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HomeMy WebLinkAboutRevision1 '���"� i � 5� i; SYSTEM � ' �\V ITS 1� � , d , I <�111 I��, r ._J � ;S 1L _d GENERAL NOTES: THIS DRAWING IS FOR AERIAL PRECAST CONCRETE, LLC AND SHOULD BE USED IN CONJUNCTION WITH APPROVED ARCHITECTURAL, STRUCTURAL AND MECHANICAL PLANS. AERIAL'"'" ELEMENTS: FC = 5,000 PSI AT 28 DAYS 3" CONCRETE SLAB ALL STRUCTURAL ELEMENTS DESIGNED BY AERIAL PRECAST CONCRETE, LLC FOR THIS PROJECT HAVE BEEN DESIGNED IN COMPLIANCE WITH 2O14 FLORIDA BUILDING CODE. DEFLECTION CRITERIA: LIVE LOAD DEFLECTION LIMIT: LENGTH/360. TOTAL LOAD DEFLECTION LIMIT: LENGTH/240. STRUCTURAL STEEL (AISC LRFD) ALL STRUCTURAL STEEL COMPLIES WITH AISC LRFD 13TH EDITION. STEEL BEAMS - ASTM A992 (GRADE 50). STEEL RECTANGULAR / SQUARE COLUMN SECTIONS - ASTM A-500 (Fy=46 KSI), GRADE B. STEEL CIRCULAR COLUMN SECTIONS - ASTM A-500 (Fy=42 KSI), GRADE B. STEEL ANGLES - ASTM A592, GRADE 50 STEEL ROUND WEB MEMBERS - ASTM A36 ALL STRUCTURAL STEEL PROVIDED WITH A SHOP COAT OF RUST INHIBITIVE PAINT. ALL SHEAR STUDS - TYPE B, ASTM A108 (Fu = 65 ksi) CONSTRUCTION NOTES ALL SHOP AND FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED, AS DESCRIBED IN "AMERICAN WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE" (ASW D1.1), TO PERFORM THE TYPE OF WORK REQUIRED. ALL STEEL WELDING RODS SHALL BE E70XX ELECTRODES, ALL STEEL BEAM CONNECTIONS ARE INTENDED TO SIT DIRECTLY ON TOP OF TOP PLATES OF HOLLOW STEEL TUBE COLUMNS (NOT TO THE SIDE OF STEEL TUBE COLUMNS). DO NOT CUT TOP PLATES OF STEEL COLUMNS TO BE FILLED WITH GROUT. ALL STEEL BEAMS CONNECTIONS TO EMBED PLATES ON CONCRETE SHALL BE DONE AFTER CONCRETE HAS REACHED 70% OF THE SPECIFIED COMPRESSIVE STRENGTH (VERIFY WITH THE 7 DAY CONCRETE SPECIMEN BREAK RESULTS). THE CONTRACTOR AND /OR THE OWNER IS RESPONSIBLE FOR VERIFYING THAT ALL DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS CORRESPOND WITH THOSE IN THE FIELD. THE AERIAL ENGINEER, THE STRUCTURAL ENGINEER AND THE ARCHITECT OF RECORD SHALL BE ADVISED OF ANY VARIATIONS BEFORE FABRICATION. AERIAL PRECAST CONCRETE, LLC WILL NOT BE RESPONSIBLE FOR ANY CHANGES OCCURRING AFTER THE SHOP DRAWINGS HAVE BEEN APPROVED BY ONE OF THE FOLLOWING: OWNER, GENERAL CONTRACTOR, ARCHITECT OR THE STRUCTURAL ENGINEER OF RECORD. FABRICATION WILL START ONLY AFTER APPROVAL HAS BEEN RECEIVED. ALL CONCRETE BEAMS AND COLUMNS SHALL BE LEVEL AND SQUARE READY TO INSTALL THE AERIAL FLOOR SYSTEM. DO NOT PLACE SKIDS OF BLOCK, SAND, DRY WALL, ETC. WITHOUT SHORING. