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698 Beach Ave 2012 Revisions [ III w-Im I(rXIQ`A5ffTHiCK BASE PLATE. .. . T--- ID oil, 1111 0 —--—--—————— 1, I I III"SOLT HOLE(rYP 4). 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LL (2)2X12 (2)2X 2 —— —————— PLACE GA POST UNDER BEAM SEARING.FASTEN Iw r-T 4) % I ——�_b 1�—AIC CHASE (3 2XIo WALL NAM TO POST WITH M USTAU FASTEN POST TO co NEW DECK FOOTING WITH ASUSIL USE 10d NAAS*4 ALL HOLES. JOISTS ARE 2XII (2)I.?VXII.Sr RACE 4.4 POSY UNDER BEAM SEARING,FASM 2AEGPLAMLVL (2)M(12 LL AT IV D.C. SEAM TO POST WITH(1)LISTAX FASTEN POST TO OR IwV25' WALL BELOW WITH(1)M5TA24.USE 10d NAAA IN (3)2XI2 (2)1'?5XIIAr (2)2xiozl ALL HOLES. 81111501 PLATE..TO 111. 2AE GP LAM LVL WrFH IWFLLETALLARQUNO.SEE oR DETAIL FOR DOL.T HDUE LOCATIONS. (4)2XiO El\ (2)2XIOZI (3)D(12 NKM104,ALL HOLES FILLED WITH 10d NAILS. wl LU8210,2 OR LTIO-3.ALL HOLES FILLED WITH 10d E RAILS.VERIFY-2 OR-3 WITH BEAM CHOICE. ._!��M TO BEAM SPLICE ---------- --- (2)2XIQZi PLACE I"P06T I""BEAM SEARING,FASTEN (2)2X12 BEAM TO POST WITH(1)M$TA24.FASTEN POST TO (2)1.75'XilAW WALL BELOW WITH(1)MBTA24.USE II)d NAJLS IN 2.DE G_P LAM LVL 1 1 2 ALL HOLE OR (2)2X12 82 32 2j' 3t 4 (2)2X5 CONnNUOUS WADER 51(2)2XI02:2 (3)2X12 2t = an CZ) Ion mc (2)2)(12 (3)2XIO (2)2XI02-.i an a - Aj U�-_]I A S5 F-) — o Iw B 12 (3)2X12 2:1 (p2)2)(62:1 El El 11 El WIN (2)VA 2:1 (2)2XG 2:1 (4)BOLT 9 (2)2X12 NoLw'Tw. 1:1 El 1111 El El 1:1 2.W Gf LAM LVL (3)2X12 irwxw C2)2XII 2.1 C.") PLATE. f"VIRST LEVEL FRAMING PLAN El El El 1:11:11:11:1 R 7REV% EVIEMD FOR CODE COMPLIANCE wimm "BEJ ? : a ! 4-N. CITY OF ATLANTIc i3EAC "mw SEE PERMITS FOR�WDITION,,kL I�XQ PLATE DETAIL REQUIREMENTS-AND CONI)ITIONS. REVIEWED BY.*_��a- rl Alm. ( III T-T-r-�T I--SW 17 !, l(r.10oldW THICK BASE PLATE. SW-Im 0 ----------- 0 311V lir il/16*0 BOLT HOLE(TYP 4). EZ -1 UT-I' I (2)1,75'.72V2.0EG-P OR SIZE. H LVL 3:2 MSEAM-SEE f-,VASE PLATE DETAIL A-d i S5 ---------- STUD N! It FASTENING BOTTOM —6 FLANGE TO BASE PLATE 4 4' A. ---------- -T- 0 StIr V (2)1.T5'xT.WZ0EG-P r----- iN ui LAM LVL 32 Viro BOLT v-w HOLE(rYP 4� Z I N 7 W'Xlrxlrr THICK w uj 35 TOP PLATE. -- = 1/4- 0 co r.I=TG1CATLFU w - ----------- BELOW AS SHOWN. MW to WEI 0 MN f�,NTOP PLATE DETAIL z w 0 (2)2XIO2.1 _L4R— ki� ...Z./ Do< (2)2X102A a.0 IRSB- f''%TYPICAL BEAM TO COLUMN CONNECTION r rw Lu I L 1-4r HOLE(rYP 4� STEEL BEAM TABLE 1rxiAr THICK CIO MAW 34ZE (2)2XI02:i TOP PLATE. 