Table of Contents Disclaimer.……...….…………………………………...……2 Building Adjustments……………………………..……...…2 Farm Shop……………………………………….…………..3 Quonset Building……………………………….………...…4 Machine / Pole Buildings………………………….………..5 Silos-Concrete and Metal………………………….……….6 Garages…………………………….……………….……….7 Hoop Buildings………………….………………….……….8 Dairy Barns……………………..…………………….….….9 Manure Holding Systems………...….…………………….10 Grain Bins………………………………………………….11 Grain Pipe and Legs……………...…………………….….12 Older Barns and Sheds……………………………………13 Bulk Storage Tanks………………………………………..14 Horse Buildings……………………………………………15 Poultry Buildings…………………………………………..16 Hog Buildings……………………………………………...17 U.S Weather Data………………………………………19-20 Depreciation………………………………………………..21 Provided by And Affiliated Reinsured Companies And Associations. 1 Disclaimer of Warranties Disclaimer of Warranties: Information contained in this electronic booklet is intended to be used as a general guide only. Information has been obtained from several sources generally believed to be reliable. Although every effort has been made to assure accuracy and quality of this material, No Warranty (expressed or implied) can be made as to its accuracy or completeness of the material contained herein. NO WARRANTY of merchantability, fitness for a particular purpose, or any other warranty is made or to be implied with respect to this electronic booklet and its contents. In no event will Farmers Mutual Hail Insurance Company or any subsidiary or affiliate be held liable for any damages, direct or indirect, consequential or compensatory, including without limitation, lost profits, for any representations, breaches or defaults arising from the use of this booklet. ***Building Adjustments*** Insulation & Covering -Concrete Floor -Heated Floor -- Add $2 per sq. ft. of floor area Add $3 per sq. ft. of floor area Add $5 per sq. ft. of floor area Values in this guide represent basic buildings. “Name Brand” buildings and buildings with additional options or better construction may be priced higher. Other Buildings Corn Crib Other Frame Buildings Frame Additions Block Buildings Return to Table of Contents 2 $11 per sq. ft. $15 per sq. ft. $10 per sq. ft. $17 per sq. ft. Farm Shop Includes Insulation, Wall Coverings and Concrete Floor Steel Frame Wood Frame 10ft side walls 12ft side walls 14ft side walls 16ft side walls $24 26 27 28 28 30 32 33 Options Wainscot to outside of building $8.00 a linear ft. Bi-fold doors 1-16ft wide add $4,500, 16-28ft add $6,200, 29ft > $8,000 Heated office with-in shop, $8 per square ft. Return to Table of Contents 3 Pole 18 20 20 20 Quonset Buildings Includes Concrete Floor Under 40ft. long 40 ft. or longer Wood Frame Steel Frame $12 per sq. ft. $11 per sq. ft. $13 per sq. ft. $11 per sq. ft Return to Table of Contents 4 Machine/Pole Buildings Steel Frame Pole/Frame One Side Open All Sides Open Additions $10 per sq. ft. $7 - $12 per sq. ft. $7 per sq. ft. $4 per sq. ft. $4.50 per sq. ft. Bi-fold Door --- Add $5,000 per opening The cost above is for a basic structure only. Be sure to add for overhangs, overhead doors, cupolas and wainscots. Return to Table of Contents 5 Concrete Silos 14-16 feet diameter 18-20 feet diameter 22-26 feet diameter $320 per linear ft. $350 per linear ft. $460 per linear ft. Unloader 14 feet 16 feet 18 feet $5900 $6000 $6500 20 feet 24 feet $7000 $7200 Metal Glass-Lined Silos Dimensions 17x31 17x40 17x49 17x59 20x32 20x41 20x50 20x59 20x63 20x59 20x63 20x68 Dimensions 20x77 20x87 25x69 25x79 25x88 25x69 25x79 25x88 31x70 31x80 31x89 $33,000 $38,000 $43,000 $47,000 $37,000 $43,000 $48,000 $54,000 $56,000 $54,000 $56,000 $63,000 ** - (without trough liner) Return to Table of Contents 6 ** ** ** ** ** ** $70,000 $77,000 $90,000 $101,000 $112,000 $92,000 $103,000 $114,000 $127,000 $140,000 $155,000 Garages Includes Concrete Floor Wood Frame 