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE TEMPORARY SHORING. DO NOT DRILL, BURN, OR CUT ANY OPEN WEB STEEL JOIST. PENETRATIONS THROUGH THE 3" CONCRETE SLAB OF UP TO 5" IN DIAMETER ARE ACCEPTABLE. LARGER OPENINGS REQUIRE THE APPROVAL OF AERIAL FLOOR ENGINEER. NO PART OF THE ROOF LOAD SHALL BE APPLIED ON THE SLAB WITHOUT THE APPROVAL OF AERIAL FLOOR ENGINEER. ALL VERTICAL REINFORCEMENT IN THE TIE BEAM MUST BE OFFSET AT LEAST 4" FROM THE INSIDE FOR BEARING CLEARANCE OF THE AERIAL FLOOR SYSTEM. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO GIVE US FREE AND EASY ACCESS FOR OUR CRANE AND TRAILERS. NOTE: SHOP DRAWING SHOULD BE USED IN CONJUCTION WITH ARCHITECTURAL & STRUCTURAL DRAWINGS, FOR ADDITIONAL DIMENSIONS AND MORE DETAILS. O� /;� CONCRETE SLAB �j H jj CONTINUOUS SHOE PARE MESH 6// W2.9 6 W2.9 % W2.9 2JJ" MIN. XAX—STEEL JOIST BEARING �� —24" MAX T1?.—I ' CONTINUOUS #4 REBAR �.m A�A END OF STEEL JOIST DETAIL �VIEWEA END DIAGONALS FOR AERIAL FLOOR SYSTEM VIEW B N.T.S. M — — — — — — — — — — — — — — — — III 4 I I°' ° 1' 2') 3' q , lil I I I I � I i 1 III I I I APc-3 POUREDANPLA 1q1 III (BY QTHERS) ,^� III r6' CONC, I I Q Q o III : LSLAB _ -J IfI° a I.I° ill I I I I � III 4 tll ° -adI B-1 -t-+-- I ---- -{- Q d 1 I L41 I I . III PC4 1 l �< Ill OUF1iFOIN PLACE 21 i I I (BY..19THERS) 6� nPc-4 i I laI fI11'CONC.J 1 1 14 111. 4 4 I I'I IIt Aii q III 00� I I f fll emu— c II6r 1 1 1. 1 ° L� L— -- —Q r-� I o L E G E N D B-1 STEEL BEAM SCHEDULE C1 STEEL COLUMN SCH. STEEL BEAMS — —'— JOISTS ANGLE FOR SPECIAL JOIST 111-• JOIST NAME 4"X6"X3/8" ANGLE LEDGER SLAB NUMBER F '.T'.7.'T THICKENED SLAB AREA E r r r 0 0 �I �I 10 9 t. r, o � � OPEN TO BELID — — �X`I -- T TT/TTTt\ I — FT�1I I 11 1 1 I I �9` I I V I I Pg3 I I 10 13 _ _ _ _ _ _ _ ---- -- — --- ----- — ° — ©— FT _rT-I- 5 > �� �� y� 1 ° III 1 IA I . - 4 " LI m 1 4 d I I LLJ d 15 ° a III ° I 1 ° ° ° Q d' I I IId' N N I a 4. d v d c ° Lu q 4 0" 4'-0,. " -;)" 3'-9" 4 0" 1'-4t I I Q CONC.