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<br />1. CODES: Minnesota and UniCorm BUilding Code 85 l'ldopted.
<br />2. uve LOADS: All root IIr8llS except bAys edjftcent to parapets and other vertical
<br />sur races - 40 PSF. Bay.. adJacent to p8l'11pets ..00 high roof arett. desi&,n. per
<br />Minnesota Bulldini Code, LI.. Floor L08d -,~'!: PSF. Wind Lood - ~ uflC
<br />3. AU footings sr.U heRr (11 wu with 8 'VIr... allowable bettring capacity c..l '2;00
<br />PSF. ReC... to ooil reporl No. X.8i<:>ZG.+ DATE 0 -l^N, '~a7
<br />by SUOTeIUtANE!A)..i eN':;. Co< excavation and baekClII reeommendalions.
<br />Soil bea.ring CBpaclty to be verined by II pro fessiOf1l!l I lIOill engineer.
<br />4. All concrete steU be normal weight concrete of the foHowin&, mlnimlm compressive
<br />slrenglh 81 28 doys.
<br />8. Exterior expaied concrete - 4000 PSI air entrained.
<br />b. AU olh... eonorelo - 3000 PSI.
<br />5. All reinforcing- bars shRll be new billet steel bars conforming to ASTM A-lHS
<br />grade 60. Continuous bllll"'5 shall lap 30 diametenl where spliced but not leS$ thltn
<br />18 inches. Not more Uvln i ot the bars shall be spliced in MY one direction.
<br />AU vertical bani shall be doweled to tootirc and project 30 diameters unless
<br />otherwaae shown or noted.
<br />6. Concrete masonry mits to be of sizes and shttpes lIS shown on architectural
<br />dMlwlngs. ProVide horizontlll reinforcing every second coune. Bond be8ms,
<br />pUaston, vertically ruled block cores to be filled with 3000 PSI concrete. See
<br />architectural 8nd structural for reinforcing. All masonry units to be luid up with
<br />type "8" mortar.
<br />7. All structural steel unl_ otherwise noted shall eonform to ASTM - A-36 (FY:
<br />36,000 PSI,. AU strootural steel for llbe columns shlU conform to ASTM A-~OO
<br />~de B CFY: -16,000 PSU. Beam conneotiOlll shall be bolted or welded and shall
<br />emform to part 4 of the AIS(; Man\M1 of Steel Con.trucHon. Bolts shell be 3/4"
<br />ASTM A-J25 except 81 otherWISe mown. Provide web stlrteners at aU beams
<br />framing over columrlS. Provide b8llm bel'lring plates at AU beam! bearing on
<br />masonry. Provide joist and deck bearire angl~ as shown Cf1 plan. All structural
<br />steel to receive one shop COIlIt of rust lnh(bitlve primer.
<br />8. Steel joists to be Curnished and detailed secordlng to SJI standArds. Ex lend
<br />bottom chord of all joists frammg into columns. weld eXlensions to columns or
<br />bea fIlS. All joists and accessories to receive one shop COR t of rult inhibitive
<br />primer.
<br />lit Roof deck to be t 4 - %2 pure, type 1 R. Deck to be laid in accordance with
<br />the roof deck m..nuh.cturer's specifications Rnd the !pecitications of the Steel
<br />Deck Institute. Side laps are to be mechanically fastened Ilt 1/3 points between
<br />suworts by bu tton-punchlng 01' .8 sheet metal screws.
<br />,10. Additional SlWOI't or joists may I"ttve to be added tit mechanical units. Verify
<br />with engineer.
<br />U. Verify aU dimension. with architectural drawmgs.
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