULT' -OUTLET 2.50 ea NON.RESID BRANCH CIRC ITS NEW CONSTR. /POWER APPARATUS &'1 NON.RESID. %SINGLE OUTLET CIR. / EX. Occup%OUTLETS OR FIXTURES .200so ALO 30 FIXED APPLNS, OR Ex. Occup. OUTLETS (RESID,) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. 2—*,-" 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. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indem d keep harmless the County of Butte against all liabilities, judgment , cost and expenses which may in any w y acc e again ou y i ons ence of the granting of this permit. Will'D e Signature of pplicanr 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 $ TOTAL PERMIT FEE $ / �� OCCUP. GROUP I TYPE OF CONST. PARCE PD ND SSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By _ 9 PER, T EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS y Date Receipt No. _��_ WHITE-O.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT N0. J ASSESSO PARCE NUMBER ZONING(\ M1 1 - �+ BUILDING PERMIT owN TELEPHONE r -'{ SQ. FT. OCC. BUILDING VALUtT19N' OWNER'S MAILING ADDR SS CON7RACT0 'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILD NG ADDRESS PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 n Water piping 5.00 LOT NO.SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF SF DuplexMobilehome Other [:1❑ SPECIFY Building sewer 5.00 Mobile Home 10.00 e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities Installation ❑ Other ❑ Describe work: Permit Fee $ , Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100OV OR 0 AMP ORLESS10.00 81 AR Main service EA. ADD'L 100 AMP 2.50 NEW CONST. ( DWELLING OCCUP.& OR ADDNS. L ACC. BLDGS. 2h0sq it - CONTRACT RS LICENSE LAW I declare under penalty of perjury (Check One): ElI 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) ❑ 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 NEWCONSTR ULTI.OUT LET NON.R ESID BRANCH CIRC ITS 2.50 ea NEW CONSTR. (POWER APPARATUS &) NON.RESID. (SINGLE OUTLET CIR. 20@50c Ex. Occup(D OR FIXTURES 9AL030 FIXED A PLNS Ex. OCCUp. OUTLETS PRESID )REA.). 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00^d 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 shal I be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X j �%%O�,LDate o� Signature of Applicant — Owner Z 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 $° TOTAL PERMIT FEE $ OCCUP. GROUP I TYPE OF CONST, JPA71L;Df H ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIREC OF PUBLIC BY PERJO EXPIRES Date_-3/-� the applicable provi- resolutions to do fees have been paid. WORKS Date,6P-3 /�8 !L Receipt No.�_7: WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement 1;FF0r,iAi t 9! be recorded prior to issuance of a building permit.;i The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this uzi..J 2 4S PV property may be subject to inconveniences or discomfort arising from the use of agricultural chemicals, including, but not limited to herbi � , '��e, � i;4,Ld s and fertilizers; and from the pursuit of agricultural operations inclu ng, butt' 6itM to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate t, smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Parcel 1 of that certain Parcel Map recorded on June 29, 1983 in Map Book 93 Page 3, Official Records of Butte County, California. Being a portion of the West 1/2 of Se 33, T22N R4E MDM in the unincorporated area of Butte County, California. Date: August 28, 1984 Frank H. Moore State of California County of Butte PROPERTY OWNERS: On this the 28th day of August 19 84 , before SS. me, the undersigned Notary Public, personally appeared Frank H. Moore Personally known to me. L/ Proved to me on the basis of satisfactory evidence. to be the person(s) whose fiame(s) is subscribed to the within instrument and acknowledged that he executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A.P. No. 6—y - 6-0 —a E.EAM F. m u 7.«l�`t;r,•� id(l7A}ll' PI,)iUC-C I r ORNIA 13 'fir•' 3�� i?i�i�,, ('Gu: Iy SI U}...... .,: :My Con rni_, ian!:Xpira,l�n. ��Clti®Fs7F�9tid�t9S7�C&t47fe764�'1�R®lii&1F2&;�t�,� OROVILL.E,, CALIFORNIA GENERAL :CLAIM CLAIMANT:F rank. H. Moore ADDRESS: 1148 Stage Coach Lane CITY & STATE: O'roville, Ca:. 95965 IMPORTANT;. DATE OF CLAIM: Jam. 22,. 1985 SEE INSTRUCTIONS ON..REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF. CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT Owner has decided not to do work. (Bldg Permit Appin. 0862-84B, Receipt #25931, dated 9/7/84, AP #58-50-22). 'Building permit fees paid --=--------------.-------$50:00 Retain filing ee-----------= IO:00 Retain plan checking fee ----- .15.00 Amount retained -------------------------------- 25,00 REFUND DUE--------------------=-----------------------------$ 25,.00 425.00 TOTAL. in I, the .undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as stated. y��{ p�� Dated this ....7 . ..dsiy ot.....�.�......... 19Gt.�eC.[.11lxl... Calif:y(✓.}/lJ�.,�...,rs'1 .......... ' Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or de - Livered and that there is a Budget Appropriation❑ or Specific Board Approval [D (Checkone) for the ame. 85, at Orovil le Dated this .................................... • day. of January, i9 .Calif. ....................... ....-...... ' - - a ment Heed or Authorize uty Dept. Exp. .. . Code............................................ Code................................................PAYABLE FROM ...................................... ................................................... F UND. DO NOT WRITE BELOW THIS LINE — AUDITOR'S USE ONLY DEPT. &SUB. PROJ. SUR. 013J. CLAIM N0. INV. NO. INV. DATE ENGUMB, GROSS AMT. . _ :- - '.. � .�� :'1 ��_\ �' ^�' . l . �: . �� ���� –� ,— - -_ � � _ _– �.�. -� _ _ ;. - -.w.. s. _., .. .. - .• ♦ +t e - _ - -- ' . -� i .. e `� ' �.. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATIONAND PERMIT PERMIT •�NO. ASSESSOR PARCEL NUMBER R-- ZONING 4, BUILDING PERMIT OWN Do rm TELEPHONE SQ. FT. OCC. BUILDING ALUATION OWNER'S MAILIN ADDRESS Sp CONTRACTOR'S NA TELEPHO E CONTRACTOR'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 $ r ` Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING A DRESS PLUMBING PERMIT FiIingFee 10.00 I EachTrap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO. SUBDIVISION NAMEPARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USEOUCTURE SF ❑ Duplex❑ Mobilehome Other SPECIFY Building sewer 5.00 Mobile Home IS G W 0-00e TYPE OF WORK New ❑ Addition ❑ Remodel Uti I'ties ❑ Instal Iation Other Describe work: V �— Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP OOV OR ORSLESS 10.00 Main service EA, ADD -L'100 AMP 2.50 NEW CONST. (/ DWELLING OCCUP.& OR ADDNS. l ACC. BLDGS. 2/20sq ft 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) ❑ 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 CONSTR U TI -OUTLET NON-RESID BRANCH CIRC ITS 2.50 ea NEW CONSTR POWER APPARATUS &) NON-RESID. SINGLE OUTLET CIR. Ex. Occu 20@50a P OR FIXTURES BAL®30 FIXED APP LNS, OR EX. OCCUp. FIXED A OUTLETS (RESID.) EA.) 1 2.00 Temporary service 10.00 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. rvf rvl 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 Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the 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 perm 't. X� /� Date Signature of Applicant — Owner EJ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- of structures over 3 stories in hei ht. 9 Mobile Home Installation Fee $ TOTAL PERMIT FEE occuP. GROUP I TYPE OF CONST. PARCEL PO HD IS UE This permit is hereby issued under sions of the Butte County Code and/or work, indicated above for which DIREC RUOFBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKSion Date '� [�R_o. ��] / TE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT J. 0 " GOUNTY OF BUTTE - DEPARTMENT OF,PUBLIC WiORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CAIAt,R NIA 95965 -TELEPHONE: 916/534-454111 PERMIT •APPLICATIOU DATA S.EiE=ET - 4 f Permit No. / OWNER � �� - A. P. No. �L Proposed Building Use H Permit Fee Based Upon: Complete Contract Price DPW Valuation Other (Explain) Building Inspector(\ Date At time of permit application, I w s 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. . . . . . . . . . . 3. Complete plans in duplicate. /triplicate. . . . . . . 4. Complete engineered plans and calcs. . . . . . . . . 5. Plans with Energy Design Compliance Statement. 6. State Energy Forms No. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . 9. Letter of signature authorization. . . . . . . . . . . 10. Sanitation approval from Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ) 15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . .. •Pre-Inspec. request to (Date) 17 e -Inspection for Required "I - Building Inspector Awl t h e r L ' V 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 A p p I i c a n t 1,44�24L 00 �C2J22 Date Copy of plans sent Health Dept., Fire Dept., Other Date During the plan checking process, the following data must be submitted prior to permit issuance: (For required items not checked above at time of a7l&tion, circle item.) X1. Index permit for above Items No. �X 2. Additional items required: (Contractor, Designer, Owner) was advised of above required data by Telephone Mail Other By Date -Plans checked by Date Plans approve& y'�«i Date Other: Copy—DPW F1 — .0 gum OROVILLE, CALIFORNIA GENERAL CLAIM CLAIMANT: Peggy Moore ADDRESS: 11489 Stagecoach Lane CITY & STATE: Oroville, CA 95965 IMPORTANT: 3/29/90 SEE INSTRUCTIONS DATE OF CLAIM: ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) I AMOUNT 3/29/90 Owner decided not to install whilehome at this time Permit #1957-89 A.P.#58-50-28 Receipt No. 41390 dated 6/19/89 Total Permit Fee Paid ----------- 70.00 Retain filing fee --------------- 10.00 Total amount of refund due 60.00 60 00 TOTAL 60 00 I I, the undersigned, declare under penalty of perjury that the' services or articles claimed have been performed or delivered, and that this claim is true and correct as stated.�!,�.��:. q'` *'Dated this .. _ �.. .%p„ do[ ....C� V . ... 19 LS.1 �C.. .• Calif o Clalment ...CJ...fl............... ........ .... ` St I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or de- livered and that there is a Budget Appropriation O or Specific Board Approval ❑ (Check one) for he as Dated this........... U day of ..... A�rll......... 19 9Qat ....Oroville Calif. ............. ...... ................... .................................................. ................... epartment Head or Authorized Deputy Dept. Exp. /. p Code .........4.40=002 ............... Code ............ 42lQ5QO............ ....PAYABLE FROM .............Ori) .i .•....1.�X wS.... ............................ ...... FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. /110 COUNTY OF BUT"rE - DEPARTMENT OF PUBLIC WORKSPE �j 7 County Center Drive - Orovi.Ile, balifornia 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT '[ ASSESSOR PARCEL NUMB ZONING BUILDING PERMIT ow R 0 U TEL PH SQ. FT. OCC. BUILDING VALUATION OE4Sgq ING(70 R - C TRA T R'S NAM tt T L'PHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 1000 Permit Fee $ ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS 04 Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Aon &C Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 NV _ Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5,00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome2( Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G W O .00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ tal ation9 Other ❑ Describ ork: ' f i n � Q — j Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6100 AMP LOR ESS 0OV ORMain 10.00 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 F-11, 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 service EA. ADD'L too AMP 2.50 NEW CONST. DWELLING OCCUP.51 , OR ADDNS. ( ACC. BLDGS. /20sgft NEW CONSTR TI -OUTLET NON-RESID .BRA CH CIRC ITS 2.50 ea /POWER APPARATUS e (SINGLE OUTLET CIR. ) Ex. OCcU OUTLETS OR FIXTURES 20�30t p DAL@3o FIXED APPLNS. OR EX. Occup. OUTLETS (RESID.I EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 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. 