- �j r, r, r\ �, r, I a t6 .' SLAB a,' 4 p .j 0 0 0 0 0 o I l l I q a I ® 44 n 5 14) IR 1 2NDIFLR. )F AAR ..I —---- J °4 I d d. 1 141 d n v I' 4 °�� 4 �' 4 �,° d I �. �I q a tl\ 1 ®d q 1 d' .e __--_---o --A --4-, 4 Id I I I d q m 11 IVI Ia I I I I APC-3 1 a 1 I I 4, ° I d° I.. I 11, i I I I I ', d' < -5 1 ° a q 4 -- - — — — d III d I I — — — POURED IN PUCE "-�' I' `r. (BY OTHERS) .. I L16I d °u) III t 4 4,, ° I II I v° ! I q a° J4.. 1 � a Q d' . II I I©I I 4.4 --- Ala! d I .I �I I I ! q ° 11'6 COpiC.1 q Il 1 SLAB —, vli°I d4.` d I - �„ '. ° as dII .I4I 1 a 11 i 11, t ENG---- :=1' a II I I I I I° ° v 1 v v ,/ v --4-- — i 1 14 5 1 EL �jpS (7C,a 1 APC-3 OPENING 1 �r� ° 4' 111 1 /r A18 Ilk I I-P.I.P, "' (IBl( OTHERS) II L- n I � 1 N N N 7"THICK SLABS � 777 1 �� ...� I . �' i o I: I I r-I APC-4 12*- 4'-LI:. 4: 4, 11' \I, x L.......................... L__1---- — --- --------J�=._...--t---J -- — — 5�i'-8 d . I I a I sT. LUCIF calm pt u,.0 U� Icin \? J ° I REViEWEDFORCOG 117 I 4 q %.d I I. ®' ( I ° ( REVIERED BY DATE 4 ( I PLANS AND RMIT MUST BE I�PT ON JOB d 4 I OR NO INSP TION WILL BE MADE. ° CONCEALED FASTzNEFS OR AT --� —4GT pRETNERES?ON51`IL',f'! r 1 — a — r CUNTRRCTOR Ot nor I 1 d. Al -- ---------- —.—.-- d 1, I a 4 a. 2 4'-0" q ° 6 q', 4 THESE PLANS AND ALL PROPOSEDIA ---_ L — — — — J - — — — — --- ---- J-- =-• - -- .:..- -- — d — ._.— -d — — — ARE SUYJECT TO ANY CORRECTIO E —---------`-----------. REQUIRED BY FIELD INSPECTORS I H _ MAY BE NECESSARY IN ORDER TO COMPLY WITH ALLAPPUCABLE CO D1 ' CIE D NOV 2 7 2017 PERMITTING St. Lucie County, FL AGSTEN ENGINEERING, INC. T" 1 has been reviewed for compliance "r c' :i n and working documents, including a s'• :,rr;ci l dimension check. This review does not rehove supplier of requirements of the contract documents and general notes. A complete dimension check, selection of construction techniques, coordination of this work with other trades, and job safety is the responsibility of the Contractor. NO EXCEPTIONS TAKEN ❑ G=VI O MAKE CORRECTIONS NOTED ❑ C ❑ INCOMPLETE D BY0 -, 10 9A NOTE: PLANS TO BE APPROVED BY ARCHITECT OR E.O.R. SECOND FLOOD LAYOUT FLAN SCALE %4" = 1 ' - 0" a 0 w OL a o a ;n cD o 0 z En 0 ti a o 0 o a o O z 2w S o a O ) ¢ Ui CJi ] J o 0 I