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<br /> STRUGTURAL NOTES
<br /> Dimensions are in inc.hes unless noted otherwise.
<br /> information provided is typical,unleas noted otherwise.
<br /> MATERIAL STREN6TH5
<br /> 5teet Fasteners Anchor rods - ASTM FI554,6r. 36,Fy = 36 ksi
<br /> Reinfor�ing Steel Deformed Bars - ASTM A615,6r.60, Fy = 60 ksi
<br /> Fabric - ASTM P.IbS,Fy = l0 ksi
<br /> Epoxy Goating for Reinforcing Steel - ASTM A��S
<br /> Goncrete f 'c = compressive strength in 28 days: 3,000 psi for Pootings and masonry corefill,4,000 psi all other concrete.
<br /> Goncrete exposed to freezing temperatures to contain 5-�% entrained air.
<br /> Structural Lumber Dimension lumber - #2 Spruce Pine Fir (SPF) or eqyal
<br /> Treated lumber - tt2 5outhern Pine or eclual
<br /> DE516N LOADS
<br /> Roofs Live load 50 psf (suitable fo�car parking)
<br /> Slab on grade Live load 125 psf (storage)
<br /> DE516N GODES
<br /> 2001 MINNE50TA STATE BUILDING GODE (MSBG)
<br /> 2006 INTERNATIONAL RESIDENTIAL GODE (IRG)
<br /> EXISTIN6 GONDITIONS
<br /> The contractor is to verify all dimensions,elevations,and details of existing structure that affects this work,notify the engineer
<br /> immediately of any discrepancies.
<br /> TEMPORARY SHORIN6 AND BRAGIN6
<br /> The Gontractor is responsible For the shoring and bracing rec�uired to support the structure during demolition and construction.
<br /> 6ENERAL SOIL NOTES
<br /> Footings are designed using an assumed net soil bearing capacity of 2000 psf in accordance with Table R40I.4.1 of the 2006 IRG
<br /> on virgin soil or compacted granular fill. Earth retaining basement walis are designed usin9 an eclvivalent fluid pressure of 65 psf per
<br /> foot of depth.Use granular backfilt with drain tile. Remove all top soil,uncompacted fill,and othe� poor soil from the constru�tion
<br /> qrea. 51ope the site to drain away from the building. Gontractor to locate all existing underground utilities and tanks prior to
<br /> ex�avation.
<br /> FOOTI N65
<br /> Footings are to be formed,reinforced,poured in place concrete on virgin soil or compacted granular Fill. Provide 30 bar diameter
<br /> lap at splices and full crossing lap at corners and intersections. t�lall footings to be centered under walls unless noted otherwise.
<br /> Dowels shall be 24 lon9 and extend to 3" clear of bottom of iooting.
<br /> GONGRETE WALLS
<br /> Maximum aggregate size to be 3/4" for walls. Place reinForcing 2" ciear to outside face and I" clear to inside face oP concrete
<br /> wall. Use air entrained mix.
<br /> 6rind Pins and seal with a penetrating siloxane sealer at all exposed surfaces.
<br /> GONGRETE SUPPOf2TED SLABS
<br /> Maximum aggregate size to be 3/4". Place reinforcing as shown on plan. Use air entrained mix. Shoring design by contractor.
<br /> Wet cure top of concrete slab for 28 days with burlap.
<br /> Provide light broom Finish at top suriace.
<br /> 6rind fins and seal with a penetrating siloxane sealer at all exposed surfaces.
<br /> SLABS ON 6RADE
<br /> Slabs on cjrade to be a minimum of 3" thick reinforced with bxb-WI.4 x WI.4 WWF in center of slab
<br /> OR
<br /> 3.0 pounds per cubic yard polypropylene fiber reinforcement unless noted otherwise.
<br /> Use alr entrained mix.
<br /> Gontrol joints for slabs on grade shall be saw cut as soon as concrete can accept it without raveling Do not cut structural slabs or
<br /> toppinc� slabs. Gontrol�oints shall be cleaned and sealed for curinc� purposes as soon as possible. Goordinate floor finishes and
<br /> control/construction joint locations with owner.
<br /> Seal with a penetrating siloxane sealer at all exposed surfaces.
<br /> DIMENSION LUMBER
<br /> Gontractor to vfsually inspect Iumber during �nstallat�on to ensure it ts free of significant splits and checks.
<br /> Sills and all other lumber in c,ontac.t with concrete or masonry and within 8" oP finished grade shall be preservative treated wood.
<br /> WALL SHEATHING
<br /> Wall sheathing to be a minimum of IS/32" thick,APA 32/I6 span rating,exterior or exposure I grade. Sheets to be continuous over
<br /> two or more spans. Fasten wall sheathing with 8d nails (.131" diameter x 2 I/2'7 spaced at 4" o.c. at supported edges and 8" o.c. at
<br /> intermediate svpports. Leave a I/8" gap at all end and edge Joints to allow for expansion.
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<br /> BOATHOUSE �PA I R/REPLAG�MENT Mattson MaCdonald Young �h��e�,ccft�fy that this plan,specification,
<br /> or report was prepered by me o��.nder my p�-oject Fb. I5015
<br /> I 180 LOMA LINDf� ,4�/E structural engineers direct s�G-��5��a„a cnoc i�a a,�y
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<br /> PREPARED FOR STRUGTURES UNLIMITED 901North3rtl5tree45utte100 -'�
<br /> Mln�apolk,MN 55401
<br /> C7ENERAL N�TE�J' 61&827-7825voke E P.6RANT Drpwn By AP6
<br /> 612$27-0BOSfax Da[e:02/14/2015 License No: 43821
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