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 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. 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 agai id County in copse encs f the granting of this permit. Date Signature of p 1 — Owner❑ Cantrocror ❑ 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 $ TOTAL PERMIT FEE $ © OCCUP. CON 3T.TYPE scNooL FLOOD PARCEL PD SUE This permit is hereby 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 Receipt No. WNITE-O.P.W., YELLOW-ASeCSeOR. PINK -INSPECTOR, GOLDENROD -APPLICANT .s4 .r�+ }�+,. .. �•. :;Y \4�7.�.:' .`,�� .�.JN.-.moi-. k--: �fp6..'��3.:.a sL `'�'. ++i �,:�r. •. ... . .":j..-�yyS.�.� .y < ... .. �., _ ..� - . COUNTY OF BUTTE - DEPARTMENT OF -.PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - GkOVILLE;°CAL'IFb NIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET �/ Permit No. OWNER Q Il� ��l A. P. No. Proposed Building Use - Building Inspector ao Date At time of permit application, I was advised the following data must be submitted priorto permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . 2. Plot plans inspd� I a��triplicate, signed by preparer of plans........ 3. Complete pl ns I n duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans . . 5. Energy Design Compliance and supporting documentation ......... 6. Statement of Intent for Non -Heated and AC Buildings .............. 7. Engineered truss details and layout in duplicate (required prior to plan check) 8. Mobilehome installation data including manufacturer's installation instructions....................................................... 9. Fees of $ .......................... 10. Chico Urban Area fees paid ........................................ 11. Park fees, paid................................p.................... 12. —LU chool Dis ct fees aid ................. 13. Sanitation approval from Cv' - Health Department ... 14. City of Chico plumbing. permit ..................................... . 15. Plot plan and business license approval from City of (see City for other requirements) 16. Planning approval for (A) Use: (B) Parking: 17. Improvements may be required. 18 Driveway permit (construction pproval required rior to occupancy) ... 19. Pre -Inspection for - re Ulred Pre-Inspec. reque t t p q Building Inspect / _� (Date) 20. Contractor's license information (N , Name Style, Classification) ....... 21. Certificate of Workmans Compensation Insurance .................... 22. Owner -Builder Verification (Given to owner a, Mail to owner ❑) ........ V 23. Recorded copy of Agricultural Acknowledgment Statement ............ 24. Letter of signature authorization ..................................... 25. 26. r W,hen you issue the permit,process as follows: Mail q—!g, o owner. Mail to contractor. Telephone, 5 and hold for pickup at office. Deliver w/inspector. Other Copy of plans sent Health Dept., Fire DeptOther Date ` The following data must be submitted prior to permit issuance 1. Index permit for above items No. .t 2. Additional items required: (Circle new i 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 —ma II—counter by date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy—DPW COUNTY OF BUTTE'- DEPARTMENT OF PUBLIC WORKS t 7 County Center Drive, Oroviile, CA 95965 PHONE: 916-538-7541 Pearl Moore DATE 1/24/90 ` 11489 Stagecoach Lane Oroville, CA 95965 RE: Mobilehome installation application #1957-89 dated 6/19/89-"-- Dear /19/89':__Dear Ms. Moore: A.P. # 58-50-28 I With reference to the above subject: fIXJ Attached is: Application for permit' Mobilehome Utilities Installation Sheet Building Plans xxx Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced rea "I =XWe 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. xxx Plot plans ink}sae 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. XXX Sanitation approval from Butte County Health Department at: 196 Memorial Way, Chico -Yyx.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 Recorded copy of deed showing „12LL Recorded copy of agricultural acknowledgement statement. form. L7YX OTHER Please submit the above items so that wP can iss„P goer mnh-ila hame installation permit The permit application expires 6/19/9_0 and cannot be issupd after that date. Thank you Should you have any questions concerning the above, please contact nnnna Gnarling of this office. 538-7541 Yours very truly, JFG/aj William Cheff Director of Public Works / Z .F. Glander .//Chief Building Inspector /110 COUNTY OF BUTYE'-'DEPA;RTMtENT OF PUBLIC WORKS iPEIT 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 /��J L� APPLICATION AND PERMIT ASSESSOR PARCEL NUMB ZONING BUILDING PERMIT O' R TEL PH N 9 O 'S ING OR SO. FT. OCC. BUILDING VALUATION - I C:lr TR AC T„R'S NAM T LEPHONE CON-. RAC7ZR'1 MA!L!Na ADDRESS " Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ i PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 N VC' _ _TU Solar or heat pump water heater 20.00 LOT NO. VISION NAME PARCEL MAP Water piping 5,00 Each qas water heater or vent 5,00 USE OF STRUCTURE SF ❑ Duplex[] Mobilehome2( Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 0.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ tallationg Other ❑ Describork: ' 11� &Contractor Q — i �� Permit Fee $ ELECTRICAL PERMIT Filing Fee 10.00 LE00V ORSS Main service 100 AMP 10.00 Main service EA. ADO'L 100 AMP 2,50 CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business/POWER and Professions Code and my license Is In full force and effect. License No. Classification ❑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.8 , OR ADONS. ACC. BLDGS. h¢sgft NEW CON R. "'ULT' -OUT LET NON•RESID BRANCH CIRC 12.50 ea ITS APPARATUS e (SINOUTLET CIR. I Ex. Occup( OUTLETS OR FIXTURES 20930t p 1.20950t A09 Ex. Occup. OUTLETS IRESI0.)R E A./ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): Lj The permit is for $100.00 (vaivation) 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. 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 agai id County in conse ence f the granting of this permit. k,=zp as;?J, Dat Wk Signature ofapo ! — 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 $ TOTAL PERMIT FEE CJ• OCCUP. C0N3T.TyP9,J JSCN00LJ FLa Oa PARCEL I PD I NO 1 9U[ This permit is hereby issued under the applicable provi1" sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Da. Date Receipt No. 1YN1-!•�, P, tY.. " ^'Y-1�3L530 V, �'!ir •I! -- _P�--��. co�7rYfl00-APPLICANT 11 April 4, 1990 I have not been able to locate a mobile home that I can afford to install on this space. I hope to be able to do so at a later date. Thank you, � r � Peggy H. Moore , COUNTY OF BUTTE - DEPART= OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 916P538-7541 Pearl'Moore 11489 Stagecoach Lane Oroville, CA 95965 With reference to the above subject: DATE C26, RE' Permit appin.#19.57-89 mobllehome installation A'P. 58-50-28 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 XXf_ 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. XXXX Plot plans inand mobilehome installation data Structural detai s 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. XXX Sanitation approval from.Butte County Health Department at: 196 Memorial Way,' Chico XXXX 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. OTHER Please submit the above i _the. peialilt. . The permit application expires 17n/90 and cannot �� - ha,—MILe — c ac x� Should you have any questions concerning the above, please contact of this office. Yours very truly, JFG/aj William Cheff Director of Public Works ,J.F. Glander Chief Building Inspector Jg„ .6-qO too c) caal -,5 uploo O AJ A,4,C gfiA-*?S 6-- 64- RESIDENTIAL - 58-50-28 1111-90MHI MOORE, Pearl, 11258 Nelson Bar -,;Rd, Oroville Contr; Cesar Mercado j (installation/MH) OFFICE COPY ! Address p Date–^L7 GAS !/' � Meter BY Date ELECTRIC J Meter BY — - — JOB. FINALE Signature t s ,I OK O = Not OK Not ApplReady MOBILE HOMES ' Not y 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. / P'Nat. or/ /" L"ft./ /"LPG 7. Utilitv Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOPILE HOME INSTALLATION Plans OK except #'s Z g Requirements -Setbacks Easements F o ' s; Size -Spacing -Marriage Line as; MH Test -Demand- aloe—Co vector ,�74 Electricity; MHT t -Crossovers -Break s -Clearances i Drain; MH Test -Fall -Flex Connector I 4-6.7 Water; MH Test -Regulator -Connector . W r and Sewer Connected -C/O to Grade -HD Approval PO�W,s Electricity Tagged pilas: insp.—Sketch Cert. of Occupancy Date Z 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-Panel boards- 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 RESIDENTIAL (Single ' = 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-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. 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 I Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors I 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 & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof 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 3' -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-Underfir. 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 if 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) MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS — 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA — 534-4541 PERMIT NO. Address or location of mobi lehome Owner's name Pu ✓ ��]!�n r �+ /� l } Owner's address i Insignia or hud number!! 33 -8 A Manufacturer's name 1l i r/, t r r Serial number of V.I.N. 1C,5 5 X /( 60 2,4'2 (20 Year of manufacture (Official Approving Installation) r (Date) IF THE MOBILEHOME IS MOVED OR RELOCATED, THE MOBILEHOME INSTALLATION ACCEPTANCE SHALL BECOME INVALID. THIS FORM SHALL NOT BE USED WHEN THE MOBILEHOME IS INSTALLED ON A FOUNDATION SYSTEM. '41, �a 513B White - Owner, Yellow - Installer, Pink - D.P.W. . „- �. �. -.�. �---+r-��_.-.- .. .. ,.c ,�S-'fes �•s'a,�r.'. _<,.e��.�„ ;$ .-r u -a-; .s.�s,_+i+,.-.h,.:..._r >..- 1� 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 :4 &Z2 OWNER PE 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 matt r; or need additional explanation, please contact this office immediately. V -41, AN✓ 4C>,6- ?7 /r, -tic, !a �r i r Jc- - Q < X16 Inspector Date��/170 3 COUNTY OF BUTTE .r 1 DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, OroviI le — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER' W Gf��[Z/�� PER ITNO. 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. C's, alit �rtvr i uri ST�Y%� C�1— �OOrG�e S Date b ( U Inspector 1G r COUNTY OF BUTTE %DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLiCAT14014, AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER �o ,(`! BUILDING PERMIT PO NER �( e /T //, /Y • TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING AD RESS Ila4s�6s- CONTRACTOR'SNAME TELEPHONE C.s. 533 CONTRACTOR'S MAILING ADDR SS // Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ C� ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ , ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS //.q7...S� /V��JC.SON / �i2. /ep, Permit fee PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 ®(� Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex[] Mobilehomeh� Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home Is G W 0.