10x14 All-Purpose Storage Shed Plans

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10x14 All-Purpose Storage Shed PlansThis solid, permanent 2x4 stud-frame shed, on a concrete slab foundation, has convenientlofts for additional storage.www.TodaysPlans.comCopyright 2008 – TodaysPlans.comThese plans are protected by U.S. and International copyright law. They may be used once, to help build one shed. Any other use, copyingor dissemination is prohibited.

TERMS OF USEBy using these drawings, the builderand property owner agree to thefollowing conditions:These drawings are intended topresent the general layout andappearance of the building. They mayalso serve as a guide to constructionin some locations. The publisher cannot assure that these plans aresuitable for all uses, for every site’sconditions, for all codes, or for allbuilding associations’ criteria.It’s both the property owner’s andthe builder’s responsibility to havethese drawings reviewed by a localbuilding professional and by thecommunity’s building and zoningofficials prior to the start ofconstruction.The publisher and designer acceptno liability for the use of these plansand the use of the building itself.The publisher grants the user ofthese plans permission to build oneunit of this building design. Copyingthese plans in any way, or use for anyother purpose is a violation of U.S.and international Copyright law.DESIGN CRITERIAThese plans were designed to meetgeneral standards and averageweather and soil conditions. Theyshould be reviewed and adapted by alocal building professional forsuitability to the actual site and forcompliance with current codes,ordinances and standards.The building was planned as a nonhabitable utility or accessory building.It must be built at a distance of morethan 5’ from any adjacentcombustible building. It was designedto exceed the requirements for anA.S.C.E. Category 1 building with thefollowing criteria: 50psf Ground SnowLoad (Reduced to 30psf Design SnowLoad per A.S.C.E 7-95); 10psf RoofDead Load; 20psf Loft Live Load;10psf Loft Dead Load; 90mph WindLoad (10psf plus wind force);1,500psf Soil Bearing Strength.The Loft is intended for lightstorage, typical of a residential attic.DESIGN CHANGESThese plans are intended for use withvarious finish materials and with othersizes and locations of doors and windows.The materials, windows and doors shownare suggested as reasonably inexpensiveand available nationwide. For bestappearance, the building should befinished and detailed to match orcomplement adjacent buildings on thesite. Different or additional windows anddoors may be installed using conventionalframing methods. All changes should becoordinated by a local buildingprofessional before the start of building.SIDINGAny of a variety of siding materials maybe used on this building. Followmanufacturers’ or suppliers’recommendations for the installation andfinishing of siding. Siding should be appliedover 1/2” exterior grade plywood.ROOF MATERIALSAny of a variety of roof materials may beused on this building. They should beapplied over a minimum 1/2” exterior gradeplywood deck. The plywood deck is animportant structural element and shouldbe installed regardless of the roofmaterial used. Metal roofing should beinstalled to the manufacturer’sspecifications on sleepers or fastenersapplied to the roof deck. Wood shinglesshould be nailed to wood sleepers abovethe plywood deck. For slate, clay orceramic tile roofs, use 3/4” exterior gradeplywood for the roof deck and decreasethe roof rafter spacing to 12” on center.Follow manufacturer’s or supplier’srecommendations for the installation andfinishing of roofing.WINDOW TRIMThis design calls for a prefab window. Forbest appearance, window casing shouldmatch the trim on the shed and doorswith 1x3 side casing, a 1x3 below the silland 1x6 head casing with a drip cap.SITE DESIGNThe building should be plotted on its siteby a surveyor or building professional. Itmust be located at least 5’ away fromany other combustible building. Reviewlocal ordinances for required setbacks. Ifthe building is intended to shelteranimals, review local Health Departmentregulations for required distances fromwells and residences.DRAWING NOTESLumber sizes shown on these drawingsare nominal unless marked as “true.”Lumber marked “P.T.” is to be pressuretreated.CONSTRUCTION RESOURCES1. Engineering:www.ncees.org/licensureThese plans are designed to work foraverage conditions in some areas of theUnited States. To comply with specificlocal building codes, ordinances andweather conditions and for the bestquality of construction these plansshould be reviewed, and modified asnecessary by a Professional Engineer.These drawings should be reviewedand modified for higher wind resistance,for earthquake resistance, for highersnow loads and for sites with poor orpoorly drained soil conditions.California, Pacific Coast and RockyMountain locations may necessitatemodifications for earthquakeresistance. High mountain locationsand sites in northern states mayrequire higher snow load resistance.Florida, Long Island, coastal areas, highmountain areas and some otherlocations will require higher wind loadresistance. Many northern locations willrequire deeper footings because ofdeeper frost penetration. The states ofFlorida and Nevada, and some otherjurisdictions require that drawings beprepared or reviewed by an in-statearchitect or engineer. Some localbuilding officials will waive somerequirements if the building is plannedfor agricultural use or for property thatis zoned as Agricultural. Some localbuilding officials will waive somerequirements for small buildings like theone shown on these plans.2. Cupolas:www.abetterbarn.comAn optional cupola for this designshould be a minimum of 18” wide oneach face of its base and a minimum of24” in height above the building’s ridge.It should be centered on the ridge.

