Metal Building for Sharon, Vermont
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Facing TypesPopular Facings include: WMP-VR-R,WMP-VR,WMP-VR-BLACK,WMP-10,WMP-10-BLACK,WMP-50 Specialty Facings include: WCF-50,WCF-30,WMP-30,Arenasheild,Gymguard,R-3035-HD,WMP-F,VRP-HD,VSF-HD ErectorsDo I need a professional erector to put up my metal building? - A majority of our clients choose to erect the metal buildings themselves. Your package includes detailed erection drawings and an erection manual with every metal building shipped. We design every metal building to be erected easily. If you do not feel comfortable erecting your own metal building, a local contractor can do the job for you at a relatively low cost. What if I have questions during the erection of my metal building? - We're here to help. We have professional metal building erectors on-staff and they will always be available for your questions. Do you recommend erectors? - No. Recommending metal building erectors is difficult because we cannot guarantee the quality of their work as we do our own. Check around and you should be able to find a qualified metal building erector in your local area. How long does it take to erect a metal building? - The time it takes to erect your metal building will depend on the size of the metal building, the size of your crew, and the skill of the workers in your crew. It can take as little as a few days. Facing TypesPopular Facings include: WMP-VR-R,WMP-VR,WMP-VR-BLACK,WMP-10,WMP-10-BLACK,WMP-50 Specialty Facings include: WCF-50,WCF-30,WMP-30,Arenasheild,Gymguard,R-3035-HD,WMP-F,VRP-HD,VSF-HD Structural FramingAll frames are welded on a state-of-the-art computerized submerged welding system. We are capable of producing structural members up to 72" in depth, which gives us the ability to manufacture clear-span buildings up to 150 feet wide! A factory primer coating is applied to protect the beams during shipping and erection. All framing members shall be shop fabricated for field bolted assembly unless otherwise noted on plans and specifications. All building parts shall carry an identifying mark for easy field identification. Structural framing shall include tapered beam frames, tapered rigid frames, modular beam and columns, lean-to rafters and columns, canopy beams, intermediate columns bearing end frames and end wall columns. Steel used in the fabrication of built-up primary structural members shall have a minimum yield of 50 KSI. Hot rolled primary structural members shall have a minimum yield of 50 KSI. Cold rolled structural members shall have a minimum yield of 55 KSI. Primary framing shall be shop fabricated and include all holes required for attachment of secondary members and bracing. A continuous arc-welding process shall join flanges and webs of built-up welded members. End wall columns and rafters shall be "hot-rolled" built-up "I" or standard "cee" sections. Connections - All field connections shall be bolted. All primary bolted connections shall be furnished with high strength bolts conforming to A.S.T.M. A-325. All secondary bolted connections shall be furnished with machine bolts conforming to A.S.T.M.-A307. Structural FramingAll frames are welded on a state-of-the-art computerized submerged welding system. We are capable of producing structural members up to 72" in depth, which gives us the ability to manufacture clear-span buildings up to 150 feet wide! A factory primer coating is applied to protect the beams during shipping and erection. All framing members shall be shop fabricated for field bolted assembly unless otherwise noted on plans and specifications. All building parts shall carry an identifying mark for easy field identification. Structural framing shall include tapered beam frames, tapered rigid frames, modular beam and columns, lean-to rafters and columns, canopy beams, intermediate columns bearing end frames and end wall columns. Steel used in the fabrication of built-up primary structural members shall have a minimum yield of 50 KSI. Hot rolled primary structural members shall have a minimum yield of 50 KSI. Cold rolled structural members shall have a minimum yield of 55 KSI. Primary framing shall be shop fabricated and include all holes required for attachment of secondary members and bracing. A continuous arc-welding process shall join flanges and webs of built-up welded members. End wall columns and rafters shall be "hot-rolled" built-up "I" or standard "cee" sections. Connections - All field connections shall be bolted. All primary bolted connections shall be furnished with high strength bolts conforming to A.S.T.M. A-325. All secondary bolted connections shall be furnished with machine bolts conforming to A.S.T.M.-A307. Thank you for visiting Metal Building for Sharon, Vermont. We provide the best service and prices when shopping for metal buildings or steel buildings. |