o II r, d 17 > W \ ¢ a m m J Z }' W Q I I a W v0 W a F 2 Q � Q C7 Cc Mw w UZ UZ w 0 MW'aO'tLID ® Z W 7 M w N Z � LUM - NN z *zm�V U I.Li LU � ® w 11(6 E0 v W p U LL NO Q U LL 1 - 0 LZ N�00) DLL 00@ a W�Ma� �QL0Lr)a p o) rz W J U U W w Z U 0 J a i � U Ir Q a I H � Q N M IT Ca Q T s W U Z zA LU 0 1.4 F- 4 U7 0 T w C)OOO A pa W �-I •-i w Cn 0 W M� W I-4 ►"� ET No. '-1 SEQUENCE "-Tar 1 OF 4 L E G E N D B-1 STEEL BEAM SCHEDULE C1 STEEL COLUMN SCH. STEEL BEAMS — - — JOISTS ANGLE FOR SPECIAL JOIST J'1-D17 JOIST NAME r", 4"X6"X3/8" ANGLE LEDGER C% SLAB NUMBER �'T..... L--J THICKENED SLAB AREA STEEL BEAM SCHEDULE MK QTY. LENGTH SIZE ELEVATION B-1 1 6'-3" W14 X 43 10'-911 B-2 1 28'-3" W14 X 43 10'-9" B-3 1 17'-11"I W14 X 30 10'-9" B-4 1 11'-4" W14 X 30 10'-9r' B-5 1 11'-4" W14 X 30 10'-9" B-6 1 12'-7" W14 X 22 10'-9" B-7 1 14'-11" W14 X 22 10'-9'r B-8 1 10'-3" W14 X 43 24'-9" B-9 1 28'-11" W14 X 43 24'-9" B-10 1 43'-5" W14 X 30 24'-9" B-11 1 15'-3" W14 X 43 24'-9" B-12 1 1 17'-1" W14 X 43 24'-9" B-13 1 13'-3" 1 W14 X 431 24'-9" STEEL COLUMN SCHEDULE MK QTY. SIZE & LENGTH SC1 1 IHSS 31"X 3j"X 1 /4"X +13'--0" - _' � - --'• -�-' - - � - � aP 3 6 PC-3 11 APC-3 ..T..- .- .� -...� _...- � ..._..........�..._......_. r......_.w..,_..,� _ .- T - - cc I I I\ I II I I I I I I I I I I\ r I T9 0 r. v 17 r I I I \ li I P I I I I I i I I I APc-4 I'.'.'.'.'.'.'.'.'.'.'.'..'.•.'.'.'.'.'..'.'.'.'.'.'.I --1--I-------µ I I IIIv I- I I I I I I I I T-THICKSLAB I--4-I-----4 13RD FLR. I I I III I I I I I I I I f F I S1 Aa H C A C-3 I I I APC3 I k-r--I-- - 8, o„ ' d. oy 4'-0„ 4 0„ I I 4'-0„ 4' o„ 4'- o„ 4, 0" 4, _ 4' o„ 4 0 I a - � 16 CONC. b I 18/ I I `SLAB . _ I i I 4 4 .d 4 .. a POURED IN PLACE I I c (BY OTH�f S) I r? O 4 1 I.. 4�. 14 <4 .. a 4 d 2'-4" 12 III 89 16 I - PC-3 I I APC-3 APC-4 I I a I — — — — — — B-10 L — — — — ---_ �.� .— —.—.—. 16'-o"OEENINOI 00 I 1� 16'— 4" 0 0 7'- 1 ,z G4 �I n( � r 8 1g0� I I aPc- I I T'THICK SLAB,� n I j ................ IVAI i 4'-0" \ ----1 LJ — -- 37''-10" 4'-2" #1) old 4 o '° as 4. ° LFF Z5_(r4. 014 r` - ,._.- POURED IN PLACE - ------ ° (t OTHER} d - . 4 °. 