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installationg Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service e100 0ov OR LESS AMP OR LESS 10.00 Main service EA. ADD'L too AMP 2.50 CONTRACTORS LICENSE LAW I declar under penalty of perjury (check -one): • 1 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 F-1 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) ElI, 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.a OR ADDNS. ( ACC. BLDGS. /20sgft NEW CONSTR.MULTI-OUTLET NON.RESID BRANCH CIRC ITS 2.50 ea ER PARATUS e POWAP (SINGLE OUTLET CIR. Ex. Occup(ouTLETs OR FIXTURES eLO2ALO 30 Ex. Occup. OUTLETS P(RESID )FIXED APLNS REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 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. 1Xhave 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 Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the 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 'n consequence of the granting of this permit. Date' 6 3 Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct -DIRE ion of structures over 3 storie in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $�®X occuP. CONST.TYPEJ I ISSUE This permit is hereby issued under sions of the Butte County. Code and/or work indicated above for which OR O UBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS z Date —✓® O~ Receipt No. WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT ` COUNTY OF BUTTE - DEPARTMENT_OF PUBLIC WORKS - BUILDING DIVISION ' 7 COUNTY CENTER DRIVE-,OROI$LE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 CPERMIT APPLICATION DATA SHEET Permit No. OWNER 044e ,�IOr//eC� A. P. No.1 Proposed Building Use, BuiId.iing Inspector Date 3 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 du lica /triplicate, signed by preparer of plans ....... . 3. Complete plans in duplicate/triplicate, signed by preparer. of plans .. 1 4. Complete engineered plans and calcs, with wet signature on plans . . 5. Hazardous Material Form ....-n* .................................... 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 feesaid.................................................... 13. ''" School District fees paid .............. 14. Sanitati approval from_. ' 4:2ROJZ/� Health Department �3 o -70 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, Classifications ... Certificate of Workmans Compensation Insurance .................. 3. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 4. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ............................... . . 26. 27. ti When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone S33—ZSK2 and hold for pickup at office. Deliver w/inspector. Other Appl icantg .Date 40 Copy of Haz-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 �- 1. Index permit for above items No. - 2. o._2. Additional items required: to ,pe it issyi,Q,%e: (Circle new item not checked above). r, designer, owner, was advised of above required data by �hone___nail—counter by�..date � /7� % G Contractor, designer, owner, was advised of above required data by—phone _mall—counter by date Plans checked by Date Plans approved by % Date Sets of plans on hold in File cabinet _AP folder Copy—DPW TO BUildino Department FROM: Environmental Health SUBJECT:. Sanitation clearance -LY Owner Location AP# Plan Approved for: Sewage Disposal po a Water Supply Hold final for:. Water Supply Final clearance O.K. for: Water Supply Clearance for -Z' bedroom mobile home. Other NOTE * * * Sanitarian Date 5 15 - ' , J 3.5A r -Y 114 CORNER -74 3. IV .4c 10,7J In Inc CORNER 3z �:. O Z4 e: 5AC 0, 10 01A 2 Z.46 m 3._ "C 'gr 00, ik SAC CD -�\` O o ���.o SZ� f%eco!-��I \, � II —a 19AC -RS15 /ZOAC.:t 'c I �19 5.2AC L. 9A, r 5 • � PQ 29s a� z Q. 25-3SIAC POW\ UWA PM 93 -3 rn NO V% r58-� LOT I Cal 2s � "'' o � � it t "0 9.0 AA C. .0 NC 7 E ri Tungies Ind'c c d�scryPtions, D,-,rP! rcal m; s c -pping bour.r.1criPs ,,e,,e ov6r. c.r -eccrdi-id 3ullve OTTE COUNTY FM 79-253 SUOLD 1,41P CPA, flumENT hry c ,t cor �e - -- - ---- ina mai r Ic A P p R ON E -D Assessor's JOap No. 58-5 County of Butte Calif.? �R E 5'E 0: 6 -.88 W co 31. PM 93 -3 rn NO V% r58-� LOT I Cal 2s � "'' o � � it t "0 9.0 AA C. .0 NC 7 E ri Tungies Ind'c c d�scryPtions, D,-,rP! rcal m; s c -pping bour.r.1criPs ,,e,,e ov6r. c.r -eccrdi-id 3ullve OTTE COUNTY FM 79-253 SUOLD 1,41P CPA, flumENT hry c ,t cor �e - -- - ---- ina mai r Ic A P p R ON E -D Assessor's JOap No. 58-5 County of Butte Calif.? �R E 5'E 0: 6 -.88 This set of plans and specificationsMUST 08 ; ! ;NOTA: --All Materials A Workmanship S1'rat1:8e In kept on. the job, at alFtime� and it is ufftwfuf to + ! ;A idanc with Recognized Good Practfago \ make any changes or alterations on same witho>�R written permission from the DepartmOnt of Public ' ! ; I ivf:a-6uafity prescribed for the Specified use in ft IUnifo'rm By lding Piurrobing8 Mechar>eice! Works, County: of Otte. I the Nationfl Ele tricaf'Cod®. cr '�' �' 5 ppZ L -e f E LeCI Sew0.�OlrYI,q] In1ei I I l '2.` i I I I I i i 1 \ Cr I I % 1 ° � 19`x301 CL 40 ._ . A setba k of �S ft. from the i I j 9 , j props lined andia setback I of 50ft. from the rgad I i centerli 01 a shall be clear ( i ftructur or 02' fi s or equip nentlexce' eave oveffiano, I I - �y //+ // • I ! I + I I I i I I i • i i i i i I I I I I I I • � I I � i I I ! ( i I ` i i I • I I � ' f 1.7 I, i i � I I i I � . w..—_.�_ ......�...:,w�wm:n: - --_..,...i....u.�ww:ew�.n:+�Idlr�.+aar3uuoa Nrw✓.sr:ar..xc:l:...a.r:•s�br,:r �:a.... ` �.._� ._._._..�_.. A BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA PHONE: 538-7541. MOBILEHOME INSTALLATION SHEET 1. Owner's Name: 2. Installer's Name: 3. Is the site currently under permit? (If yes, furnish permit number Is the site an existing site? (If yes, furnish two plot plans.) /. M' oti�_ Yes F1 No ) OR Yes L No 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes No (If no, clarify 5. What is the mobilehome electrical rating? --------------- Amps 6. What is the mobilehome site service rating? ------------- �t9-?� Amps 7. What is the mobilehome site circuit breaker rating? ------ Amps 8. Is there any other electric load to be served by the UPJ mobilehome site service? -=-----------------,---))--------- - Yes No F] (If yes, identify the load and size: (Load) 30 (Amps) 9., What is the mobilehome site gas pipe size?--------------� (in.) 10. What is the type of gas service? ---------=--------- Natural LPG 11. What is the gas pipe length from meter or tank to the mobilehome?----------- ---------------------------------- (ft.).. * 12. What is the mobilehome gas demand? ---------------------- (BTU) *(This information not required if pipe. length less than 6 ft. on natural gas or less than 50 ft. on LPG:) BUTTE COUNTY BUILDING DEPARTMENT � APPR.0VED MOBILEHOME SUPPORT DATA If other than single wide, Mobilehome Mfr. -91 ye-j"'/e: ✓ furnish Setup Model No. Width— 1A (ft.) Box Length,4 M (ft.) Tagalong or Expando Size, H, Year ft. x ft. On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). FOOTINGS (check one) �1!Wood-pressure treated or foundation grade. 11 2. SUPPORTS (check one) R1. Concrete block. L�2„/Other (specify) Pier Footing Sizes and Locations j(Lu SINGLE -WIDE MULTI -WIDE n 10- Line 1 Line 1 e. Lin,! — — — — — — — — — — Line 2 Main Beams Line 2 Lincne 32 ^1 S -------------- 'a J Ll L\ �y �^Ytw,s-�' Main Beams �V V V ---'— ---- --- — —LineLine 2 �/ Line 1 .4 ...— i — -- — — — — — -- — Line - � Tag or Triple —' — — — —, — — — — Line 4 / Line 1 Line. 1 Piers: Size -Min. ------------ Spacing-Max - --------- Fr,mi Kinds -Max. ------- Line 2 Piers: Size -Min.------------ uX tpacing-Max ._--.-._ - From F.nde-Max. ---- - Line 3 W of loads: - Size -Min. ------------ Location (From Front) Line 4 PLerss: Line 5 Piers: (Under Bearing Walls Only) Size -Min ------------- Size -Min.------------------ k "x Spat j.% -Max.--------- „ Spacing -Max.--------------- �_ �� From Ends -Max.------- „ From Ends -Max.------------- ' " Linc 5 Roof Loads: Line 1 Openings: Other (specify) Size -Min. ------------------ "x. Each Side of Openings With Width Over--------- E= Line 3 Piers: (Under Bearing Wall Only) Size-Min------------------- 'Spacing-Max ---------------- From ------------------ 'Spacing-Max---------------- From Ends -Max.------------- Cx -- — --- S Ize-Mln.__..---_--___ IF)CaLion (From Front) x I.i I.x 1lX 11x Ix nx Ax.., -e Ir' Keg!ree �y Return to DPW Section requires prior t o i 674' l M4TZ ' AGRICULTURAL ,STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT 26-8.1 of the Butte County'. Coder this acknowledgement be recorded issuance of a building permit. A. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to incon- veniences or discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, 90-17261 f J • 90-017261 R e c ' Cash fAe' c o r d'e d Official ,Records County. of Butte Candace 'J . � Grubbs Recorder 8:016Lm,30-Apr-90 spraying, pruning, and harvesting which occasionally generate .dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: i _ ' t3 - 7 Date: <f. 1 3 '_'17'0 PRERTY OWNERS: State of (_Nd' kft On this the V3� day of 19C)C , before me, SS. the undersigned Notary'Public, personally appeared County of wz'N(L �k . (Kkm ® Personally known to me. Proved to me on the basis of satisfactory evidence. OFFICIAL SEAL to be the person(s) whose names) IARRYR.DUNCAN subscribed to the within instrument and acknowledged that S NOTARY PUSUC • CAUFORNIA surrecourrn executed the same for the purposes therein contained. IN WITNESS MyCmm�Der-20,1991 WHEREOF, I hereunto set my hand land official seal. r Present A.P. No. tary Public EN® OF DOCUMENT ', r e .:5:'00; spraying, pruning, and harvesting which occasionally generate .dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: i _ ' t3 - 7 Date: <f. 1 3 '_'17'0 PRERTY OWNERS: State of (_Nd' kft On this the V3� day of 19C)C , before me, SS. the undersigned Notary'Public, personally appeared County of wz'N(L �k . (Kkm ® Personally known to me. Proved to me on the basis of satisfactory evidence. OFFICIAL SEAL to be the person(s) whose names) IARRYR.DUNCAN subscribed to the within instrument and acknowledged that S NOTARY PUSUC • CAUFORNIA surrecourrn executed the same for the purposes therein contained. IN WITNESS MyCmm�Der-20,1991 WHEREOF, I hereunto set my hand land official seal. r Present A.P. No. tary Public EN® OF DOCUMENT • 1 is ••� �;+,�. ' ` � � • �Q� IF ,� BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. g66 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. 