1 car 2 car Over 600 sq. ft. Pole $17 $16 $15 $13 $12 $12 Return to Table of Contents 7 Basic Hoop Buildings Up to 72 ft. span cover & truss system only $4 - $6 per square foot Over 72 ft. span cover & truss system only Contact manufacturer Basic building price does not include end walls, knee walls, pillar systems, concrete floors, doors or other special features. Return to Table of Contents 8 Dairy Barns Includes Concrete Floors One Story One Story w/ loft Two Story/18” sidewall Milk House Milking Parlor Silo/Feed Room - Wood Frame $15 sq. ft. $20 sq. ft. $24 sq. ft. $20 sq. ft. $23 sq. ft. $15 sq. ft. Steel Frame $11 sq. ft. $17 sq. ft. $25 sq. ft. $19.50 sq. ft. $21 sq. ft. $11 sq. ft. Block or Concrete Lover Level add $2 per sq. ft. Per Cow Method - $2,500 - $3,200 per stall (incl. Equipment) Free Stall/Curtain Barn--$12 Additional Features – Dairy Barns Automatic Feeders $70 per. Ft. Barn Cleaner $35 per linear ft. Loafing Free Stalls $100 per stall Parlor Stalls – Herring Bone $250 per stall Parlor Stalls – Walk Through $200 per stall Tie Stalls $70 per stall Pipeline & Equipment $76.50 per linear ft. Return to Table of Contents 9 Pole $9 sq. ft. Liquid Manure Holding Systems Includes Pump and Agitator Dimensions 42x14 41x19 42x23 42x28 62x14 62x19 62x23 62x28 New $37,000 $43,400 $52,000 $59,400 $55,200 $65,800 $79,600 $96,500 Dimensions 81x14 81x19 81x23 81x28 101x14 101x19 101x23 101x28 Return to Table of Contents 10 New $77,400 $97,600 $123,000 $152,700 $103,100 $137,900 $171,900 $215,300 Grain Bins Includes Concrete and Electrical Bushel Capacity 1,000 – 1,500 1,501 – 5,000 5,001 – 10,000 10,001 – 25,000 25,001 – 50,000 Over 50,000 Cost per bu. $1.80 $1.30 $1.15 $1.08 $ .80 $ .70 Perforated Floor $1,300 $1,400 $2,600 $4,200 $8,800 Cross Augers -- $26 per linear foot Return to Table of Contents 11 Stirator $1,400 $1,600 $1,900 $2,200 $6,800 Dryer $2,600 $3,900 $4,500 $4,500 $5,300 Elevator Leg-Pipe and Equipment Discharge Height 30 ft. 40 ft. 50 ft. 60 ft. 70 ft. 80 ft. 90 ft. 100 ft. 110 ft. 120 ft. 1,000 $21,900 $22,600 $23,500 $24,400 $25,100 $26,000 $26,900 $27,700 $27,900 $29,300 1,500 $22,000 $22,800 $23,700 $24,700 $25,500 $26,400 $27,200 $28,400 $29,300 $30,000 Bushels per hour 2,000 3,000 $22,400 $24,400 $23,400 $25,400 $24,300 $26,900 $25,100 $27,800 $26,500 $28,900 $27,400 $30,100 $28,200 $31,900 $29,200 $32,700 $30,200 $33,600 $38,000 $40,200 4,000 $25,500 $26,700 $27,800 $28,800 $30,600 $31,800 $33,000 $34,100 $36,300 $43,800 5,000 $32,100 $33,700 $35,100 $36,700 $38,100 $40,600 $42,100 $43,600 $46,100 $47,700 Downspout Add $2,600 for each downspout. The following guidelines may be helpful in determining the capacity of the complex. Bushels per hour Bucket size Distance center to center of buckets 1,000 9”x16” 1,500 9”x16” 3,000 9”x6” 4,000 9”x6” 5,000 15”x6” 20” 15” 10” 5” 71/2” Return to Table of Contents 12 Older Barns and Sheds Older buildings present a challenge to many in the insurance industry. Many of the older buildings are either no longer in use or are being used for something other than their intended purpose. If the building is structurally sound, still being used in the farming operation and the building would be replaced if it were destroyed then the building may be insurable. What value do you use? The values stated below are general valuations that reflect the increased cost of repairs to these older buildings as opposed to newer standard construction. Wood Frame Structures One Story One Story w/ loft Two Story/18” sidewall - <2,000 Sq Ft $20 sq. ft. $24 sq. ft. $28 sq. ft. >2,000 Sq Ft $18 sq. ft $ 20 sq. ft $ 24 sq. ft *If the building has been modified for machinery storage, living quarters or junk storage, the values listed above may change dramatically. * Values used are based on replacement or repair using standard building materials commonly