4," 4 4 4 4 4 I d I I 4 4 4 °• �' 4 1 ! I 4 aPc- Q a 4 I I ° d iFFteYa I I - - _ -- .7 I d•' 4 I POURED 1l PLACE 4 iLn N I III (BY OTHERS 4• III 4 16"" CONC. I I I I I a I I SLAB I II �--- dl I a (I I a e a 4 'I I a'-o 3'-1112 I iII I 4'-0" �%4'1'-114� 41 �4 a. I III 4 14 ( I I-I-r I 0 d ------I 6'-o„ I 2'-11 4" 4'-0" 1 t 0 o i I II n NOTE: PLANS TO BE APPROVED BY ARCHITECT OR E.O.R. ^�TEN ENGINEERING, INC. T - I h:^s been reviewed for compliance n and working documents, including a = .•..-:_i mension check. This review does not relisys ccpplier of requirements of the contract documents and general notes. A complete dimension check, selection of construction techniques, coordination of this work with other trades, and Job safety is the responsibility of the Contractor. NO EXCEPTIONS TAKEN ❑ REVISE ElMAKE CORRECTIONS NOTED ❑ REJ--TED ❑ INC?LETE �� ❑ RE, ,;� _IT THIRD FLOOR LAYO UT eA SCALE %4" = 1 1-0 It of d o in O ID 0 0 0 wQ O p Q � O OQ Of z J J a 75 w O0 � J O n o � 0 n m rc > rc a \ ❑ Q a O > m o Z m 0 W 0 > N of a O w a t CU A max" Er *a r > � 5, 00 I m (0) W W �* z Uw T m Z 0 ® M W 7 M L0 z_LU LULLJ M LU LU > N *z00�� ® w aafn Ea i WITa p U FL X O'I Ir-0 fL Q L U NM0d) �JNO� j L L 0 q NN'LZ M M a� 0 Mf]m0 if) U) m W Ir ZO agWW0 , ca Q LU `� U z z � w o Qw ox W � A � LU C) ;4W M) SHEET No. �C 2 ,QUENCE 2 OF 4 (2) 6" LONG #4 WELDABLE REBAR ANCHORS (2) 6" LONG #4 WELDABLE REBAR ANCHORS �^Iti PLATE 5" X 7)¢" X Ya" PLATE 5" X 7Y2" X X" CH-100 (INSERT) CH-200 (INSERT) ff PLATE SIZES CAN VARY BY + 1" IN BOTH DIRECTIONS i� TIE BEAM EMBED FOR SLAB APC-3 N.T.S. PL. 8"X15"X3/4" W/ (6)-3/4" OX5 3/4'. 1/4" LONG / HEADED STUDS. a: a N �a e d () 2 L 3"X3"X3/8" ° /�8" LONG 0 d as STEEL BEAM a d d a . '' CONCRETE v 3/16" 2" BEAM (BY OTHERS) 5 STEEL BEAM EMBED TO CONCRETE BEAM APC-3 CONNECTION BASE PLATE 12'X 12"X 3/4" THK W/(4)-3/4'O X 161 BOLTS PROVIDE 2Y2" MIN. BEARING OF SHOE ON THE BEAM. (TYP.) a v d d a d d a a as 1 3 J"X3 J"X STEEL COLUMN (SEE SCHEDULE) /4 CONCRETE COLUMN PRE -CAST CONCRETE SLAB AERIAL FLOOR SYSTEM I COMPOSITE STEEL JOIST STEEL BEAM c (SEE SCHEDULE) M1 — s 12 JOIST TO STEEL BEAM CONNECTION APC-3 0 12" 1i s 2 SLAB TO SLAB CONNECTION APC-3 N.T.S. CH-300 PROVIDE 2 1/2" MIN. BEARING OF SHOE ON THE PLATE, TYP. PROVIDE RECESS 3/4" BETWEEN CH-100 EMBED EACH SHOE. 4y2" 3Y2 PLATE. PRE -CAST CONCRETE SLAB BRICK OR GROUT AERIAL FLOOR SYSTEM (BY OTHERS) d" i. <... e. i < ga . r M d d a d a IIILIIII 4 a 3/16" 2" d a a COMPOSITE STEEL d JOIST 44�'a CONCRETE BEAM (BY OTHERS) 6 JOIST TO WALL T.B. CONNECTION APC-3 " STIFFENER STEEL BEAM PLATE `(SEE SCH.) STEEL BEAM _/ AS PER PLAN 6 (TYP.) I I I 3/16" (TYP.) (TYP.) 3" 3/16" I 3"X3"X STEEL I COLUMN (SEE SCHEDULE) g STEEL BEAM TO STEEL COLUMN APC-3 CONNECTION VARIES UP TO 8'-0" PARE MESH % W2.9 X W2.9 (Y Ld j 0 r% 0 � L o a U Q CONCRETE SLAB 5000 PSI L� U JL COMPOSITE STEEL JOIST ML Y4 " EMBED PLATE ® S-0" O.C. TYPICAL (CH-300 INSERT) 3 AERIALTMFLOOR SYSTEM APC-3 N.T.S. TYPICAL SECTION PROVIDE 2Y2" MIN. PROVIDE RECESS BEARING __9\3/4 CH-300 INSERT 7Y23 4'-0" O.C. PRE -CAST CONCRETE SLAB AERIAL FLOOR SYSTEM 2" 3/16' .a .° a ih a ° d BRICK OR GROUT d A. 5/ 8' 0 ROUND (BY OTHERS) a BAR 3" LONG a CONCRETE BEAM a (BY OTHERS) z 4. J a ° CH -100 EMBED PLATE w a v d. COMPOSITE STEEL BAR JOIST 7 SLAB EDGE TO WALL T.B. CONNECTION APC-3 STEEL BEAM %" FULL LENGTH STIFFENER PLATE STEEL E (SEE BE SCHEDU 10 STEEL BEAM TO STEEL BEAM CONN. APC-3 TYPICAL BRICK OR GROUT (BY OTHERS) CH-300 INSERT CH-300 INSERT PRE -CAST CONCRETE SLAB 4'-0" O.C. ® 4'-0" O.C. AERIAL FLOOR SYSTEM " PRE -CAST CONCRETE SLAB 3/16" 2" AERIAL FLOOR SYSTEM a a a a a a _ r� d a 8 PROVIDE 2X" MIN. 3 16 2 z PROVIDE 2)�" MIN. BEARING z BEARING z a :7"*STEEL BEAM w J J ui (SEE SCHEDULE} w 5 8"� ROUND a / STEEL BEAM J u' BAR 3" LONG COMPOSITE V) (SEE BEAM cn STEEL JOIST SCHEDULE) COMPOSITE COMPOSITE JL STEEL JOIST STEEL JOIST 2ZL I 13 SLAB EDGE TO CONC. BEAM CONNECTION APC-3 14 JOISTS PARALLEL TO STEEL BEAM CONNECTION APC-3 CONCRETE GROUT CH-300 INSERT d 1/4" v 3 Q 4 d Q. ARIES CH-300 INSERT STEEL ROU AR (CONNECTION LOCATED 0 3'-0" O.C.) 4 SLAB SEAM DETAIL APC-3 N.T.S. NOTE: STEEL ANGLE MAY BE USED AT SLAB TO SLAB CONNECTION IN LIEU OF ROUND BAR PROVIDE 'is" ANGLE MATERIAL MINIMUM THICKNES 3 }"X3 J"X STEEL COLUMN (SEE SCHEDULE) BASE PLATE I 10"X 10"X 3/4" THK I ( 1/4" — I ( W 4 3 4"O X 51 NELSON STUDS I I CONCRETE COLUMN (BY OTHERS) �, es . • a � gn •� r. • g ' , R ..gay v b ' ' g 8 STEEL COLUMN ON CONCRETE COLUMN APC-3 CONNECTION PLATE 8"X12"XY/4" W/(4)3/4"0X5-1/4" LONG HEADED STUDS PRE -CAST CONCRETE SLAB AERIAL FLOOR SYSTEM • , d ..; d.. CONCRETE BEAM (BY OTHERS) <' 4 9 COMPOST E S EL JOIST � J d p L 4"X6"X3/8" W/ W Lij 1/4" STIFFENER V) LONG WEDGE ANCHOR BOLTS. 