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SEE PLAN <br /> <br /> Ig CENT~RUNE COL <br /> " FACE OF <br /> <br /> I I /~ STFFENER PLA~ <br /> <br /> .q~ ii.,.~ 3vi' - wlB · UNB~ <br /> <br /> mm <br /> m I ~ 1/21, cN:~ F'LA~ <br /> //~_ A325 BOLTS <br />I/~- I/ C~~ '~'="~TS COLUMN <br /> SEE PLAN <br /> <br />rl~'~BEAM CONNECTION TO COLUMN AT EXTERIOR WALL <br />,~ss~/~,~ <br /> <br /> ROOF OPN'O - VERIFY <br /> SIZE, LOCATION AND <br /> I No. w/ARCH. & MECH. <br /> <br /> 1/2 x 3 1/2 x 1/4- ~ ~.J:...~)IM "A" <br />O'--4-" WELD TO JOIST. J ~-T ~)~ <br /> ~ ·m m <br /> <br /> zi2 1/2 x 2 1/2 x 1/~-J~ OMITZWHEN DIM "^" <br /> F'PJ~E IS L~S TH~ 6" <br /> <br />NOTE: AT ROOF ACCESS PROVIDE <br /> / 4 x 3 1/2 x 1/4 (LL.V.) <br /> <br />'5'"~TYP. ROOF OPENING DETAIL <br /> <br />GROUT & BLOCK BEAM <br />POCKET SOUD. D ~ [~ ~ 3/8" STIFF. PLATE <br />WHERE PLATE IS NOTE ~ EACH SIDE <br />ON PLAN STOP 1 <br />FROM W. NJ_ <br /> <br /> ~SFF PLAN FOR <br /> <br />CAULK JOINT BELOW BEAM STUD BOLTS, <br /> <br />SEEPLAN FOR V~RT. <br />WALL REINF. PROVIDE <br />1-~5 MIN. FTG. TO PLATE. <br /> <br />'2~'~IYPICAL BEAM BRG, ON MASONRY <br /> <br /> THAN 125~im. ~/ <br /> LOAD LOAD <br />NOTE: <br />ADD ANGLE TO JOiST IF CENTER UNE OF LOAD <br />LOAD IS OVER 6" FROM PANEL POINT CENTER <br />CENTER LINE. ANGLES TO BE PROVIDED AND <br />INSTN-LED BY GENERAL CONTRACTOR. <br /> <br />~6~"~JOIST REINF. FOR LOADS OFF PANEL POINT <br />~ss~y <br /> <br />(36/~- PATTERN) ~ <br /> ;56" WIDE SHEEr <br /> <br />(30/4 PAl-FERN) ~ <br /> 30" WIDE SHEET <br /> <br />:: TYP. WELD PATTERN AT <br /> L~PS AND INTERMEDIATE <br /> SUPPORTS, <br /> <br />1.1YP, WELD - 1/2" ROUND EFFECTTVE FUSION DIAMETER, <br />2. WELD EACH FLUTE AT BUILDINC EDGE AT END SPAN. <br />3. WELD DECK AT 12" B.C. AT P~RALLEL EDGE SUPPORT. <br />4. SEE SPECIFIC. ATIONS & GENERAL STRLI~qlJRAL NOTES. <br />5. AT DECK ~IDELAP, PROVIDE. 2-tf12 TEK SCREWS PER SPAN <br /> TYPICAL (AT THIRD POINTS), <br /> <br />'3~'~TYPICAL DECK WELD DETAIL <br /> <br />SEE ARCH. FOR STANDING <br />SE~ METAL ROOF. <br /> <br />BOWSTRINO JOIST <br />w/EX~NDED TOP <br />CHORD. <br /> <br />CON'T, L 5x3x1/4 <br />METAL STUD SUPPUER <br />CONN.PROV1DE SUDE CUPAT SIM. <br />SEE ARCH. FOR METAL <br />STUD CLOSURE WALL. <br /> <br /> SEE PLAN <br /> <br />STEEL <br />JO~ST <br /> ~- STEEL BEK~ <br /> <br />f7"~ROOF DETAIL AT VAULTED CEILING <br /> <br />L2 x 2 x 3/16 EA.~_ . IlffL <br />SIDE OF COLUMN <br /> <br /> SEE PLAN I I' <br />MIN. BOLTED CONN. h <br />2 ROW - WS,lO,i2~ <br />3 ROW - W14,16,18 <br /> <br /> SEE PLAN <br /> <br /> C~N~RUNE COL <br /> /l/4V <w~LD sIDEs ' eOT' <br />r ~ ~6 x 4 x ~ x 6" w/ 1/4" <br />L ~ / S~. P~TE FOE ~EEL ~1~ <br />~w~-l~" ~ ERE~ON BOL~. <br />~ ~ A~EE JOIST ~ S~. <br /> <br />I+l ~2-~.~3x <br />I+1 I ,/~O. ~ OF ~25 ~L~. <br />~ J ~ LENO~ ~ REQUIRED, <br />LI ] ~ I~0~ <br />~a I ~0~ k~ ~mu <br /> J 4. ' 3"~G OF L~SE ~GLE <br />~TO 2" ~D RE~ <br /> TO ~L. ~R B~. <br /> <br /> ~LD THUS: <br /> <br />'~4~"~TYP. JOIST CONN. TO TS COLUMN <br /> <br /> STEEL JOIST w/"2-1/2"---~ /~' <br /> DIA. ERECTION BC(_~. \ <br /> FIELD WELD AFTER <br /> ,JOISTS ARE EREC'~D. <br /> <br />5/B" s'nFF. PLATE ~ '"~ <br />EACH SIDE: ~ '~ ~"1 <br />5/8" - W16 & UNDERi \ <br /> <br /> ,'~2~ BOLTS. 'rS COLUMN~':~ <br /> <br />SEE PLAN <br /> <br />~8'"~TYPICAL BEAM TO COLUMN CONNECTION <br /> <br /> Tushi¢ <br />A, lontgom ¢ry <br />Associotcs <br />Inc. <br /> <br />3300 Edin~rough ~k3y, ~601 <br />Mnmapo[is, A~nne~ot~ 5.5435 <br />612-830-8208 fax 830-8215 <br /> <br />I~-I{o4ie & A~ <br /> <br />~TB Univeuei~ A~. <br />Suil~ 140 <br /> Paul. MN 55114 <br /> <br />at2/~47--4t29 <br /> <br />~ By [XdO, RLS <br />Pmj~t Engineer O~dO <br />Checked By O~H <br />~ ~&~7 <br />Revisions <br /> <br />CITY REVIEW <br />NOT FOR CONSTRUCTION <br /> <br /> <br />