available today. Return to Table of Contents 13 Bulk Storage Tanks Diameter 5-6 feet 7-9 feet 7-9 feet Over 9 feet Over 9 feet Capacity 5 tons 7 tons 11 tons 15 tons 23 tons Cost $1,600 $2,100 $2,600 $3,100 $3,600 Return to Table of Contents 14 Basic Horse Buildings Barn/Stable Arena Box Stalls Pole $13 per sq. ft. $12 per sq. ft. $1,100 each Wood $18 per sq. ft. $11 per sq. ft. Return to Table of Contents 15 Steel $20 per sq. ft $11.00 per sq. ft. Basic Poultry Buildings Dirt Floor Arkansas and Missouri 32 ft wide truss 43 ft wide truss Metal Frame $11 per sq. ft. $14 per sq. ft. Metal Truss/Wood Frame $11 per sq. ft. $14 per sq. ft Iowa, South Dakota and Illinois 30 ft wide truss 40 ft wide truss Wood Truss and Frame 17-21 per sq. ft. 20-22 per sq. ft. Costs do not include heat or insulation or special equipment. Note-As farmers continue to build larger buildings, the price per SQ. FT. may actually decrease. Return to Table of Contents 16 Basic Hog Buildings Full Confinement Includes Concrete Floor Wood Frame $25 per sq. ft. Breeding Gestation Farrowing Nursery $25 per sq. ft. Finishing $20 per sq. ft. W/O Slatted Floor & Pit ------- Deduct $10 Pole Frame $23 per sq. ft. $24 per sq. ft. $19 per sq. ft. (Per Hog Method) Hog Finishing - $185 per pig/over 1,000 - $177 per pig Nursery/with Total Pit - $120 per pig/over 1000 pigs - $115 per pig Nursery/with Outside Pit - $145 per pig/over 1000 pigs - $140 per pig Gestation/with Stalls - $600 per sow Gestation/Pens - $500 per sow Additional Entries & Utility Rooms - $20 per square foot 17 Additional Features – Hog Buildings Farrowing Barns and Nursery Steel farrowing crates Gestation Stalls Nursery Pens Nursery Feeders Heaters Ventilating Fans Automatic Waterer $300 per crate $180 per stall $23 per linear foot of pen $150 each $500 each $750 each $55 per pen Finishing and Confinement Barns Wood Pens $12 per linear foot of pen Steel Pens $24 per linear foot of pen Masonry Pens $16 per linear foot of pen Feeder, Overhead, Semi-automatic Operation $32 per linear foot of pen Return to Table of Contents 18 Annual snowfall 19 Power Wind Class Power (W/m2) 1 Speed* (m/s) Annual Average Wind Resource Estimates in the Contiguous United States <5.6 5.66.4 6.43 300-400 7.0 7.04 400-500 7.5 7.55 500-600 8.0 8.06 600-800 8.8 7 >800 >8.8 *Equivalent wind speed at sea level for a Rayleigh Distribution 2 <200 200-300 20 Return to Table of Contents Depreciation Guide for Farm Service Buildings Condition of Building Worst Best Age of Building 9 8 7 6 5 4 3 2 1 0 0 to 2 years 3 to 4 5 to 6 7 to 8 9 to 10 11 to 12 13 to 14 15 to 16 17 to 18 19 to 20 21 to 25 26 to 30 31 to 35 36 to 40 over 40 years 95% 89% 83% 77% 71% 65% 59% 53% 47% 41% 90% 84% 78% 72% 66% 60% 54% 48% 42% 36% 85% 79% 73% 67% 61% 55% 49% 43% 37% 31% 83% 77% 71% 65% 59% 53% 47% 41% 35% 29% 80% 74% 68% 62% 56% 50% 44% 38% 32% 26% 78% 72% 66% 60% 54% 48% 42% 36% 30% 24% 75% 69% 63% 57% 51% 45% 39% 33% 27% 21% 73% 67% 61% 55% 49% 43% 37% 31% 25% 19% 72% 66% 60% 54% 48% 42% 36% 30% 24% 18% 70% 64% 58% 52% 46% 40% 34% 28% 22% 16% 68% 62% 56% 50% 44% 38% 32% 26% 20% 14% 65% 59% 53% 47% 41% 35% 29% 23% 17% 11% 63% 57% 51% 45% 39% 33% 27% 21% 15% 9% 62% 56% 50% 44% 38% 32% 26% 20% 14% 8% 60% 54% 48% 42% 36% 30% 24% 18% 12% 6% Condition of Building Guide 9 8 7 6 5 4 3 2 1 0 Excellent condition, like new Well maintained with minor normal deterioration In need of minor maintenance in and around structure, livestock structures Routine maintenance needed to building, structurally sound. Paint fading. Average condition structurally sound but some outside components in need of replacement Below average condition, minor structural deterioration has occurred. Siding and roof in need of replacement Structure is in need of immediate repair. Major repairs have been postponed to long. Structure is not being used and major