5" MIN. EDGE DIST. LOCATED AT JOIST SHOE, 4'-0" O.C. (TYP.) 11 JOIST LEDGERED PERPENDICULAR TO TIE BEAM APC-3 CH-100 EMBED PLATE (SEE DETAIL 1) ® 4'- 0" O.C. o n CONCRETE BEAM (BY OTHERS) PROVIDE 2Y" MIN. BEARING OF SHOE ON THE BEAM. (TYP.) COMPOSITE STEEL JOIST 15 JOIST TO CONC. BEAM CONNECTION APC-3 PRE -CAST CONCRETE SLAB AERIAL FLOOR SYSTE) G' ih 4 a m ♦ A 0 ♦ a a� ° �a a• p o, apmp P �m°r oo Qcr�t✓ pa ya° °ra mF sae' oo pad 1 0y 4w' df-;.rjtpmp o�`apa`°°py��a eCi i •�z� A �. 0� tr �� pP a°� 0 ,ca �aSQ Gee QQ �5 o DE TA PLAN N.T SF 0 o Lo a IL < ccoo 0 0 0 0 LJ N < 0 p Q 0 0 J � 0 2 w W. m R 0 O n o 0 I o C-4 II µ U a tl a 0 m m J Z ci uj In a L m ¢ 0 > m 0s 00 HF- L U � awa A QU aaa U N 0 U I F I w W itz Uz w cn W 'o It LQ tD ® Z Nw 7M''T LU W co -ECM MU' �wN ikZmd z z ww3U0) ® w E^ O rLL W 0 0 LL X 0 I� LL O Q LL U U) 0 (1) 0 �JNO� M00 10-1 j UL 0 m W N I� N.c ih N 0>��� O Q m00)o) u) IA N w U z zQ x W O Q Q w 'H'I ^ V O x w �"I W DO a� PROVIDE 2Y2" MIN. PROVIDE 2Y2° MIN. PROVIDE 2Y2" MIN. 0 0 of `` Na 0 ro 0 BEARING OF SHOE ON THE BEARING 2 LAYERS OF WIRE BEARING CH-300 INSERT ® ❑ z BEAM. (TYP.) CONC. OF SHOE ON THE BEAM, (TYP.) SEE PLAN MESH % W2.9XW2.9 4 Y2 3 4'-0" O.C. 0 0 GROUT — PRE —CAST CONCRETE SLAB N o c PRE —CAST CONCRETE SLAB PRE —CAST CONCRETE SLAB AERIAL FLOOR SYSTEM 0 ° AERIAL FLOOR SYSTEM AERIAL FLOOR SYSTEM 0 3 1 2 / 6 0 ry o z �' N 0 J v v D. D q .. a a Q,a P v 17 NV d d ❑ J ❑ _ D 4 Id BRICK OR GROUT ° 4. 5/8"0 ROUND o (BY OTHERS) a BAR 3" LONG a CONCRETE BEAM ¢ a z ¢ z J d (BY OTHERS) z o y: m z a � a. ¢ m ❑ J J w w a �' CH-100 EMBED PLATE a w ¢ z m< UJ w 2 3 16 3 16 2 w v� ° 4' w 0 4'-0" O.C. ❑ v" o w w a. N COMPOSITE COMPOSITE N COMPOSITE STEEL COMPOSITE STEEL 4" COMPOSITE STEEL STEEL JOIST STEEL JOIST BAR JOIST BAR JOIST BAR JOIST 1'-0" 1'-0" LU I 16 JOIST TO STEEL BEAM CONNECTION 17 SLAB SECTION AT RECESSED SHOWER g SLAB EDGE TO WALL T.B. CONNECTION ~ APC-4 1Y2" STUDS ® PROVIDE 2Y2" MIN. BEARING OF SHOE ON THE BEAM. (TYP.) PROVIDE RECESS C.M.U. BY OTHERS PROVIDE RECESS 12" O.C. 3/4" PROVIDE 2kz" MIN. BEARING 3/4 CH-300 INSERT PRE —CAST CONCRETE SLAB OF SHOE ON THE BEAM. (TYP.) 4'-0" O.C. � AERIAL FLOOR SYSTEM C.M.U. BY OTHERS PRE —CAST CONCRETE SLAB Co UJ PRE —CAST CONCRETE SLAB AERIAL FLOOR SYSTEM M w a1 _ a _� AERIAL FLOOR SYSTEM 2" 3/16" I ,.