05�z3 __ _� ZONING n OWNER PHONE NO ow.91 a s D LG, -S 5Sz 1� 2 e l LOCATION OF BUILDING I S 2 vinPi A)) US OF BUILDING 1; m o s >° , eyr SIZE OF STIRUCTURE nV SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME X STEEL CONCRETE. OTHER (Specify) TYPE OF SIDINGGd ROOF COVE=f,11NCA, FLOOR TYPE ` Woo c11� nClZe: �i ESTIMATED COSTOF CONSTRUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: ` / FRONT 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 about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building ismade contact the B ilding Division and obtain any necessary permits, inspections, and approvals to com y it he it uiremeri in a ect t that time and before occupanc Date i�J& JC>6 Signature of Owner Permit Fee - SESWId �,l�q Receipt No. The above described AG Building is exempt from a building permit. By White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant Date �uT,rF0 Department of Development Services ° ° Building Division ° '`-vy ° 7 County Center Drive o Oroville, CA 95965 o .0 (530) 538-7541 (530) 538-2140 FAX.... OUHt GUARDRAIL DETAIL HANDOUT Nailing shall comply with Table UBC 23 -II -8-1. Lumber shall be at least Douglas Fir #2 or better (D.F. #2).. Minimum concrete compressive strength shall be 2,500 psi at 28 days. (UBC 1922.2.4) Minimum underfloor clearances from finish grade to wood joists is 18";'(UBC 2306.3) and minimum 12" from the finish grade to wood girders or treated wood js required. No wood shall be placed closer than 6" to earth unless it is foundation. grade or pressure treated. (UBC 2320.13) R 0 2 4' Max. Min. 4 x 4 post @ 5'- 0" o.c... Intermediate rails 36" Min. spacing shall Top of Deck SIDE VIEW Min. 2x pressure treated ledger Min. 2 - 3/8"x 2 ' lag bolts or screws. TYPICAL LEDGER IXI If the deck/porch is 30" Pier posts greater or greater above the than 3 feet in height finish grade a guardrail is need to be diagonally required. braced between posts I4 - 16d nails or an approved post base connection If using precast piers, / wet set precast pier into concrete footing Guardrail 1997 USC.xis 12" x 12" Footing all Min. embedment TYPICAL PIER FOOTING_ prevent the passage of a 4" diameter sphere. 4' Max. Tap or 3/4" clearance NJ Joist to'the edge of 1077771 77 ' 71 �he wood _- member joist Min. 2 - 1/2" dia. thru bolts required GUARDRAIL An approved past cap connection Girder •• or connect girder and post with 1/2" plywd gussett Post and 3 - 16d nails top &bottom 6" Min. 12" x 12" Footing all Min. embedment TYPICAL PIER FOOTING_ OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary. delay in processing and issuing your building permit. No building permit will be issued until this verification is received. j 1. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES �] NO [ ]. I HAVE N HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: - NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: DATE: NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND /N INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature ori plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: fiA) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate , ❑ 7. Metal bldg's: (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). r ❑ 9. Site plan and business license approval from the City of Biggs. t ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). 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). ❑t C Contractor's license information. (Number, Name Style, Classification). C1 7. Worker's:Compensation Carrier and:Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ .9. Letter of Signature authorization (if required). 11 '10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, 0 Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation'and site plan approval from the Environmental Health Department. If.you have questions or would like additional information regarding thisprocess; please contact a Permit 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 Refunds 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 check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSOUILDING F0RMS\B1dgAppJSubRgmts.doc Page 2 of 2 REV 8-12-05 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER INFORMATION Last Name First Name Address Lq Qc)2A-e t City. Slate Zip Phone `J 30 — �079'� f / Fax ia- E-mail N)q APPLICANT INFORMATION CONTRACTOR Name ' CO 11TH oJ02 m Address LI- w2lk, OOJ City tZ State ZiV Phone,05 � (ate -,9-//.7 Fax E-mail Planner tic. # A— CI s APPLICANT INFORMATION RCHITECT/ENGINEER Name City 2 Address SRA City Fla—x��-- � State Zip Phone Book Fax E-mail Planner State License Number APPLICANT INFORMATION Name I r 'G`-'2 )6L Address 1515 City 2 SL�te SRA Phone � � � fr .7 Fla—x��-- � E-mail '7�6 WIN.M. L!WFJAW rem, 14 WE M For o Ice use only: Zoning Property Address �d11-9Ay_T1Ae4- Flood Zone Cross Street ,,l Lvn 1 SRA Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: 'moi rr m rr-%m ni or%werr-f-w I nrf^I IIn=aIfCKITC PERMIT NO. BPG BIN # .PROJECT LOCATION AP# 668 -Jrt�O - d v ; — 000 Property Address �d11-9Ay_T1Ae4- ' Cross Street ,,l Lvn 1 WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Sq FT - Description or Scope of Work: Open ❑ Proposed Change of Occupancy (Note previous use):,,,,P l ,p6iU'C7J�L� 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. Gyro Received by: Amount:113 dg Receipt #: Date: I Total BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BPO53161` PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that 1licensed under Issued Date: 11/29/2005 APN: 058-500-035-000 provisions of Chapter 9 (commencing with Section 700000 ) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class : License Number. ' Site Address:' 11258. NELSON BAR RD CON Date: Contractor: 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 permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section . 7000) of Division 3 of ihe'Business and Professions Code) or that he or 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 Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who.does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of 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 not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Articl f he Bu 0 and P fessions Code Date: wner Yid -4.1 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 Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 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: Policy /J 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 thoseprovisions. Date: // ¢ 7`plos - a cam' : _ f Applicant: gdL44- 'OE7� 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. Map Index: Description: upgrade electric Owner: HUNTER MARLA DEE P0BOX 544 BANGOR, CA 95914 Applicant: HUNTER MARLA DEE P O BOX 544 BANGOR, CA 95914 Contractor: License #: Architect: Engineer: Total Square Ft: Valuation: Census Code: CONSTRUCTION LENDING AGENCY This I hereby affirm that there is a construction lending agency for the Res( performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By:_ Address: PERMIT 0 S.F. $0.00 S hereby issued der the pplicab provisions of the Butte County Code and/or to do work indi at(d abov for w h fees have been paid. FR ANpj Date: P • 7^ C___ % �© c- ❑ '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. 1 hereby certify that I have read this application, that the above Information Is correct, and that*l am the owne th my auth agent of thte owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substanc of fficial ff mor ocument o/j Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for Inspection purp se Print Name.: /y\a2U (;;4 oUP eT7 US)TP (/ Signature Date ❑ Contractor ❑ Agent for Owner 0 Agent for Contractor ,%W - BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP060201 B. C. Building Permit 01-16-04 pg 1 LICENSED CONTRACTORS DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 05/08/2006 APN: 058-500-035-000 the Business and Professions Code, and my license is in full force and effect.Site License Class_ : License Number: Address 11258 NELSON BAR RD CON Map Index: Date: Contractor: Description: DETACHED SHOP(2400) 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: HUNTER MARLA DEE permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a P O BOX 544 signed statement that he or she is licensed pursuant to the provisions of BANGOR, CA 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 95914 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).): K-1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: HUNTER MARLA DEE Code: The Contractors' State License Law does not apply to an P O BOX 544 owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, BANGOR, CA provided that such improvements are not intended or offered for 95914 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of (530) 679-2117 proving that he or she did not build or improve for the purpose of sale.). Cl 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: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article the Business Professi s C Date:-1fL-"60wner: License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. Engineer: ❑ 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 Total Square Ft: 2400 S.F. Policy #: Valuation: $57,600.00 Census Code: la -1-certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to 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. i 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. ` �/�� �� Q• / \ ��� �Gl CONSTRUCTION LENDING AGENCY - -- —This -permit is her, by issu undertheapplicable provisionsofthe Gutta County Code and/or I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolution o d wo mated ove for which fees have been paid. �y C U Name:te: BY Da PERMIT EXPIRES ON: Address: Date ❑ I 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 Butt ounty. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes: ��Al Print Name: �L��/�i Signature: Date:_ Oto caner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 I * i Oy`iV BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION "PLEASE PRINT CLEARLY" SM.IP �5.7Co - ARCHITECT/ENGINEER OWNER Last Name ! Flood Zone irst Name Address O . . City State Zip Phone�3 _ Faxes -%% _ O E-mail Class ARCHITECT/ENGINEER CONTRACTOR Name Flood Zone Address SRA City State Zip Phone Fax E-mail Lic. # Class State Licen a Number E-mail ARCHITECT/ENGINEER APP (CANT NAME Name e� S ✓1 Flood Zone Address 3 A UCf©C dV" SRA City �dwState No Zi Type Const. Phonesl�J? 6 Fax S2)-3— 6'9— 0 J E-mail State Licen a Number E-mail For office use only: APP (CANT NAME Name Flood Zone I K I SRA Addres / No City Type Const. State/g�:Ep?S ��JJ / Phones J Lot # Fax I E-mail L For office use only: Zoning Property d ress g Flood Zone I K I SRA ves No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BPOW20 I BW # LOCATION AP# O5e>T �Ob s035 — Property d ress g cityl 6 Cross Stree WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name -Mdress Sq. Footage OVER FOR SUBMITTAL REQUIREMENTS L, KAFORMSMILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Description or Scope of Work: ❑ 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. rL e . _. r % I - Receipt #:11%;!s Date:) -2.7 -0 Amount: 5 I .Q2 Bldg 2014 _9`l, SRA Sheriff SMIP rnrn�� Other 'VG 22."10) Total REV 6-16-04 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit: INCOMPLETE SUBMITTALS WILL NOT BEACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Res' ential, New, Remodels, Additions, and Accessory Structures: 1. 3 Site Plans, signed by the preparer. NO-GRAPHPAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ Sanitation and site plan approval from the Environmental Health Department. qa/ 9. Metal Buildings- �'1�Ietal Bldg Plans, (l)�d plans and calcs in triplicate, levations in triplicate, loor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑- 1. . 4 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3.. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (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. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMSMILDING F0RMS1BIdgApp1SubRgmts.doc Page 2 of 2 . REV 6-16-04 BPOfn02o� COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVIS16N 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: �Un+to ASSESSOR PARCEL NUMBER 096' 00 `035 Proposed Building Use: Shoo - t�Kj(bt'(;�- Permit Technician: �V • Date:-27-Ol) Itetds required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site planoor 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans.^II 3. Engineered plans, 3 or 4 sets, with wet signature on plans ANl�2 sets of sfamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in _ / • . duplicate. N 9. Metal bldgs: (A) Metal Bldg Plans, (B Fn&tans and calcs in triplicate, (C)-Elekvat ons in triplicate. (D)_Fldor-plans_in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑, 12. Hazardous Material Form 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other maining items needed to issue the permit. (May require additional plan inview upon receipt of the following items.) 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico applicable ❑ 16. Fire Sprinklers............................................................................................ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ❑ 19. Erosion Control Plan Required.................................."*"*................................ 20 Fees as shown on the attached Schedule of Fees Due Sheet .............................. A City of Chico Plumbing permit........................................................................ 2. Site plan and business license approval from the C ty of Biggs ......... ............ A L 23. California Department of Forestry Ian approva paid. Sent by: K•6..Z7.Q lanning approval for (A) Use: (B)Parking: (C) Parcel Check:...�Tz . s _ 2 Contact Land Development about _ Improvements, _ Drainage ........................ 2 NPDES Form...........,................................................................................... j 27. Encroachment Permit for driveway from the Public Works Dept ........................... 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number ..................................... ... 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: ('13 -5 ry When issued Telephone 7`1`2 0 I� �wnir and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applica�;t: it ��2P�i/ �/ Date: 1-6w / -0 L� 1. Index permi( application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, Rby Date: Plans reviewed by: Date: Plans approved by: 04 Date: Structural reviewed by Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division E.H. USE ONLY Plot Plan Attadred Floor Plan Attached Sent to 89/DS r� 06 TO:. Building Division — Development Services �- 6 7�P RC2 FROM: Environmental Health SUBJECT: S nitation Clearance e //� /�% �sd ,v /�•a � Dom'-- �aO °-0.3S5 Owner Location AP# Plan Approved for: Sewage Disposal: Clearance for dwelling. Other Water Supply: Public Private Well Hold final for: Final clearance O.K. for: NOTE: Environmental Health Sre ialist Building Clearance 9/2005 zz, Date BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION Y `t`' 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buftecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner HUNTER Application Date 1/27/2006 APN No: 058-500-035 Permit No: BP 06-0201 Permit Type: DETACHED SHOP 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $1,044.81 Plan Check portion of Permit Fee $417.92 $626.89 Balance of Building Permit Fee 2 FEMA RYes Flood Elevation Review $109.98 0 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 95.00 _ (State Responsibility Area) Building Inspection $109.98 $109.98 - $204.98 NON-REFUNDABLE portion of fees due at application $512.92 FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT Balance of Building Permit Fees (from No. 1 above) SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) Additional Plan Check Fees (NON-REFUNDABLE) Other*: Other*: 12 SCHOOL DISTRICT FEES* 12a RECREATION DISTRICT FEES* RECEIPT DATE Tech/Asst q y 30% 1/27/06 Kourtni $5.76 a� i KEGEIPT DATE Tech/Asst At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. L Applicant: Date: A 7 —t��O Pursuant to Gove n en code Section 66 you are hereby notified hose Items followed by an "*" may have been imposed on your protect. You have 90 days from the date of approval of the porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 121205 �Tr 1 u�te County Department of S'el 7 County Center Drive Oroville, CA 95965 °° (S30) 538-7601 Telephone COURT (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITFIOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, m County Fire, and Agriculture. I hereby acknowledge - 1 need to submit applications for septic and/or well to Butte County Environmental Health immediately. ® I art required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained e I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for'disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission ofam ended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other.. entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created., adherence to, all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: Building site address: oil [ have read, understood and accept the terms and conditions as expressed herein as indicated by my sub si n of the above -referenced building permit application and my signature below: T,. r ♦ „T,r Trl A'.Xr DATE Department of Public Works _o C o u n. t o f 6 u t'' t o a LAND DEVELOPMENT DIVISION Michael Crump, Director S,orm Water 1.Aana;ement Pro%Mm ®� 7 C6uny Center Drive Oroville, CA 95965 (530) 538-7266 p�CIC WOF�S (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase ll Construction Storm Water Permit and Storm Water Piollution Prevention Plan (SWPPP) Acknowledgement BLESSTHAl ACRE Project Description: Project Location andlorParcelNumber: By signing below, I, the project ownerlowner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit fron the State of California Regional Water Quality Control Bo, Phased plias ts shtotcontain l m e multiple site build -outs of less than one acre but when combinedsubsequent than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project. that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law Signed: �} Title: OVEW—AN OWNER -BUILDER VERIFICATION Attention Property Owner: Air "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 material for construction of this proposed property improvement: YES N] NO [ ]. 2. I HAVE [ HAVE NOT [ ] signed an application for a building permit for the proposed work. 3: I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: DATE: NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Butte County .Department of development Services ADMINISTRATION ° BUILDING' GIS ` PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your naive listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, *AY6ZERe Scott Rutherford Chief Building Inspector NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. � ter. -tet' %JT ENCROACHMENT PERMIT o� Fo 0 o County of Butte Department of Public Works /I 000 7 County Center Drive Oroville, CA 95965 y�1 U .�LIU9 Phone: (530) 538-7681 Fax: (530) 538-4356 All information except signature must be typed or legibly rinted Permit #: 0- 010 NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE STARTED Assessor's Parcel Property Owner'; Se: e Number (Required): a e PROPERTY Phone- d ✓'- // o / Property Address: Property //) C- 9 D OWNER Mai Ad (If Different)• /%a X � 3�9ov (� lvc �roUl���e g6165— S / , Work will be performed by: El contractor Property Owner Contractor's Name: Phone:6- Address: Fax: (v -71I—170 WORK Contractor's License Certificate of Insurance currently ❑ Yes No PERFORMED BY Number: on file with DepartmentT Applicant is: XProperty Owner ❑ Property Owner's Agent ❑ Contractor ❑ Other: I / WE, the ersigned, hereby apply t) the County of Butte for an encroachment permit to do the following work under or over the roads/6iNghAayA. all in accordance with County ordinances and general laws. Signa ture•" kz� Date Signed: I ry Road a ected: Time and Duration of Encroachment: tKPermanent Encroachment ❑ Temporary: From To LOCATION - Type of Encroachment: Driveway ❑ Roadway ❑ Culvert ❑ Fence ❑ Pipe/Pipeline ❑ Sign/Billboard ❑ Other r� ` Site Plans Ayes ❑ No h ` ;4 Attached: Jee PERMIT IS: ❑ GRANTED ❑ DENIED Conditions: In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) andspecial conditions written below, permission is hereby granted. 1. ❑ Underground Service Alert (U.S.A.) must be notified two working days prior to any excavation. 800-227-2600 2. X11 work shall conform to accompanying: XDetail Plans ❑ Special Conditions / 3. Other Conditions: A t & G PERMIT e � G` CONDITIONS �1 C e ' - ' (To be filled in by County) Aa,9 ow Date S �/ Expiration rv� /' V Surety: 17 (17 Issued: Date: (tea Date Paid: ® Amount Paid: Paid —rCheck By: t4AA,A No: Receipt No.: W 83 Mike Crump, Director of Public Works BY Road District: Inspecfed By: Inspects n ❑ Co ed - OK ❑ Completed — Not OK Results: ❑Additional Comments Attached FOr County Use .Unly" Comments: Note: If permits are faxed to any number besides (530) 538-4356, they can be delayed up to one week. Form: 200506EP Page I of 2 GENERAL CONDITIONS 1. It is understood and agreed that the County has prior right to the use of its rights of way. It is further understood and agreed by the Permittee that the doing of any work under this permit shall constitute an acceptance of all the provisions contained herein and failure on the Permittee's part to comply with any provision will be cause for revocation of this permit. Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. This permit is to be on job at all times while the work is being done. 2. All work shall be done subject to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The Permittee shall, at all times, during the progress of the work, keep the County Highway in as neat and clean a condition as is possible and upon completion of the work granted herein, shall leave the County Highway in a thoroughly neat, clean, and usable condition. 3. The Permittee agrees by the acceptance of this permit to property maintain any encroachment placed by the Permittee on any pad of the County Highway and to immediately repair any injury to any portion of the highway, which occurs as a result of the encroachment, until such time as the Permittee may be relieved of the responsibility of such encroachment by the County Department of Public Works. 4. It is further agreed by the Pernittee that whenever construction, reconstruction, or maintenance work upon the highway may require the installation provided herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Permittee. 5. No material used for fill or backfill in the construction of the encroachment shall be borrowed or taken from within the County right of way. 6. At least one lane of any public road, under the jurisdiction of the Board of Supervisors of Butte County, and other public roads junctioning or intersecting therewith, shall be kept open for travel by the general public at all times. No public road under the jurisdiction of the Board shall be closed to travel by the general public without special permission, in writing, from the Board of Supervisors. 7. The Permittee, by the acceptance of this permit, shall assume full responsibility for all liability for personal injury or damage to property which may arise out of the work herein permitted or which may arise out of the failure on the part of the Permittee to do the work provided for under this permit In the event any claim of such liability is made against the County of Butte or any department, official, or employee thereof, the Permittee shall defend, indemnify, and hold them and each of them harmless for such claim, 8. All excavations shall be backfilled and compacted immediately after work therein has been completed. Trenches shall not be left open farther than 300 feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special Conditions, backfill shall be place and mechanically compacted in such a manner that the relative compaction throughout the entire fill within the County road right of way shall conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilling and/or paving. a. The relative compaction from the bottom of excavation to a plane five feet (6) below finish surface grades shall be no less than ninety percent (90%) as determined by Test Method No. Calif. 