GENERAL SPECIFICATIONS1. Codes: All work must comply withcurrent codes, ordinances andindustry standards.2. Permits: The builder is responsiblefor obtaining and paying for allnecessary permits, scheduling allrequired inspections and obtaining aCertificate of Occupancy.3. Scope of Work: The builder shouldprovide all materials, labor andequipment required to complete thebuilding in reasonable time. Thebuilder should provide, supervise andcoordinate all necessarysubcontractors. All workmanship andmaterials must be of the bestquality. Materials and equipmentmust be installed or applied to themanufacturers’ and suppliers’specifications.4. Work by Owner/Others: All workrequired for a complete and finishedbuilding should be provided by thebuilder, except as acknowledged bythe owner at the time of thecontract agreement.5. General Conditions: The buildingcontract will be governed bystandards outlined in the “GeneralConditions of Contract” published bythe American Institute of Architectsunless comparable publishedstandards are mutually accepted bythe owner and the builder.6. Site Work:1. Clear the building site of all shrubs,trees, rocks and stumps. Remove andstore topsoil. Protect all otherlandscaping, paving and structuresfrom damage by this construction.2. Excavate for footings to the depthshown on drawings or deeper, ifnecessary, to reach solid stone orundisturbed soil that’s entirely freeof backfill.Excavate as required for all planneddrives, walks, parking areas andutility lines.3. Provide clean gravel fill as shown onthe drawings and as necessary toallow a flat, well drained buildingsubfloor.4. Grade the building site so thatwater flows away from the building.Replace topsoil to a minimum of 3” deep.Rake to remove all surface rocks, rootsand debris, and seed and mulch asrequired.7. Concrete:1. All concrete must be a minimum of3000 psi and must be handled andinstalled to the American ConcreteInstitute’s standards.2. Concrete slabs must be a minimum of4” thick, reinforced with 6x6 (#10) wiremesh. Slope floor slab toward the largestdoor at 1/8” per foot. Provide a smooth,trowel or brush finish.8. Carpentry:1. All framing lumber must be structuralgrade, with a min. 1,200 psi bendingstress rating.2. All framing must be plum, level and trueand must be properly nailed, screwed orbolted.3. Roof decking and wall sheathing mustbe min. 1/2” CDX plywood.9. Structural Connections:1. Follow manufacturers’ nailing or boltingspecifications for all metal connectors.2. Rafter to Roof Plate Connections:Birdsmouth each rafter for minimum 2"bearing surface. Anchor all rafters at thetop plate with steel framing anchors,Simpson Strong Tie #H1 or equal. Followmanufacturer's nailing specifications.3. Additional wind resistance can beadded with metal strapping and ridge-torafter connectors. Follow manufacturers’specifications for nailing or bolting.4. Plywood: Nail all plywood to rafters andstuds with 8d Common Nails or 10D BoxNails - 6" on center for all outside edgesand 12" on center on the plywood panelfield.5. Wherever metal connectors, anchors,fasteners, bolts, screws or nails are incontact with pressure treated wood, theymust be hot dip galvanized or stainlesssteel. Follow recommendations of woodsuppliers and connector manufacturers.10. Roofing:1. Roofing shall be as selected by theowner, and installed to themanufacturer’s or supplier’s standards.2. Any roof valleys, intersections andprotrusions must be flashed with solidlybacked aluminum or copper sheeting andmust be entirely weatherproof.3. Provide metal drip edging at all rakesand eaves.11. Windows and Doors:1. All prefabricated windows, doors,hardware and accessories must be asselected by the owner, and must beinstalled and finished to themanufacturers’ specifications.2. The builder must make every effort tobuild custom doors that are straight,true, serviceable and durable.3. Provide durable drip caps above allwindows, doors and framed openings.12. Finishes:Paint, stain or finish as selected by theowner and to the manufacturers’specifications.13. Plumbing and Electrical:If required by the owner and theintended use of the building, provide aplumbing system and an electricalsystem in accord with all state andlocal ordinances. The builder mustsecure all necessary design, permits,inspections, approvals andUnderwriter’s certificates.A building material list for this designcan be found at www.TodaysPlans.com

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10x14 All-Purpose Storage Shed Plans This solid, permanent 2x4 stud-frame shed, on a concrete slab foundation, has convenient lofts for additional storage. . match the trim on the shed and doors with 1x3 side casing,

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