55 z BMI WI2X40 (2)2XI02-.1 _a%PLATEDET�AIL am WID(24 a Oka WMI3 .,C:e, %.c (2)2XS 2:1 (2)IX12ZI (2)1. 1Jr X TVX1 F G-P LAM LVL OR (3)2X12 (2)Z(12 ANGLE I tu" (2)2XI2 94.3=12 E VERIFY OR PLACE DOUBLE STUD GROUP L04M (4)lq THREADED BEAM BEARPIG.FASTEN KAM TO STUO GROUP FROM DOUBLE WITH(2)MSTA24.FASYIENSTUO OR"TO FOOTING WITH L71149.USE 10d MALLS IN ALL HOLES. LL i (2)2Xt2 (2)2X12 ------------- —AfCCHABE PLACE BA POST UNDER KAM BEARING.FASTEN 1/4' V WLX31 3)Z(10 WALL KAM TO POST WITH(2)USTA24 FASTEN POST TO NEW DECK FOOTING WITH AWJK USF 10d NAILS IN ALL HOLES. JOWTS ARE VA (2)1'7VXIIAr AT IV D.C. PLACE 4.4 POST UNDER BEAM BEARING,FAEMN 2M GP LAM LVL (2)2X12 Im, LL KAM TO POST WITH(1)MSTA24.FASTEN POST TO OR IWV2.r WALL BELOW WITH(i)MSTA24.USE 10d NAILS IN (3)2XI2 ",rxSOr PLATE,WELDED TO WI2X40 (2)'135-MILSS' (2)2XI02:1 ALL HOLES. 9 2.OE G* LvL WITH 114*FILLET ALL AROUND SEE OR HHUS210-4,ALL HOLES FILLED WITH 10d NAILS, DETAIL FOR SOLT HOLE LOCATIONS. (4)2XiO (2)2XIOZI (3)2X12 WILM E U.1821"OR LU6210-X ALL HOLES FILLED WITH 10d NAXS.VERIFY-2 OR-3 WITH KAM CHOICE. f-,NBEAM TO BEAM SPLICE CZ)2XIO21 Sw--------------- PLACE 4X4 POST UNDER OEM SEARIW,FASTEN (2)2X12 0 BEAM TO POST WITH(1)MSTA24.FASTEN POST TO ;2)1,75-Xilm WALL BELOW WITH(1)MSTA24.USE 10d NARA IN ZOE"LAM LVL (2)2X12 ALL HOLE OR (2)2UX 12 82 (2)2XI02:1 32 (2)2XII CONTINUOUS HEADER (2)2XI02:2 (3)2X12 2t (2)2XI02:2 0 A I t'5-72V 2=-- 1-3 ru J/ *,-,, -7-� 0 BIBB 0 0 THICK ANGUE $TUq$ JIEJ Z 7 Ll V AIR 86 (3)2X12 (2)2X12 (2)2XBZ-1 (2)2)M2:1 (Z)ZM2:1 (2)2XS 2:1 (2)2XI2 =,TTYP. IlAr LOE G�p LAM LVL 11 El 1111 F-I vilkyAw OR Z lip (3)2X12 D El D D Ej ED] 127rXW PLATE f"VIRST LEVEL FRAMING PLAN D E]0 11111111 .1-4r 0, DFORCODEC --WImo CITY OF ATLAiNTIC OMPLIANCE fill BEACH e;;%W12X40 PLATE DETAIL SEE PER MITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS. S2 REVIEWF-D BY. DATE:-g�-3-t Z- 4t 40 — sor 2 OF 6