216-C of the Materials and Research department, State of California, Transportation Department, Division of Highways, or other approved test method. b. The relative compaction from a plane five feet (5) below the finish surface grade to said finish surface grad shall be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shall bear all costs and responsibility for compaction tests. c The relative compaction from a plane five feet (5) below the finish surface grade to said finish surface grad shall be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shall bear all costs and responsibility for compaction tests. Material for use as trench backfill in any existing or proposed roadway section shall be sand, shall be place in 8" lifts, and be compacted to a relative compaction of not less than 95%. Material for use as backfill in roadside gutter excavations shall be the native material and be compacted to a relative compaction of not less than 90%. Any pavement cutting shall be scored, or saw cut before trenching. Minimum depth of cover over all underground facilities shall be 30 inches, except drainage culverts. All installations, parallel with roadway, shall be placed as close to the right-of-way line as possible. No portion of the backfill(s) shall be compacted by ponding orjetting. All pavements, curbs, gutters, sidewalks, borrow ditches, pipes, headwalls, road signs, trees, shrubbery, and/or other permanent road facilities impaired by or as a result of construction operations at the construction site(s), or at other,ground(s) occupied by materials and/or equipment, shall be restored immediately upon backfilling or the excavation to the original grades and cross sections, and to a condition as good as, or better than, existed prior to the construction. All surfacing materials of roadways and driveway approaches cut or damaged by or as a result of construction operations, shall be replaced within ONE WEEK following the backfilling of excavation, weather permitting, with compacted layers of surfacing materials at least as thick as the existing, and no less than two inches (21 of asphalt concrete over eight inches (8') of aggregate base, according to current California State Specifications. B Whenever necessary to secure permission from abutting property owners, such authority must be secured by the `Peirmittee prior to starting work. 10. The future safety and convenience of the traveling public shall be given every consideration in the location and type of construction. Permittee shall cause to be placed, erected, and maintained all warning. signals, lights, barricades, signs, and other devices or measures essential to safeguard travel by the general public over and at the site ofwork authori2ed herein. 11. If the construction work covered by this permit is to be done by a private contractor hired by the applicant, applicant shall notify contractor as to the special conditions and requirements contained herein. Page 2 of 2 i 61,993 acres total APN=058-500-035-000 MARLA DEE HUNTER P,O,BOX 544 BANGOR, CA 95914 _ 530-679-2117 N A •% WUKKSHUN-6ARAU NELSON LANDS OF WORCESTER OBLDG. 224 SQ.FT, WER 0- W -AAL EE ING TREE 26 R 3 P NOT YET REMOVED O BY PG&E �- EDGE OF EXISTING FLOW LINE DITCH PIPE IF REQUIRED, SIZE AND LENGTH TO BE DETERMINED IN THE FIELD BY COUNTY ROAD FOREMAN AREA TO BE PAVED R/W i I �- PROPERTY LINE I NOTES: 1. PIPE TO BE C.M.P. OR EQUAL (12"DIA. MIN.) 2. PAVING SHALL CONSTIST OF 4" OF AGGREGATE BASE, MIN., AND 2". OF ASPHALT CONCRETE, MIN. 3. IF THE ATTACHED DRIVEWAY ENCROACHMENT PERMIT IS ONLY TO REPLACE A DRAINAGE CULVERT IN AN EXISTING DRIVEWAY THEN THE STRUCTURAL BE THE HE SAME AS THE EXISTING DRIVEWAY STRUCTURAL SECTION. p,xTME+r ol STANDARD - FOR: °OgvTrF PRIVATE DRIVEWAY DETAILS o COUNTY STANDARD NO. 00° S-31 00141 N.T.S. REVISED 05-25-2oo4 ``moi= W°"` SITE PLAN REVIEW APPLICATION Date: -7 AN Permit Number (if applicable) 4& Bin Number APPLICANT INFORMATION Owners Name: Owners Address: Telephone No.: Site Address: Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary' Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other Parcel Size: ❑ Commercial Remodel ❑ Industrial Remodel ❑ Septic ❑ Well Agricultural Exempt Building ❑ Agricultural Buffer Form Other:—A- G-- U tc k6 ffL�O j Brief Explanation/Issue: Zone: GP: DEVELOPMENT SERVICES INFORMATION (For Staff Use) " Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Resolved By Date 20 1 _ ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Williamson Act Minimum Acreage: ❑ Residence can be built per contract ❑ Watershed Protection Overlay Zone SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: • Flood Zone: • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan ❑ Chapman/Mulberry ❑ Cohasset Area Use Requires: ❑ Use Permit ❑ Variance ❑ Agricultural Worker Affidavit ❑ Administrative Permit ❑ Minor Use Permit ❑ Minor Variance Zoning: LW-' t: General Plan: Icefie- Applicable Building Setbacks: ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 .f Zoning Code Streets & Highways Fire Prevention Subdivision Map Front �, Side CO 7�d Side Street Rear 30 1 Height Waterway N/A N/A N/A ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 .f Parcel Created By: f Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑.No ❑ Yes Comments:%v o � � C. i�(� h -6,0,C7,= ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger . ❑ Obtain a Lot Line Adjustment ❑ Construct road to: ❑ Meet Parcel size required by zone R. Meet current Environmental Health Department requirements L1 Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: Page: 3 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING March 8, 2006 Dee Hunter P.O. Box 544 Bangor, CA 95914 Subject: Building Permit 06-0201 (APN 058-54'0-035); Shop -Detached Dear Applicant/Representative: The Butte County Department of Development)�iervices, Planning Division, has reviewed the submitted permit application, and requires t /e following revisions to your site plan, or information in order to continue the review( is may be for notification purposes, please see below): ❑ Creation Deed ® Site Plan Resubmit — Follow Requirements ❑ Erosion Control Plan ❑ Setback Conformance ❑ Watershed Protection Zone ❑ Front Yard ❑ Cohasset Specific Plan ❑ Side Yard ❑ Subdivision Map Note ❑ Rear Yard ❑ Off -Street Parking; Development Stands ❑ Special Setback or Parcel Limitation ❑ Parking for Specified Use ❑ Federal Aid Road/Arterial ❑ Lot & Landscaping Requiremqhts ❑ Easement ❑ Oak Tree Plan ❑ Subdivision Map Condition/Note ❑ SRA Setback* ❑North Chico Specific Plan — Erosion Control ❑ Fire Sprinklers* ❑ Notification Only — No Action Required ❑ Other: rare sprinklers, and the J'KA notification is for informational The requested information, or be given some brief directic submitted or. returned to the between the hours of 8:00 am appropriate Department/Divisi Sin rel Chris Tol ey Associate Planner Cc. Ask 4 Engineering, Inc. are not requirements Jor the Planning Division approval, and this however it may be required for the issuance of a building permit. cfification, is described on the included hand-outs. You will also 1 on the following page, of how the information should be Founty. Should you. have further questions please contact me and 4:00 p.m. Monday through Friday of (530) 538-7603, or the a identified in the hand -hut. �� Vv - ?U - 75 ". 1 l I C. (p yy J �� - REVIEWED BY �r t , t x ., t�„ �„-_ ,• Firs Protection Planning Officer CDF, Bufte Cou rty Fire Thisproject is approved with �;ompfipn-ie01 . Of conditions on attached sheet Date -- 'a 112 IN C -\ p! fi i r t c p .. � b r '1 a ✓ r c" v Y OWNERS UNKNOWN BY HUNTER' . 1895 FEET µ LANDS OF BROOKS PRESENTLY UNUSED DUE TO CONCOW FIRE 00 LANDS EF WORCESTER co rri PRESENT USE = AGRICULT rri SPRING CIRCA 1 0 61,993 acres total \ �� APN=058-500-035-000 MARLA DEE HUNTER \\\ P,O,BOX 544 BANGOR, CA 95914 \ \ 530-679-2117 \ 90FT, 461,23 FEET 8 ,72FT, 107,23FT, \ r , DS OF HUNTER PRESENT USE ='AGRICULTURE \ PROPOSED WOfC(CSHOP 400 SOFT, 'PROPOSED SEP ^� LEACH F LII 340 F \ O STR 1 5�33.3 Fn 9 � � 61 �, EX GBLDG. 224 SOFT, Y PN DRIVEWAY TO BE 'A'BASE GRAVEL :?ATE OWNERS UNKNOWN $Y HUNTER 7G BE 'A'BASC GRAVEL eurrE COUNTY BUILDING DIVISION APPROVEi) INSTALL PURLIN FLANGE ROOF SNOW L.OAI�): 20p5f INSTALL PURLIN FANGE _--- (-� 'BRACING TO INSIDE SOIL BEARING FRE55URE: 1000 pelf BRACING TO INSIDE MEMBER SCHEDULE f LANCE AT MIDSPAN OF VERTICAL MULLION (SEE DETAIL 0/2 FLANGE AT MIDSPAN OF FOR TOP CONN. AND 6/2 FOR BASE CONN) PURLINS, PER DETAIL N/2 EXTEND ROOF PURLINS PURL I N5 PER DETAIL N/2 E XTEND ROOF PURLINS MEMBER SCHEDULE AT ROOF PEAK PER AT ROOF PEAK PER DOOR FOUNDATION PLAN 1/1, HEIGHT FOUNDATION PLAN 1/I, HEADER TYP. AT BOTH 5112E5 ON SHEET 2 TYP. AT BOTH, SIDES �— T1'PE GIRT JAMBS ROOF PURLINS PER ROOF SNOW L.OAI�): 20p5f WIND SPEED: 80 mph _--- (-� SEISMIC ZONE: SOIL BEARING FRE55URE: 1000 pelf ROOF PURLINS PER MEMBER SCHEDULE i VERTICAL MULLION (SEE DETAIL 0/2 OENDWALL A FOR TOP CONN. AND 6/2 FOR BASE CONN) © ENDINALL MULLION F YBRAGING PER DETAIL K/2 (SEE DETAIL K/2 FOR GLEARSPAN FRAME MEMBER I B REMENTS RAGING REOUI ) MEMBER SCHEDULE ON SHEET 2 POOR SCHF-i;)UL E DOOR WIDTH HEIGHT OPENING HEADER OPENING ON SHEET 2 _ 0 Q �— T1'PE GIRT JAMBS 14'-0" 14'-01' 5ECTIONAL DOOR h 004Xi4 14'-O" ' SiDEWALL GIRTS'PER SECTIONAL DOOR SINGLE 004X14 9 5 PA DOOR 3 COLOR DOUBLE C04X 16 U) S DEWA LL GIRT5 PER I PA DOOR 3 COLOR , 604X16 d4'-0" 0 3'-O" wltyDow "MEMBER SCHEDULE ON ( 6 O I 3'-0" wlr�Dow i MEMBER SCHEDULE ON SHEET 2 U) w 3'-0" WINDOW SHEET 2 004X15 ® 4'-0" 3'-O" NINDOW SINGLE 004X18 9 O 41-011 31 -O, wINDowSINGLE G04X 18 O10 4'-0" 3'-0" WINDOW 1 r 004X18 CHECKED SMI DATE 12/16/2005 JOB NO. UPSB1335 1 N OVERHANG INFORMATION. L E WA NPIGA D LL 3 _I I CONTINUE PURLINS BEYOND r N S ENDWALL FRAME ISr MAX.. AND ENCLOSE INSTALL GIRT FLANGE PURLIN ENDS WITH 1(bcjo. TRACK WITH IYY r r, BRACING TO INSIDE - INC TYP. FLANGES (MIN. 12 -0 LONG CONTINUOUS FROM INSTALL GIRT FLANGE X BRAG , # END OF SIDEWALL OVERHANG, INSTALL 14 BRACING TO INSIDE FLANGE AT MIDSPAN OF A M X .BRACING TYP. , DETAIL 2 SEE DE / H TRACK FLANGE TO PURLIN SCREW AT EACH L ) P N F A MIDS A O NG T M FLANGE GI T5 PER DETAIL 2 SEE DETAIL /2 R NI 2) INFILL WITH PURLIN MATERIAL BETWEEN GIRTS, PER DETAIL N/2 PURLINS ABOVE ENDWALL RAFTER TO SEAL OFF BUILDING OR ENCLOSE BOTTOM OF OVERHANG WITH MATERIA OF CUSTOMER 5 I CHOICE. I ,� EXTERIOR ELEVATION al LL XTP ELEVATION 3 �aIL7�>�I L1. 2 SCALE: LE 1/5" ! _SCALE 1/8 I_O � ADD ROOF PURLIN IN END 5AY5 TYP. BOTH SIDES - -O 3 O 3 OF PEAK B 2 , B -1. ROOF PURLINS TO PEAK C PERSG REDUCE 2" A l2 _ 4 85 ' F OJ GT L S I &N CRITERIA ROOF SNOW L.OAI�): 20p5f WIND SPEED: 80 mph W I NID EXFOSURE : B SEISMIC ZONE: SOIL BEARING FRE55URE: 1000 pelf i? TA I L. `(9 i VERTICAL MULLION (SEE DETAIL 0/2 OENDWALL A FOR TOP CONN. AND 6/2 FOR BASE CONN) © ENDINALL MULLION F YBRAGING PER DETAIL K/2 (SEE DETAIL K/2 FOR GLEARSPAN FRAME MEMBER �Y t11 4 B REMENTS RAGING REOUI ) OX -BRACING IN ROOF ABOVE (5EE DETAIL M/2) POOR SCHF-i;)UL E DOOR WIDTH HEIGHT OPENING HEADER OPENING _ 0 Q �— T1'PE GIRT JAMBS 14'-0" 14'-01' 5ECTIONAL DOOR h 004Xi4 14'-O" 14'-0" SECTIONAL DOOR SINGLE 004X14 9 5 PA DOOR 3 COLOR DOUBLE C04X 16 U) V PA DOOR 3 COLOR DOUBLE 604X16 d4'-0" 0 3'-O" wltyDow SINGLE 604X18 6 O 4'-O" 3'-0" wlr�Dow 51NGLE 004X18 INSTALL GIRT FLANGE PURLIN ENDS WITH 1(bcjo. TRACK WITH IYY r r, BRACING TO INSIDE - INC TYP. FLANGES (MIN. 12 -0 LONG CONTINUOUS FROM INSTALL GIRT FLANGE X BRAG , # END OF SIDEWALL OVERHANG, INSTALL 14 BRACING TO INSIDE FLANGE AT MIDSPAN OF A M X .BRACING TYP. , DETAIL 2 SEE DE / H TRACK FLANGE TO PURLIN SCREW AT EACH L ) P N F A MIDS A O NG T M FLANGE GI T5 PER DETAIL 2 SEE DETAIL /2 R NI 2) INFILL WITH PURLIN MATERIAL BETWEEN GIRTS, PER DETAIL N/2 PURLINS ABOVE ENDWALL RAFTER TO SEAL OFF BUILDING OR ENCLOSE BOTTOM OF OVERHANG WITH MATERIA OF CUSTOMER 5 I CHOICE. I ,� EXTERIOR ELEVATION al LL XTP ELEVATION 3 �aIL7�>�I L1. 