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1 0 2 0 3 0 4 0 5 m 6 0 7 0 8 0 9 0 10 ■ 11 IN 12 0 13 ■ 14 ■ 15 0 16 <br />■ 17 ■ 18 0 19 0 20 <br />STEEL <br />COLUMN SCHEDULE <br />TYPE <br />HSS5x5x3/8 <br />2"—, 8" �,;--2" <br />T, <br />-0 6 <br />BASE PLATE <br />00 <br />PLAN <br />�114 <br />PL 1 x l'-O" x V-0" <br />BASE PLATE <br />50 KSI <br />(4) 3/4" DIA. A.B. <br />ANCHOR BOLTS <br />10"EMBEDMENT <br />F1554 55ksi <br />COLUMN TYPE <br />COLUMN NOTES: <br />FILLET WELD NOTES: <br />SEE NOTES <br />COLUMN CL <br />SEE NOTES COLUMN CL <br />#1 #2 <br />& <br />RECESS COLUMN <br />1. PROVIDE 114" CAP PLATES ON ALL TUBE <br />1. ALL WELDS ARE CONTINUOUS ALL <br />#1 &#2 <br />BASE PLATE AT SLAB <br />AND PIPE COLUMNS UNLESS NOTED <br />AROUND COLUMN BASE. <br />2' <br />U) <br />ON GRADE <br />OTHERWISE. <br />W <br />00w <br />TOP OF CONC SLAB <br />2. PROVIDE 5/16" FILLET WELD AT ALL <br />N <br />0� <br />ox- zw <br />2. ALL ANCHORS TO BE Fl 554 55ksi <br />COLUMN MATERIAL THICKER THAN 1/2" <br />TOP OF SUPPORT <br />7 71 , <br />MATERIAL UNLESS NOTED OTHERWISE. <br />AND 1/4" FILLET WELD OTHERWISE. <br />3. SET BASE PLATES ON WEDGES, SHIMS, <br />f-1 <br />OR LEVELING NUTS AS REQUIRED. <br />4 <br />W <br />a- <br />00 <br />w <br />W <br />00- <br />_j <br />W <br />A <br />Z <br />W co <br />< <br />a- w <br />, <br />< A <br />C) <br />w w <br />w <br />w <br />w 00 w <br />A <br />WK <br />Z> 11f 4. <br />Co w <br />mw <br />Cli 0-1 <br />> U) <br />A Z <br />4.4 w <br />w <br />W <br />0 <br />z 4 <br />TACK WELD (2) <br />0 A <br />A <br />Z Z .4. <br />0 <br />TACK WELD (2) <br />0 <br />z <br />1 4 <br />4 <br />PLACES@3/4" DIA <br />z <br />PLACES@3/4" DIA <br />HEAVY HEX NUT (TAP).4 <br />47 <br />OR LESS <br />(3) PLACES ALL <br />44 <br />4 <br />HEAVY HEX NUT (TYP) <br />OR LESS <br />(3) PLACES ALL <br />41 <br />OTHERS <br />OTHERS <br />SEE COLUMN SCHEDULE FOR SIZE <br />SEE COLUMN SCHEDULE FOR SIZE <br />AND NUMBER OF ANCHOR BOLTS <br />AND NUMBER OF ANCHOR BOLTS <br />TYPICAL ANCHOR BOLT DETAIL <br />TYPICAL RECESSED ANCHOR BOLT DETAIL <br />CONCRETE EMBED <br />PLATE CONNECTION SCHEDULE <br />SINGLE PLATE CONNECTION <br />EMBED PLATE AT CONCRETE COLUMN <br />MARK <br />BEAM SIZE <br />REMARKS <br />NO OF A325N BOLTS <br />PL THICKNESS <br />FILLET WELD E.S. <br />HEADED STUD <br />PLATE SIZE <br />BCOI <br />W14, W16 <br />(4) 3/4" DIA. <br />3/8" <br />1/4" <br />(6) 5/8" DIA. x 5" LG. HSA - (3) ROWS OF 2 <br />PL 1/2" x 1 -0" x l'-4" LG. <br />BCO2 <br />W12 <br />(3) 3/4" DIA. <br />3/8" <br />1/4" <br />(6) 5/8" DIA. x 5" LG. HSA - (2) ROWS OF 3 <br />PL 1/2" x l'-4" x V-0" LG. <br />EMBED PLATE <br />DETAILS <br />REINF. CONC. -SEE PLAN <br />SPECIAL L-SHAPED EMBED <br />PLATE - SAME AS SCHEDULE <br />04 <br />REINF. CONC. - SEE PLAN <br />EXCEPT AS NOTED BELOW <br />EMBED PLATE PER SCHEDULE <br />io <br />HORIZONTAL SLOTS AT <br />HORIZONTAL SLOTS <br />A <br />SINGLE PL <br />AT SINGLE PL <br />SINGLE PLATE CONNECTION <br />SINGLE PLATE CONNECTION <br />A <br />(0 <br />PER SCHE ULE <br />PER SCHEDULE <br />A <br />2"—;N 8" —2" <br />ZN 1,2 <br />IL <br />e- <br />11- 011 <br />4 <br />A - <br />W-BEAM - SEE PLAN1'-0" <br />W-BEAM -SEE PLAN <br />\ <br />12" x 16" <br />12" x 16" <br />(6) STUDS <br />(6) STUDS <br />BC01 <br />BCO2 <br />TYPICAL BEAM CONNECTION <br />OFFSET BEAM CONNECTION_ <br />NOTES: <br />1. THE MINIMUM DISTANCE FROM STUD TO CONCRETE <br />EDGE IS 4 1/2", AND MINIMUM STUD SPACING IS 5". <br />3. EMBED PLATE SCHEDULE DOES NOT INCLUDE PANEL TO PANEL CONNECTIONS OR EMBEDS AT CONTINUOUS DECK ANGLES. <br />2. THE MINIMUM DISTANCE FROM STUD TO EDGE OF PLATE IS 1 1/2". <br />4. EMBED PLATES INSTALLED ABOVE ROOF DECK AND/OR EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED. <br />W-BEAM <br />A325N BOLTS <br />SINGLE PLATE CONNECTION SCHEDULE <br />PER SCHEDULE <br />A325N BOLTS <br />BOLTS <br />PER SCHEDULE <br />SCHEDULE L <br />2" SINGLE PL <br />1 1/2" SINGLE PL W1 <br />1/2" T=THICKNESS <br />CAPACITY -KIPS <br />(FACTORED) <br />BEAM SIZE <br />NO. OF A325N <br />BOLTS <br />HOLE TYPE <br />PLATE SIZE <br />BOLT SPACING (S) <br />MIN. EDGE <br />DISTANCE (L,,) <br />FILLET WELD SIZE <br />T <br />L <br />27.7 <br />W8** <br />(2) 3/4" DIA. <br />SSLT <br />3/8" <br />6" <br />3" <br />1 1/2" <br />1/4" <br />_ION <br />CONNECTION <br />47 <br />W10** <br />(3) 3/4" DIA. <br />SSLT <br />3/8" <br />8" <br />23/4" <br />1 1/4" <br />1/4" <br />N <br />47 <br />W12** <br />(3) 3/4" DIA. <br />SSLT <br />3/8" <br />91, <br />3" <br />1 1/2" <br />1/4" <br />wo <br />0 < <br />0 w <br />m <br />0 U- <br />= <br />zo <br />47 <br />W14 <br />(3) 3/4" DIA. <br />SSLT <br />3/8" <br />91, <br />3" <br />1 1/2" <br />1/4' <br />63 <br />W16 <br />(4) 3/4" DIA. <br />SSLT <br />3/8" <br />12" <br />3" <br />1 1/2" <br />1/4" <br />79 <br />W18 <br />(5) 3/4" DIA. <br />SSLT <br />3/8" <br />15" <br />3" <br />1 1/2" <br />1/4" <br />95 <br />W21 <br />(6) 3/4" DIA. <br />SSLT <br />3/8" <br />18" <br />3" <br />1 1/2" <br />1/4" <br />o <br />C14 <br />W24 <br />(7) 3/4" DIA. <br />SSLT <br />3/8" <br />21 <br />3" <br />1 1/2" <br />1/4" <br />127 <br />W27 <br />(8) 3/4" DIA. <br />SSLT <br />3/8" <br />24" <br />3" <br />1 1/2" <br />1/4" <br />127 <br />W30 <br />(9) 3/4" DIA. <br />SSLT <br />3/8" <br />26-1/2" <br />3" <br />1 1/4" <br />1/4" <br />159 <br />W33 <br />(10) 3/4" DIA. <br />SSLT <br />3/8" <br />30" <br />3" <br />1 1/2" <br />1/4" <br />175 <br />W36 <br />(11) 3/4" DIA. <br />SSLT <br />3/8" <br />32-1/2" <br />3" <br />1 1/4" <br />1/4" <br />3" MAX- 1-1/21, <br />TYP <br />STD STANDARD HOLES VALUES BASED ON HSS CONNECTIONS MANUAL -1ST EDITION -TABLE 4-8. <br />-1/2 <br />! <br />SSLT SHORT -SLOTTED HOLES TRANSVERSE TO DIRECTION OF LOAD VALUE BASED ON MINIMUM WEB THICKNESS OF 1/4". <br />SUPPORTS FLEXIBLE OR RIGID <br />N THREADS INCLUDED <br />3" MAX <br />X THREADS EXCLUDED <br />11 m 2 4 0 <br />FOOTING SCHEDULE <br />TYPE <br />SIZE <br />REINFORCING <br />REMARKS <br />WIDTH <br />DEPTH <br />LENGTH <br />C �) <br />4'-6- <br />11-01, <br />CONT. <br />I <br />(6) #5 LONGITUDINAL TOP & BOTTOM WITH #4 AT 12" O.C. <br />TRANSVERSE TOP & BOTTOM W1 ACI 90' HOOK EACH END <br />C�) <br />6'-6" <br />1'-4" <br />CONT. <br />(7) #5 LONGITUDINAL TOP & BOTTOM WITH #5 AT 12" O.C. <br />TRANSVERSE TOP & BOTTOM W/ ACI 900 HOOK EACH END <br />5.0 <br />5'-6" <br />5'-6" <br />11-01, <br />(6) #5 x 6-0" LG BOTTOM EA. WAY <br />C3 <br />-j <br />McEtrom mEngineering-i <br />V <br />STRUCTURAL DESIGN GROUP <br />1835 EDGEWATER DRIVE ORLANDO, FL. 32804 <br />PHONE: 407.245.8775 FAX: 407.245.8744 <br />WEBSITE: mceiroyeng.com <br />Firm Registration: #33835 <br />ME PROJECT NO: 1621-04 <br />'70 THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY <br />WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE <br />SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN <br />ACCORDANCE WITH CHAPTER 533.79 AND CHAPTER 633." THE DRAWINGS <br />ARE BELIEVED TO BE CORRECT TO THE BEST OF MY KNOWLEDGE. THE <br />ACCURACY OF THE AS -BUILT CONDITIONS CANNOT BE GUARANTEED. <br />SEAL <br />Craig E. McElroy P.E. - FL No. 44741 <br />01k0liffilt" /If <br />1%b <br />I%. <br />0. <br />STATE OF <br />IN: <br />VON <br />Ad xvile n t H ea Ith <br />ZEPHYRHILLS <br />ZEPHYRHILLS GENERATOR ADDITION <br />u n "11 <br />WL <br />A R C H I T E C T S <br />DATE SUBMISSION <br />12.17.21 CONSTRUCTION DOCUMENTS <br />SCHEDULES <br />PROJ. NO. H-20232.00 SHEET <br />DRAWN VMM <br />S50 <br />1 <br />7 io 2 0 1­4 14 0 15 0 17 + 2 20 <br />Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax mw.huntonbrady.com License AAC001744 <br />