renovation is necessary Extensive structural decay. Building in need of complete renovation. Not insurable The percentages listed above are to be used as a guide only. Not all buildings depreciate at the same rate. Buildings that are used extensively by livestock, poultry or machines depreciate faster than others. The condition of those buildings deteriorate faster than most. 21 Return to Table of Contents Glossary of Construction Terms ANCHOR BOLTS: Bolts used to secure the sill plate to the foundation wall. AREAWAY: An open space around a basement door or window to admit light. ATTIC VENT: Openings in the attic to provide ventilation to the outside. Used to remove humid air from the attic so that moisture does not accumulate. BEARING WALL: A wall that supports any vertical load in addition to its own weight. BOLSTER: A short horizontal beam on top of a column to decrease the span of the beams. BRIDGlNG: Small wood or metal members inserted in a diagonal position between floor joists to spread floor loads between joists. COLLAR BEAM: 1 or 2" thick members connecting opposite roof rafters to stiffen the roof structure. COLUMN: A vertical load-supporting member. A lally column is a round steel column sometimes filled with concrete, supporting the girder. CONDENSATION: Beads of water accumulation when moist warm air meets cooler air. When the dewpoint is reached, condensation occurs. CONDUIT: (electrical) A metal pipe in which wire is installed. CONTROL JOINT: A joint in concrete to minimize cracking due to shrinkage. CORNICE: Overhang of a pitched roof at the eave line, usually consisting of a fascia and soffit. CRAWL SPACE: A low space below the living quarters of a basementless house. DECAY: Disintegration of wood through the action of fungi. DORMER: An opening in a sloping reef, the framing of which projects out to form a vertical wall. DRYWALL: Interior covering material applied in large sheets or panels. DUCTS: Round or rectangular pipes used for carrying air from the furnace or air conditioner to rooms. EAVES: The lower point of a roof projecting over the wall. EFFLORESCENCE: White, powdery substance on masonry due to the evaporation of salt-laden water. FASCIA: A board nailed to the ends of roof rafters, usually supporting the gutter. FLY RAFTERS: End rafters of the gable overhang. FOOTING: A rectangular masonry section below the frost line supporting a foundation wall or pier. 22 FROSTLINE: The depth of frost penetration in the soil. GABLE: The portion of the roof above the eave line in a double-sloped roof. HEADER: A horizontal beam into which joists are nailed. Also, a wood lintel. HIP ROOF: A roof that slopes from all four sides of a building. JOIST: On. of a series of horizontal parallel beams used to support floor loads. LINTEL: A horizontal member supporting the load over an opening such as a door or window. LOOKOUT: A short bracket to support the soffit, usually concealed. MUNTIN: A small member. that divides the glass of sash or doors. O.C.: On Center, the center-to-center spacing of studs, rafters, etc. RAFTER: One of a series of parallel beams used to support roof loads. RAIL: Horizontal member of sash. RIDGE: The horizontal line at the junction of the top edges of two sloping roof surfaces. SADDLE: Cricket - Two sloping surfaces meeting in a ridge, used often at the back of a chimney. SASH: The frame of window or door panes. SILL: The lowest member of the house frame, resting on the foundation. SLEEPER: A wood member embedded in concrete to support flooring. SOFFIT: The underside of the cornice. STILE: Vertical member of the sash. STRINGER: A support for cross members in floor. Also, stair support. 23 Builders Math There are many ways in which to measure a roof. This section will show one method of how to properly do it. We’ll express our final answer in "squares". In all roofing except polyurethane foam, roofers express Area in "squares". 