2 SCALE: LE 1/5" ! _SCALE 1/8 I_O � ADD ROOF PURLIN IN END 5AY5 TYP. BOTH SIDES - -O 3 O 3 OF PEAK B 2 , B -1. ROOF PURLINS TO PEAK C PERSG REDUCE 2" A l2 _ 4 85 ' F OJ GT L S I &N CRITERIA ROOF SNOW L.OAI�): 20p5f WIND SPEED: 80 mph W I NID EXFOSURE : B SEISMIC ZONE: SOIL BEARING FRE55URE: 1000 pelf i? TA I L. `(9 — VERTICAL MULLION (SEE DETAIL 0/2 OENDWALL A FOR TOP CONN. AND 6/2 FOR BASE CONN) © ENDINALL MULLION F YBRAGING PER DETAIL K/2 (SEE DETAIL K/2 FOR GLEARSPAN FRAME MEMBER �Y t11 4 B REMENTS RAGING REOUI ) OX -BRACING IN ROOF ABOVE (5EE DETAIL M/2) POOR SCHF-i;)UL E DOOR WIDTH HEIGHT OPENING HEADER OPENING _ 0 Q �— T1'PE GIRT JAMBS 14'-0" 14'-01' 5ECTIONAL DOOR SINGLE 004Xi4 14'-O" 14'-0" SECTIONAL DOOR SINGLE 004X14 C'^ PA DOOR 3 COLOR DOUBLE C04X 16 U) V PA DOOR 3 COLOR DOUBLE 604X16 d4'-0" 0 3'-O" wltyDow SINGLE 604X18 6 O 4'-O" 3'-0" wlr�Dow 51NGLE 004X18 O4'-0" U) w 3'-0" WINDOW SINGLE 004X15 ® 4'-0" 3'-O" NINDOW SINGLE 004X18 9 O 41-011 31 -O, wINDowSINGLE G04X 18 O10 4'-0" 3'-0" WINDOW SINGLE 004X18 ESSI 2 NOTES: - TOEAV E I ORO E FRAMING INFORMATION. 1 SEE DETAIL JJ2 OR POOR PENIN i 2I SIZ_ OF HEADER GIRT MEM B�R TO BE SAME AS 5}DEW ALL OREN DWALL , T P r s --r 1- _ C•a1f2T AS A. P '.?FRtAT E � N �� ,-4 _ hs J N _!-a r 'AND WINDOW JAMB5 SHALL HAVE 4 W�£ FLA NGE5 ALL 43 ALL 6 DOO� DOO? AND ALL WINDOW JAMBS SHALL HAVE 2.5. WIDC FLANGES. 2 Z' E ppO l Or (51 DEwALL) 4 AT OP NINGS NOTED t TEAR OF ATTACHING DOOR JAM E35STO HEADER GIRT AOV OPENING ATTACH DOOR JAMBS TO UNDERSI DEOF MEZZANINE N O GIRDER ORENDWALL RAFTERS WHICHEVER IS APPLICABLE. 2 Z r15 Orr rr rr r ; _ 5 O . t F . N LIEU OF BOTTOM G IRT T.O. CONCRETE 3 SHOWN JUST ABOVE EDGE ' 'ENDWALL, GIRT5 PER OF SLAB IN DETAIL N/2- MEMBER :SCHEDULE X -BRACING TYP. 1 ON SHEET 2 SEE DETAIL M/2 4 FRAME FRAME q FRAME INSTALL L3x3xi6 ga. BASE ANGLE WITH POWERS 1/4 INSTALL GIRT FLANGE DIAM. X I LONG MUSHROOM BRACING TO IN51DE HEAD 'SPIKE' ANCHORS AT FLANGE AT MIDSPAN OF 4 9 — — — — — — — — 5 - — - — r. -- — -- ------ -- -- 48 O.G. OMIT AT DOORS) O- -O - N A X RAGI G T I N B PER L 2 G 1 RTS PE E I .. .. .. NP?4 INTERIOR ELEVATION II SCALE: IIB"►' -O" I \ x 16" ENDWALL ROOF 7 ) I \ \ I I OVERHANGS PER ELEVATION 2/I I I .. - .. ADD ROOF PURLIN IN END rr r rr BA) -5, TYP. BOTH SI DES 3-0 3-O OF PEAK BROOFz ROOF i 2 o / I 5 ROOF PEAK _ 4 I \ O W PEAK r O I 1 IPEAK 31-0 ROOF PURLINSTO PEAK PER 50HEOULE C I2 TYP. (4) A / I I LOCATIONS 2 —14.85 I I I TO EAVE j I I x I i I I Y -rrP. a\\ dI I SLAB \ i E O Z I Z 2 o I .1-- ----------------.<--------- -- ----I. _ -- 6 ---- X -BRAG I NG -- -J ENDWALL GIRTS PER T.O. CONCRETE X -BRACING T1'P., 18" SIDEWALL ROOF BUTTE COUNTY MEMBER SCHEDULE e.rit.olNc7 DIVfSit)!V ON SHEET E SEE DETAIL M/2 OVERHANGS PER DETAIL X/2 E "T FLAN IR ALL INSTGT GE NOTE: SEYP. S -SECTION AT C.5. GROS/q OVEO -- -...- -- ..._•__ --- - - --- - --_ PPR ate: l os TJ � 4 � EXP. /31 2006 s9 SjR TTil4��' F CAL- N t(1 — ;cN � cu to �O X13 v s m tf1 �Y t11 4 � � tL p ly m a r V ' Z w _ 0 Q �— —j >- z D o '— Z D < m U C'^ 0 U) V O C)W 0 J 0 < m J z -J i 0= U) w W �-- z z oo <C Lo V � � �1U 1� O (.)� w - m I<< o C) CL � 0 o � DRAWN cjh / jti CHECKED SMI DATE 12/16/2005 JOB NO. UPSB1335 B 2 A 2 F 2 NOTE: SEE DETAIL K/2 FOR CLEARSPAN FRAME COLUMN AND RAFTER FLYBRACING REQUIREMENTS. TYP. CROSS-SECTION AT C.S. FRAME SCALE: NO SCALE MEMBER AND MATERIAL SCHEDULE STRUCTURALGENERAL NOTES 1 C.S. FRAME RAFTER Double 10in 12C CITE 2 C.S. FRAME COLUMN Double 10in 12G CEE 3 C.S. FRAME KNEE BRACE Double bin 16G CEE 4 # OF KNEE BRACE SCREWS 12 5 C.S. FRAME APEX BRACE Double bin 16G CEE 6 # OF APEX BRACE SCREWS 4 7 ENDWALL RAFTERS 10in 12G CEE 8 ENDWALL COLUMNS 10in 12G CEE 9 ENDWALL VERTICAL MULLIONS Single Bin 14G CEE 10 ANCHOR BOLTS i PER RETS.) Powers 5/81n x Sin Wedge Bolt 11 EAVE PURLIN 61n 16C CEE 12 TYP. ROOF PURLIN SIZE 61n 14G LGSI ZEE 13 MAIN BUILDING PURLIN SPACING 5.29 ft. Max. 14 TYP. SIDEWALL GIRT SIZE 4in 16G LGSI ZEE 15 MAIN BUILDING SIDE GIRT SPACING 3.92 ft. Max. 16 TYP. ENDWALL GIRT SIZE 4in 16G LGSI ZEE 17 MAIN BUILDING END GIRT SPACING 3.92 ft. Max. 18 X -BRACING STRAP Single 1.5" X 14 ga. STRAP 1. GOVERNING CODE: 2001 CALIFORNIA BUILDING CODE 2. DRAWING OWNERSHIP: THESE DRAWINGS ARE THE PROPERTY OF C.L.L. LIMITED. ENGINEERING SEAL IS ONLY VALID WHEN BUILDING IS FABRICATED UNDER THE DIRECTION OF C.L.L. LIMITED. DRAWINGS ARE PROVIDED FOR SOLE PURPOSE OF OBTAINING BUILDING PERMITS. ANY OTHFR USE OR REPRODUCTION IS PROHIBITED WITHOUT WRITTEN AUTHORIZATION FROM C.L.L'. LIMITED. 3. DRAWING SLAL REQUIREMENTS: THESE DRAWINGS ARE NOT VALID UNLESS SEAL IS WET SIGNED BY ,THE ENGINEER. ALL COPIES SHALL BEAR WET SIGNATURE OF ENGINEER. IF A COPY OF THESE DRAWINGS IS DISTRIBUTED WITHOUT THE PROPER WET SIGNATURE, THE DRAWING IS CONSIDERED INVALID. THE DUPLICATION OR COPYING OF THIS DRAWING COULD MEAN THAT THE CONTENT OF THE ORIGINAL DRAWING HAS BEEN MODIFIED. THE ENGINEER ACCEPTS NO LIABILITY OR RESPONSIBILITY FOR DRAWINGS WITHOUT A WET SIGNATURE. WET SIGNED DRAWINGS ARE SIGNED IN RED INK FOR EASE OF DETERMINING VALIDITY OF SIGNATURE. 4. CONTRACTOR RESPONSIBILITIES: CONTRACTOR SHALL VERIFY AND CONFIRM ALL EXISTING CONDITIONS AND DIMENSIONS. ASK4 ENGINEERING, INC. (ENGINEER) SHALL BE NOTIFIED OF ANY DISCREPANCIES BETWEEN DRAWINGS AND EXISTING CONDITIONS PRIOR TO START OF WORK. CONTRACTOR MUST SUBMIT IN WRITING ANY REQUEST FOR MODIFICATION TO THE PLANS AND/OR SPECIFICATIONS AND NO STRUCTURAL CHANGES FROM THE APPROVED PLANS SHALL BE MADE IN THE FIELD UNLESS, PRIOR TO MAKING CHANGES, WRITTEN APPROVAL IS OBTAINED FROM THE ENGINEER. SHOP DRAWINGS SUBMITTED TO THE ENGINEER FOR REVIEW DO NOT CONSTITUTE "IN WRITING" UNLESS IT IS NOTED THAT SPECIFIC CHANGES ARE BEING REQUESTED. IF CHANGES ARE MADE WITHOUT WRITTEN APPROVAL, SUCH CHANGES SHALL BE THE LEGAL AND FINANCIAL RESPONSIBILITY OF THE CONTRACTOR OR SUB -CONTRACTORS INVOLVED AND IT SHALL BE THEIR FULL RESPONSIBILITY TO REPLACE OR REPAIR THE CONDITION AS DIRECTED BY THE ENGINEER. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING ERECTION. THESE TEMPORARY PROVISIONS SHALL REMAIN' IN PLACE UNTIL SUFFICIENT PERMANENT MEMBERS ARE ERECTED TO INSURE THE SAFETY OF THE PARTIALLY ERECTED STRUCTURES, CONTRACTOR IS RESPONSIBLE FOR MEETING ALL LAWS REGULATING THE ERECTION OF STEEL BUILDINGS. THESE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. BUILDING IS NOT CONSIDERED COMPLETE UNTIL THE INSTALLATION OF ALL COMPONENTS AND DETAILS SHOWN HEREIN ARE INSTALLED ACCORDING TO THE .DRAWINGS. 5. ENGINEERING: THE SUPPLYING OF STAMPED ENGINEERING CALCULATIONS AND DRAWINGS FOR THIS METAL BUILDING DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT ASK4 ENGINEERING, INC. IS ACTING AS THE ENGINEER OR ARCHITECT OF RECORD OR THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE FOR THE WHOLE OF THE PROJECT. THIS BUILDING HAS BEEN REVIEWED BY ASK4 ENGINEERING, INC. FOR CONFORMITY ONLY TO THE STRUCTURAL DESIGN PORTIONS OF THE GOVERNING CODE. THE BUILDING OWNER IS RESPONSIBLE TO SEEK PROFESSIONAL ADVICE IN ADDRESSING ANY OTHER CODE REQUIREMENTS "C.S." = CLEARSPAN (INCLUDING, BUT NOT LIMITED TO, FIRE AND LIFE SAFETY, ENVIRONMENTAL, ACCESSIBILITY, OR ELECTRICAL) THAT MAY APPLY TO THIS PROJECT. DRAWINGS SCALES INDICATED ON DRAWINGS ARE APPROXIMATE AND INTENDED TO BE USED FOR REFERENCE ONLY. DO NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES. THESE DOCUMENTS ARE STAMPED ONLY AS TO THE COMPONENTS FURNISHED BY OUTBACK BUILDINGS. IT IS THE RESPONSIBILITY OF THE PURCHASER TO COORDINATE DRAWINGS PROVIDED BY ASK4 ENGINEERING, INC. WiTH `OTHER PLANS AND/OR OTHER COMPONENTS THAT ARE PART OF THE OVERALL PROJECT. IN CASES OF DISCREPANCIES, DRAWINGS PROVIDED BY OUTBACK BUILDINGS SHALL GOVERN. THE UNDERSIGNED ENGINEER WILL NOT SUPERVISE THE FABRICATION OR ERECTION OF THIS STRUCTURE. ANY OBSERVATION VISITS TO THE PROJECT SITE BY THE UNDERSIGNED ENGINEER ARE NOT TO BE CONSTRUED AS BEING INSPECTIONS FOR THE CONSTRUCTION OF ANY COMPONENT OF THIS BUILDING. 6. INSPECTIONS: EXCEPT IF NOTED IN MEMBER SCHEDULE TO LEFT, NO SPECIAL INSPECTIONS ARE REQUIRED BY THE GOVERNING CODE ON THIS JOB. ANY OTHER INSPECTIONS REQUESTED BY BUILDING DEPARTMENT SHALL BE AT OWNER'S EXPENSE. 7. SOIL REQUIREMENTS: ALLOWABLE SOiL BEARING VALUE INDICATED ON DRAWING SHEET 1 OCCURS AT 12" BELOW FINISH GRADE, OR EXISTING NATURAL GRADE. OR AT FROST DEPTH SPECIFIED BY BUILDING DEPARTMENT, WHICHEVER IS THE LOWEST ELEVATION. ROUND CONCRETE PIER FOUNDATION EMBEDMENT DEPTHS DO NOT APPLY TO LOCATIONS WHERE ORGANIC OR UNNATURAL FILL EXISTS OR T 1 H T CLEARSPAN I NOTE: INSTALL FLYBRACING AS SHOWN AT .ALL CLEARSPAN NOTE: INSTALL FLYBRACING AS OWN A ALL CLEA T NO A T IRT T 36" 36" FRAME COLUMNS AND RAFTERS. ATTACH TO GIRT A FRAME COLUMNS AND RAFTERS. ATTACH 0 G A NO / MEW FROM OUTSIDE OF BUILDING HIGHER THAN 8' ELEVATION ABOVE FOUNDATION AND SPACE AT HIGHER THAN $' ELEVATION ABOVE FOUNDATION AND SPACE AT - -__ _ ._ ____-,---__---__--- -__-__ BOTH COLUMNS AND RAFTERS AT NOT MORE THAN 8'-0" O.C. BOTH COLUMNS AND RAFTERS AT NOT MORE THAN 8'-0" O.C. TOP PANEL AT SIDE LAP TOP PANEL AT SIDE LAP I SINGLEOR DOUBLE (NESTED) 'HEADERR GIRT' WALLGIRT OR {2)�14TEKS ' WLGI TR 14 TE S ' STRAP TYPE END SCREWS 1.5" X 16 go. STRAP _t3)_#14 SCREWS 2" X 16 go. WHERE WALLS OF THE HOLE WILL NOT STAND WITHOUT SUPPLEMENTAL SUPPORT. 4 14 SCREWS 1.5" X 14 go. STRAP 4 14 SCREWS 2X 14 a. STRAP TRAP 8. CONCRETE REQUIREMENTS. ALL CONCRETE SHALL HAVE A MIN. 28 -DAY STRENGTH OF 2500 psi. HIGHER STRENGTH CONCRETE MAY BE USED, AT OWNER'S DISCRETION, FOR FINISH AND DURABILITY PURPOSES. CEMENT SHALL COMPLY WITH ASTM C150, TYPE 2, AND SHALL CONTAIN NO FLYASH. ALL CONCRETE PLACEMENT SHALL BE PERFORMED IN ACCORDANCE WITH ACI STANDARD 301-89,"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", WHICH IS HEREBY MADE A PART OF THESE DOCUMENTS. ENDWALL __ CONCRETE REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60 FOR #4 BARS AND LARGER, GRADE 40 FOR #3 BARS. WELDED WIRE ENDWALL GIRT VERTICAL -----_ ROOF PITCH MESH SHALL CONFORM TO ASTM A185 (Fy MIN. OF 70 ksi). ALL FOOTING REINFORCING BARS TO BE CONTINUOUS AROUND CORNERS. LAP MULLION * L PAN FRAME RAFTER C EARS R E '� SPLICE FOOTING REINFORCING MIDWAY BETWEEN COLUMNS AND MULLIONS. ALL LAP SPLICES TO BE 48 BAR DIAMETERS MIN., U.N.O. CONCRETE GRADE BEAMS, THICKENED SLAB EDGES, PIERS, AND SPREAD FOOTINGS SHALL BE POURED ONTO UNDISTURBED, NATIVE SOIL ' APEX BRACE (WHERE WHICH IS FREE FROM ANY MATERIAL THAT WILL; ADVERSELY AFFECT THE MIN. ALLOWABLE SOIL BEARING PRESSURE SPECIFIED ON SHEET 1. OCCURS, SEE MEMBER _ SCHEDULE) 9. STRUCTURAL STEEL REQUIREMENTS: GUTTER ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 (Fy MIN. OF 36000 psi), U.N.O. ALL BOLTS SHALL CONFORM TO ASTM A307, U.N.O. I BOLT HOLE DIAMETERS SHALL BE 1/i6" LARGER THAN NOMINAL BOLT DIAMETER. ALL INSTALLATION SHALL BE IN ACCORDANCE WITH AISC I ROOF CLADDING "CODE OF STANDARD PRACTICE". CAST -IN-PLACE ANCHOR BOLTS, IF SPECIFIED, MAY BE EITHER A307 J -BOLTS WITH STD. BEND OR A36 THREADED WITH A FULLY ENGAGED NUT, EMBEDMENT SPECIFIED ON DRAWINGS SHALL BE MEASURED FROM TOP OF J -BOLT BEND OR ^. _ WALL CLADDING ,ROD THREADED ,.