� *k z L 6"X6"X Na" ANGLE W/(5) a 4 q ... 4 da ° _ 7 U Z a 4 q as Yz 0 X 5" LONG N.S. 4' 4 a P.I.P. BY OTHERS q a w d P.I.P. BY OTHERS 4 4 4° q ' - q° ea ° 4 4 d '4 4 4 a T >f0 Z O 4" .4 a 4 .e 4. CONC. STAIR a a' 4. 4 4 .. a a. d.. °. D 0) LO M BY OTHERS ? 4 . a 3 '16" 2" ¢ d.. q' 4 e. 4 a 5/8"0 ROUND 3/16" 2" ® (D w 0 M z(0 w aQ 64 d' " � a z c d 4 4 BAR 3" LONG z < w m Z E LL m a ° ° 3/16" 2" 0 a ° ° zk Z m V ' COMPOSITE STEEL q COMPOSITE STEEL JOIST w w q d 4 a 4'' a° JOIST "0 Ld GLE 0 ( ® Z LLI U rn w a q' STEEL BEAM L 6"X6"X V ANGLE W/ COMPOSITE STEEL X 5"XLLONGVN.SN® 12" O.C. p cep 0 a (SEE BEAM X 5" LONG N.S. ® 12" O.C. JOIST WELD ANGLE TO STEEL WEB co IL a SCHEDULE) WELD ANGLE TO STEEL WEB W/ Y4" FILLET WELDS 2" STEEL BEAM W/ X" FILLET WELDS 2" STEEL BEAM LONG W/ 8" PITCH T&B (SEE BEAM 4 a.. 4 LONG W/ 8" PITCH T&B (SEE BEAM SCHEDULE) ° SCHEDULE) W AP g4 JOIST TO STEEL BEAM ©STAIR CONN. 20 JOIST TO STEEL BEAM @ STAIR CONN. 21 JOIST TO STEEL BEAM @ STAIR CONN. p U Q LL X APC-4 APC-4 LL Q o MOLL 10 M CH-300 INSERT ® N O >L co 4'-0" O.C. 2" 4y2„ Y2 SLAB ? LL �_ 0 @)AERIAL 3/16" PRE —CAST CONCRETE cm FLOOR SYSTEM m .2 Ld M � � BRICK OR GROUT a ° ° 0 d�/�' Q (BY OTHERS) 4. ; InDI a. v 0) 0)M p � PROVIDE 2V MIN. F BEARING W _J � 5/8"0 ROUND BAR z U W 3' LONG BEAM I(SEE J Z F O N BEAMDULE) N j co COMPOSITE STEEL M W U BAR JOIST ML aN co 22 JOIST PARALLEL TO STEEL BEAM CONNECTION w APC-4 a W U zQ z � �o w 0 Qw /EG3TEN ENGINEERING, INC. '—' O x Th!,; <1,-;.•; g has been reviewed for compliance W e� va.h ccr c'-.ign and working documents, including a supc6;c._I dimension j:e i— o W check. This review does not reliave supplier of requirements of the Q contract documents and general notes. A complete dimension LJJ check, selection of construction techniques, coordination of this work with other trades, and job safety is the responsibility of the Contractor. rl W VNO EXCEPTIONS TAKEN ❑ RZEVIgF 10 MAKE CORRECTIONS NOTED ❑ L, ", .. r0 0 ❑ INCOMPLETE p- aI BY: DA M N h HEET No. "PC-4 DETAIL PLAN E(QUENCE 4 OF ` 4 N.T.S.