1 square = 100 square feet Before you get started, you need to know some simple geometry. The base length (b) times the height (h) of any triangle is twice its area (A). So if you divide the product of the base and height by two, then you have the area of a triangle. (b×h)/2 = Area Therefore, the following two triangles, R and H, though different in looks and shape, have the exact same area. (20' × 20')/2 = 200 square feet Now that you know this simple mathematical fact, you will easily understand how to measure the following roof. The picture shown is an aerial view of a roof with both a hip end and gable ends. It is strongly recommended that you make a rough sketch of your roof. In order to make it easier for measuring, the roof will be broken up into sections A through F. 24 Section A This section is a simple triangle. Simply measure the length of the eaves and the perpendicular line from the eaves to the peak. Multiply these numbers and divide the answer by two. (30' × 15')/2 = 225 square feet 25 So Section A has 225 square feet in it. Section B The easiest way to measure this section is to divide it up into three different sections: x, y, and z. It’s pretty obvious that sections x and z are the same size, even without being marked. But because it’s much easier to work in theory and numbers on pieces of paper (like architects do) than actually performing the construction (like contractors do), it’s always a good idea to go ahead and measure both triangles. x = (15' × 15')/2 = 112.5 square feet y = 55' × 15' = 825 square feet Because we know that z is equal to x after measuring, we’ll simply add another 112.5 square feet to our current list of numbers. So Section B has a total of 112.5 + 112.5 + 825 = 1,050 square feet. 26 Section C Again, with this section it’s pretty obvious that we have symmetrical sides. Let’s go ahead and divide it up into sections, measure one side and get the answers that we want and then we’ll check the other side. w = 30' × 15' = 450 square feet y = (15' × 15')/2 = 112.5 square feet A quick measurement verifies that x and z are the same as w and y so we’ll multiply the sum of w and y by 2 for the final Area. Section C = (450 + 112.5) × 2 = 1,125 square feet. Section D x = (15' × 15')/2 = 112.5 square feet y = 10' × 15' = 150 square feet 27 Section D = 112.5 + 150 = 262.5 square feet Section E This section has several different subsections so we’ll have to be careful and make sure we do it right. If your roof has a section similar in shape, double check your sketch to make sure that every piece is either rectangular or triangular. s = (15' × 15')/2 = 112.5 square feet t = 40' × 15' = 600 square feet Remember to check both small triangles in the center part to make sure that they are the same size. x = (10.5' × 10.5')/2 = 55 square feet y = 21' × 4.5' = 94.5 square feet The actual answer of x is 55-1/8 square feet, but we rounded off for ease of measuring. z = 34' × 15' = 510 square feet 28 Be careful adding all of these up. Remember that there are two different x sections so we’ll need to add it twice. Section E = 112.5 + 600 + 55 + 55 + 94.5 + 510 = 1,427 square feet. Section F This section is simply a smaller version of Section C so we’ll do it the same way. w = (10.5' × 10.5')/2 = 55 square feet y = 20' × 10.5' = 210 square feet Don’t forget to make quick measurements to ascertain that x and z are equal to w and y. Section F = 55 + 55 + 210 + 210 = 530 square feet. Sum It Up Now take all sections and add them up. Section A = 225 Section B = 1,050 Section C = 1,125 29 Section D = 262.5 Section E = 1427 Section F = 530 Out total square footage is equal to 4,619.5 square feet. Or, roughly 46 squares. Remember that 1 square = 100 square feet. 30
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