�, NUT. w s NO WELDING IS REQUIRED ON THiS JOB. 1 i DOWN PIPE 10. LIGHT GAUGE STRUCTURAL STEEL REQUIREMENTS. I ALL LIGHT GAUGE .STEEL FRAMING MATERIAL AND ERECTION SHALL BE IN ACCORDANCE WITH :THE LATEST EDITION OF .THE AMERICAN IRON AND " STEEL INSTITUTE (AISI) "SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS". ANY WELDING OF LIGHT GAUGE STEEL MEMBERS SHALL BE PERFORMED BY WELDERS HAVING A VALID CERTIFICATE AND CURRENT EXPERIENCE' - PURLIN IN THE WELDING .OF LIGHT GAUGE STEEL. CERTIFICATES SHALL BE ISSUED BY AN ACCEPTED TESTING AGENCY. DO NOT DRILL. OR NOTCH 1 _ ' MEMBERS WITHOUT PRIOR APPROVAL OF THE ENGINEER. COPE .TOP OF COLUMN ALL LIGHT GAUGE STEEL MATERIAL SHALL HAVE A SPECIFIED MINIMUM YIELD STRENGTH OF 57000 psi. THE GRADE AND ASTM SPECIFICATION » MEMBER 1/8 SHORT Cl GA. ''OUTRIGGER X _ NUMBER SHALL BE INDICATED BY PAINTING, DECAL, TAGGING, OR OTHER SUITABLE MEANS, ON EACH LIFT OR BUNDLE OF FABRICATED ELEMENTS. TOP OF: COLUMN, TYP. OF BOTTOM OF OUTRIGGER 6'-0" LONG ON TOP OF ALL LIGHT GAUGE STEEL MEMBERS WITH A FLANGE WIDTH OF UP TO 2.5" SHALL HAVE MIN. FLANGE STIFFENER LIPS OF 5 / 8". LIGHT GAUGE EACH FRAME RAFTER STEEL MEMBERS WITH A FLANGEWIDTH OF UP TO 4" SHALL HAVE MIN. FLANGE STIFFENER LIPS OF 3/4-. 1 14 X 3 TALL EAVE STRUT WiTH SLOPED KNEE BRACE (WHERE OCCURS, ALL BOLTS USED TO CONNECT LIGHT GAUGE MATERIAL SHALL SHALL CONFORM TO ASTM A307. BOLTS SHALL BE SPACED NO LESS THAN 3 I go. _ BENT U PLATE EDGE FLANGES. MATCHING PURLIN ., - ,k COPE SIZE ANS 1 -'" 4.85 '' DWALL SEE MEMBER SCHEDULE) BOLT DIAMETERS BETWEEN .CENTERS. DISTANCE FROM BOLT CENTER TO THE END OR EDGE OF ANY LIGHT GAUGE MEMBER SHALL BE MIN. OF 1.5 BC' T DIAMET RS. ALL SCREWS USED TO CONNECT LIGHT GAUGE MATERIAL �" A A A MIN. TENSILE KI T E L G GE S, LL LL HAVE M N ENS LE BREA NG STRENGTH OF J I PURLIN BRACKET , .�lGE FLANGES ATTACH BENT OVER . -; - RAFTER CLEARSPAN FRAME COLUMN _ ,HA ,. 100.000 i P N T " SCREWS SHALL BE SPACED 0 LESS THAN 1 O.C. AND EDGE -0R END DISTANCE SHALL � ` psi. NOT BE LESS THAN 1.5 . :ALL WEB TO OUTRIGGER TYP. �- s , %' i DOOR HEADER REFERENCES TO SCREWS CONNECTING MATERIAL THICKER THAN 20 go. SHALLBESELF -DRILLING TEKS SCREWS. WITH (2) - X� FASCIA GIRT DECIMAL THICKNESSES ACCORDING TO NOMINAL GAUGES SHALL MEET OR THE I#14 'TEKS' � e� ENDWALL VERTICAL (EAVE PURLIN) GAUGE NO. DECIMAL THICKNESS IN. GAUGE NO. DECIMAL THICKNESS IN. GAUGE NO.DECIMAL THICKNESS, I N. (2) #14'TEKS. MULLION * 12 0.105 16 0.057 20 0.036 SCREWS IN EACH EACH LEG �' %l GIRT 14 0.070 18 0.048 OF BRACKET SINGLE i% , ° ° e e�� 5 BOLT SCREW ROOT DIAMETERS SHALL NOT BE LESS THAN: 14 CR 0" 12 S REW: 1 SCREW: 3" SCREW: # C 0 EW 5 # # /� / 8 D IAM. T ENDWALL O N END GIR E D LLC LUM _ VERTICAL SIDEWALL GIRT .20 .177" .1 CEE COLUMN },_6• f AT C.L. OF EACH (OPTIONAL) ` OUTRIGGER BASE CLEAT • AT ALL ENDWALL VERT. MULLIONS GREATER 11. STEEL ROOF AND WALL PANELS (CLADDING};, DOUBLE CEE t� No2EFOR ° e �, THAN 10' SAL, ROTATE MULLION 90' FROM THAT HORIZONTAL LIGHT GAUGE STEEL. ROOF AND WALL PANELS SHALL CONFORM TO THE SPECIFICATIONS OF THE STEEL DECK INSTITUTE AND HAVE A MIN: : ' I COLUMN N ADDITIONAL INSTALL TOP LEFT SHOWN, INSTAL .INSIDE ENDWALL RAFTER PER CLADDING (OPTIONAL) YIELD STRENGTH OF 80000 psi. INFORMATION. ` CORNER 5 B" DIAM. / DETAIL C/2, INSTALL GIRTS ACROSS FACE. DECIMAL THICKNESSES, ACCORDING TO NOMINAL GAUGES, SHALL MEET OR EXCEED THE FOLLOWING: FRAME HAUNCH BOLT THRU;FRAME GAUGE NO. DECIMAL THICKNESS, IN. GAUGE NO. DECIMAL THICKNESS, IN, GAUGE NO. DECIMAL THICKNESS, IN. BRACKET BRACKET AND OUTRIGGER 22 0.0299 26 0.0179 29 0.0135 `,['gyp /� '�/[} /�A BUILDING 1 1( !CAL BUILDING IJOt� URIli 24 0.0239 28 0.0149 30 0.0120 EAVE PURLIN DWG NO DWG NO O EPB 6 2 X 1, / p wt/� V R J N G O E i lA SECTION G C�u 1 55-6 Fl (FOR ILLUSTRATIVE PURPOSES ONLY, NOT ALL COMPONENTS OCCUR ON THIS PROJECT) SEE DETAILS H/2 AND I/2 FOR ROOF AND WALL PANEL FASTENER. TYPES AND SPACINGS. BRACKET T 1 H T CLEARSPAN I NOTE: INSTALL FLYBRACING AS SHOWN AT .ALL CLEARSPAN NOTE: INSTALL FLYBRACING AS OWN A ALL CLEA T NO A T IRT T 36" 36" FRAME COLUMNS AND RAFTERS. ATTACH TO GIRT A FRAME COLUMNS AND RAFTERS. ATTACH 0 G A NO / MEW FROM OUTSIDE OF BUILDING HIGHER THAN 8' ELEVATION ABOVE FOUNDATION AND SPACE AT HIGHER THAN $' ELEVATION ABOVE FOUNDATION AND SPACE AT - -__ _ ._ ____-,---__---__--- -__-__ BOTH COLUMNS AND RAFTERS AT NOT MORE THAN 8'-0" O.C. BOTH COLUMNS AND RAFTERS AT NOT MORE THAN 8'-0" O.C. TOP PANEL AT SIDE LAP TOP PANEL AT SIDE LAP I SINGLEOR DOUBLE (NESTED) 'HEADERR GIRT' WALLGIRT OR {2)�14TEKS ' WLGI TR 14 TE S ' STRAP TYPE END SCREWS 1.5" X 16 go. STRAP _t3)_#14 SCREWS 2" X 16 go. STRAP 4 14 SCREWS 1.5" X 14 go. STRAP 4 14 SCREWS 2X 14 a. STRAP TRAP 6 14 SCREWS INSTALL WALL SIDING SCREW ADJACENT TO STRAP LOCATIONS AT BOTTOM OF EAVE PURLIN ROOF PURLINS EAVE PURLIN -�»- Ii PER DOOR SCHEDULE ON SHEET t ADD JUST ROOF PURLIN SCREWS PER ( # ROOF PURLINS WALL GIRT I ( ROOF PURLIN SCREWS X -BRACING STRAP SEE CLEARSPAN FRAME (OR ATTACHED TO i BELOW EAVE PURLIN F NECESSARY), CONNECT CONNECTION MEMBER SCHEDULE MIN. 1.5" X 16 go. STRAP AT LOWER • I ENDWALL) COL MN OR E D ALL C I WALL i 7) 1 1/4 12 1 1/4 12 DOOR JAMB I TO JAMB WITH 2"X2"X14 go. ANGLE WITH (3) FLANGE OF PURLINS FROM SIDE-TO-SIDE �-- --»� RAFTER, OR ENDWALL ABOVE FOR STRAP TYPE), GIRTS WITH CUP I X14 SCREWS AT EACH LEG, CONNECT ENDS OF BUILDING SEE ELEVATIONS FOR » I VERTICAL MULLION ATTACH TO OUTSIDE FACE ANGLE PER f TO FRAME/MULLION PER DETAIL D/2 • e LOCATIONS WITH 10 MIN. SCREW AT 10-i X 1 SCREWS WITH NEOPRENE ) � X12-14 CREST FIXING SCREWS WiTH # 6 DETAIL E/2 I I OF COLUMNS AND / CHPR N AND EACH PR W ADJACENT TO EACH HIGH RIB AT I EACH U U AN EA EAVE U UN H T H HIGH WASHER AD CE SCHEDULE NEOPRENE'WAS ERA EAC G DOOR JAMB. PER DOOR SC ED LE ON SHEET 7 (SCREW TO � Ii MULLIONS AND TOP OF ' RIB AT ALL PURLINS ALL GIRTS' AND EAVE PURLIN MAY BE TURNED WITH OPEN SIDE TO DOOR COLUMN OR RAFTER t JAMB STIFFENER I II ( ) yP COLUMN ORRAFTERS WiTH # OF END MIN, 1.5 X 16 go. STRAP AT INSIDE FLANGE OF GIRTS /( i T PURLIN " UPS a I 18 DOOR HEADER MATCH - _r - L -L_ SCREWS SPECIFIED ABOVE ' FROM EDN. 0 EAVE PU L N OR ENDWALL RAFTER (SEE ' GA CEE 00 ( 40' 50' P. I .. RAFTER n of a ctu rI n COC FLYBRACING STRAP 40•-50• OUTSIDE FACE OF AT EACH STRAP ELEVATIONS FOR LOCATIONS WITH 10 MIN. SCREW AT Metal :•Sales Manufacturing Corp. Metal Sales Manufacturing p DEPTH AND WIDTH OF WALL GIRT). � ,. > e CONNECT PER DETAIL E/2 MIN. 20 a. 2 -LEGGED FOUNDATION AND x EACH GIRT AND TO EAVE PURLIN OR ENDWALL RAFTER R X RACING OR » r� PBR Panel 26 a. INSTALL SAME STRAPPING AS USED FOR B l PBR Panel 26 go. 9 , » FLYBRACING MEMBER WITH 1.5 MIN. OR WALL GIRTS � _ BEND OVER GIRT STRAP AND ATTACH TO CONCRETE EDN. / MIN, 1 1/2" X 16 a. NO MORE THAN 8 0 ELEV. ABOVE / 9 ) ...ZE r T GS COPE ENDS FOR ATTACHMENT - - EXTEND JAMB 0 CONCRETE SLAB A LE CO `WEDGE - BOLT` WITH 1 2 DL4M. X 2.5 LONG POWERS 'WEDGE BOLT' 0360 in 4/ft i F L ELEVATIONS FOR LOCATIONS / tx (t) _ .0360 m 4/ft Ix (t) DN (SEE ENDWALL EL ) - _ i DOORS (TO NEXT GIRT DOWN AT WINDOWS). --- - - I ANCHOR OR EQUAL WITHIN 1 4 CLEAR TO BEND _ : x = ,n ft NOTES. f ) / 5x t .0358 : m 3 ft S t .0358 3 / I M { T SPAN' FRAME COLUMN S F FLYBRACING IN ON CLEAR F T i 'X t o NOTE: I F B C G A CONCRETE SLAB INSTALL 2 2"X o. ,. 9 I � T TOP F AGENT COLUMN 1R RAFTER IN T TI 1 CONNECTSTRA A 0 0 ADJACENT OTE. IF WALL STRAP CANNO HE CON NUOUS FROM EDN. Ix (b) _ 0307`m 4/ft :Ix (b) � .0307 in 4/ft II ANGLE WITH 3 t4 SCREWS TO JAMB WEB NOTE:: SEE DETAIL L 2 FOR ALTERNATE FLYBRACING DETAIL, )- - - ----- in-3/ft I _ O � » / NOT POSSIBLE BECAUSE OF OPEN BAYS AND/OR DOOR SAME MANNER. TO EAVE BECAUSE OF DOOR OR WINDOW, USE 2 -LEGGED Sx b _ .0449 in-3/ft Sx (b) _ .0449 AND 1 2 DIAM. X 2.5 LONG 'WEDGE -BOLT { )/ SEE DETAIL P/2 WHEN FLYBRACING NOT POSSIBLE LOCATIONS ADD COLUMN STIFFENER PER DETAIL P/2. Fy 80 ksi Fy a 80 ksi � ANCHOR TO CONCRETE AT ANGLE C.L. / / 2} INSTALL DOUBLE STRAPS SIDE-BY-SIDE. FLYBRACING MATERIAL PER DETAIL L/2 IN LIEU OF STRAP. DWG NO DWG NO DWG NO DWG NO DWG No DWG NO DWG NO .. TYPICAL DOOR & ALTERNATE ROOF & WALL GIRT. AND PURLIN ROoF PANEL Ro WALL PANEL WO WINDOWFRAMING DFR KFLYBRACING DETAIL FBR L FLYBRACiNG DETAIL..FBC M X - BRACING CONNECTION SB1 N FLANGE BRACINGPGBBA '..DBL. 10" CEE C.S. FRAME I F C -ROWS 0 P RA LANCES 2 VERTICAL (PER COEB BRACE RAFTER E E I ' { ' 4 4- T K 1 20 S 4 14 T KS E 20 TE KS {} � LIMN N SINGLE COLUMN DOUBLE COL COLUMN 0 :T F 1 0 WITH N 1 2 O ZEE GRT OR PURLIN t: CH ABOVE) / ° 3 SCHEDULE B VE 4 16 GA. //pp ) SCREWS AT 1.5 O.C. T 1. O.C.':SCREWS A 5 R ER s o r: RAFTER FLANGES TYP. PER MEMBER SCHEDULE » I ZEE GIRT 14 1 12 B CEE a, H 0 CEE 4 , a � L ALIGN J FROM BEND EAC ROW .1 IN FROM - 9 » » M RAFT OR a. COLUMN COLUMN CEE E 9 t 4 ,. E ' i • EDGE OF MFA BRACKET CEE COLUMN • � 1 • -a , a ..DBL. 0 3 5 LAP COLUMN e e • C S. FRAME _� T P RA OVER RIR COPE BRACE OVE INTERIOR 0 0 1 , 1 1 a e 1 '� 9 H 9 1 OWN � <, K (SINGLE S I DBIL. NEE D L ,R { • I r RAFTER rT • • AM RAFTERS FLANGES 0 • - FR E T T • BEN PLATE 20 • BE PLATE S 8 1 Baa NT s SIM.) ,t ° BRACE PER MEMBER DOUBLE WITHIN F ' W N 0 2 ,. H (OMIT T r. » SCHEDULE, OM A { I M MEMBER .... FRAME EM ER .... 2 8 DIAM. 2 5 8 DIAM.' NDWALL U.N.O.) .. ... { I _� E S _ � LANCES TYP. A307 BOLTS A307 BOLTS i UPi Wo�v� . :..:>. ..•.. _ L.. 11 80. 5 .12 ` AU N CH B RAC K _ ' CEE RAFTER_ .. 2 2 1C APEXX BRACKET AT DBL A T 8O D.C. C S ' A T 4 O. C. {SAME DEPTH AS MEM ERS) 8 58a A307 B0LTS 2 1 2 E MEMB R SCHEDULE PER BRACKET PEAKC0 CONDITION SING LE8» CEE 14'9a_ {4) �14 20 'MKS {2) � 14SC SCREWS AT BUTT ! W% { COUNTY c.S FRAME 10) 5 8"0:A307 BOLTS SEE DET, B2 ENDWALL VER ICAL NTOCOLUMN: ABOVE FO�OF BULDE SCREWS SEE MEMBERERSC SCHEDULE ABOVE �14_20 SELF_D 1LUNG D L 1) 90. 5.12APEX MULLION. COPEEXTERIOR TOTAL I� EACH LEG OF SINGLE 0R 4 CONNECTION ANGLE • ,� BuIL©G1VIS FOR 0FBU LDEX: t4�20 fi KS SCREWS A7 EACH END 'BRACK i1 9a, VERTICAL FLANGES FOR CONNECTIONECTI N 4GA Z 0 C, ET{SAME 0EPTN MULLION A T0 RAFTER tFNE NECESSARY 2 Ti T0 6 4» SELF DR ING T KS SCREWS AT EACH 0F-APEX"BRACE {1 AS RAFfE S) "AFA6 BRACKET EACH CEE A DOUBLE NOTE: UNLESS NOTED 2C CONCRETE ANCHORS 2)CONCRETEANC ORS AP ROVED D.C.IN I M 63 ma �a END OF KNEE BRACE { MiN. 1.5 MIN. EDGE C LUMN OR OTHERWISE, USE THIS PER BRACKET AT 8» O.C. PER BRACKET AT 4» O.C. r z DBL CEE APEX BRACE PER MINEOGE DISTANCE, INSTALL L 0ISTANCE 'INSTALL 1 2 MEMBER SCHEDULE ABOVE 6.UW CONNECTION DETAIL FOR {SEE SCHEDULE ABOVE {SEE SCHEDULE ABOVE 1 2 SCREWS EACH SIDE) SCREWS FROM SIDE ON in. ZEE Ix -4. 4 in. -4 Sx_1 61 iFY 57s AMEMBER-TO- MEMBER SEE DETAIL G 2 FOR BASE FOR SIZE TYPE) FORSI E AND TYPE) 4 3{OMiT AT ENDWALLS. U.N.O.) 4�n. 16 a. ZEE Ix_t.55 ,m. SxT.78 iTI FY_57ksi _ TYP.-CONN CONNECTION ANGLE CONNECTIONS. NOTE: SEE DETAIL FOR BE DETAIL CONNECTION OF ENDWALL VERTICAL MULLION. 4 m. 16 9a ZEE 1.55 m 4 Sx_ 78 in. -3 F 57 k NOTE. CENTER ALL BOLTS ON BENT PLATE LEGS. NOTE. ' CENTER ALL BOLTS ON BENT PLATE LEGS. 0 W DWG NO WG NO i ... DWG NO ' DWG ' NO W " DWG NO : DWG DWG NO _GIRT END 'WALL VERTICAL MULLION LI O ' R L N _ IRT . PU LIN G R N T N 10 ASE CO EC 10 r BASE CONNECTION B N C2 BCE9 . B 82 UNC CONNECTION H285BS APEx CONNECTION: E G6 HA H NNEC CON 10 A2856S M FA9 E CONNECTION A 8: C CT D CO NEC 0P CONNECTION ION T N , CONNECTION SS/ date: (2 S #3 64} EXP, 3 31/2 F �F C Ni C •i- 70 t- U l .I ZO C v s m LO (L 6 X Ty In Q m 1�gd a � ' 3� Z U 0 W ()0 0 0 D 0m . TOD� �X co a 0 z Q W V W z- 0 W ! �' W W f � 0o -0 L C � � V U/ C0 CTI W t70 Q � c -< Z Q v~, 0.°° mm o 0 0 DRAWN 1 c'h / 'tl 1 CHECKED SMI DATE 12/ 16/2005 JOB NO. UPSB1335 SHEET OF