Loading...
HomeMy WebLinkAboutFLOOR & LAYOUT PLANCONJUNCTION WITH APPROVED ARCHITECTURAL, STRUCTURAL AND MECHANICAL PLANS. k AERIAL to ELEMENTS: FC : 5 t)44 PSI AT 28 DAYS 3" CONCRETE SLAB R CONCRETE, LLC FO SIGNED BY AERIAL PRECAST CO , ALL STRUCTURAL ELEMENTS DE 1, FLORIDA HAVE BEEN DESIGNED IN COMPLI ANCE WITH 2417 FL THIS. PROJECT BUILDING CODE. 0 C DEFLECTION CRITERIA: 10 , L3 RITE LIVE LOAD DEFLECT IGPN LIMIT. LENGT 364 8ti . E NGTH1244. LOAD DEFLECT ION LIMIT L TOTAL -- -____._— _..-----____._-- -__-„_-__„__. _ � �--- _i 1 - ,:: __ em .._-� .. im STRUCTURAL STEEL ISC LRFaI I-. ,_ _..._:� __- __��_ ,__ _ W AISC LRFD 13TH EDITION: 8 ALL STRUCTURAL STEEL COMPLIES WITH � , 7C`3 PC-3 54. I' i STEEL BEAMS. ASTM A992 (GRADE ) K I A r T 544 F 46 KS I), RECTANGULAR 1 SQUARE COLUMN SECTIONS ASTM A (y ), —:. GRADE B. :.- — _ GRADE B. STM A 544 F 5 rl STEEL CIRCULAR COLUMN SECTIONS A f Y ), � 5 d 1 d +.. NGLES ASTM A592, GRADE 0da STEEL A � �....�. '-�--- 1 . , l {' .. la. _l a a I EMBERS ASTM A3E ROUND WEB M A_ .. STEEL ( ,. I • 4 INHIBITIVE PAINT, r ! L_ l L_ ♦ ♦ T OF RUST INW � ) R D WITH A SHOP COAT p .. .. / I 1 ALL STRUCTURAL STEEL P OVIDE t Al u 65 kFa l 1 _ a __ a I a H STUDS -TYPE B, ASTM ) a _:. s , - . _ t 7 .e a I ALL SHEAR SF a � is � I <;.,. , •I I I I ( f sd' s a al { Ma a # a » 4 ' TES �... . : CONSTRUCTION, NOTES �... ...._. ..,-..- ... ! A" a !: ; , . I I 4.. a a" : • : " j, ;♦ e QUALIFIED, AS A ,. ♦ p : • :1 . t a :' BE PERFORMED BY WELDERS Q ) ACE WOP AND FIELD WELDING SHALL • , QUALIFICATION SOCIETY S STANDARD QUALI SCRIBED IN AMERiCAN WELDING OF WORK REQUIRED:} PERFORM THE TYPE - ,a . :0'-0 ," I r. PROCEDURE (ASW Di.i);'TO .. a+ 4 RODS SHALL BE E70XX ELECTRODES. �� ". •.. ALL STEEL WELDING :a_._ .. , ;, °; ' ; < - ♦ � r•• 31Y ", . ' 9 a ♦ .l'. O SIT DIRECTLY ON TOP OF TOP [. '.. _. .. a,.:. a. ,. CTIONS ARE INTENDED T ED IN ALL STEEL BEAM CONNE �y�y_��± p . : y-; C-s' u ,... r. '. .. '., ( .... L L.p c�. a ♦♦ '.:la y " t":r Y.1J 1TiGRJtt.♦ y I ,� xy a p •' ♦:.'. ... '.: •, TO THE SIDE OF STEEL TUBE , , .' }} . ♦. ,. <. , +' c , W STEEL TUBE COLUMNS (NOT. I ' PLATES OF WQU.O 4 a a � L COLUMNS TO BE FILLED WITH a • • ♦ COLUMNS). DO NOT CUT TOP PLATES OF STEEL y ;'-♦ ., y rd. • :.I ,�:.. • ,,. .• y: fa ... ,3. } I4 :. ,. a,a .W.a GROUT. • 1 : ' Ci. Ci. }stM. a , . ♦ .':.r ` a ♦ yyk - r 'A4 a { w.. ,... d aA ,� �tdN fDtAc PLATES ON CONCRETE SHALL C3TIiER d _ . .. ♦ ; BEAMS CONNECTIONS TO EMBED .♦ ,.: {B ,..... $) y t ALL STEEL BEAM • L . ... -... ♦ J. e::.. ♦ a .. .,ry ...., 1 I ,I a w ... W ,... • ♦ .,. 1 d ♦-.., I 4:. a m... v ::, d. •( • a.':.: A COMPRESSIVE „ , ... a % F THE SPECIFIED OM DONE AFTER CONCRETE HAS REACHED 74 O ,. r :. ® ♦ ,.:: d ',: � I Im r' m p A+: SPECIMEN BREAK RESULTS), ( + , ♦ ♦ .. a , STRENGTH (VERIFY WITH THE 7 DAY CONCRETE SPE ) s sTREN iV p a " . . , , � . � a < . , ,,, , , ,; .I p i (. (, , g , A _ .• , , ,. ;' L " VERIFYING THAT b , r ). ,. r. r r_. FOR VERf. ` R a, ,. w v e.. '._ I ..... ♦ ♦ ',:: '. ,: .. .. p:. J.. . .:.. OWNER is RESPONSIBLE CTOR AND lOR THE+ HE CONTRA., ,� _ ♦ .:., - ..4 ._s � Tt1J 7 • ♦" Ta , _ i �r f3. J Ei � 1Y. 1 • . , • . NE ♦ : INGS CORRESPOND. THESE DRAW ALL DIMENSIONS AND CONDITIONS SHOWN ON t IE . i ♦ p r Y. r fr r. +., b r-a ,, .::..0 a __ r, r n::: a ,a r ._ n ._ .�. a •.a. :�-� ..p.. i u ;/ w n 1_ 1 U TURA ENGINEER .. �., q 4 t / <. 1 '' 4 i7 3 t3 a: e s. I ENGINEER. THE STR G L ♦ a . { < 4 O c3 I ,� � � p THE AERIAL , v. 4 3 — ♦ ".:. a a THOSE IN THE FIELD. WITH_, _:.._ . ._..._.._.,� .. ...,..I...�. ,' , RE ♦, a 1 ONS BEFORE A a _ , . o . _j . ♦ . SHALL BE ADVISED OF ANY VARIATIONS D THE ARCHITECT 4F RECORD • a AN ♦ <, , , , 14 ( <: 3 FABRICATION _ ANY CHANGES 8 a a PRECAST CONCRETE, LLC WILL NO T BE RESPONSIBLE FOR . , . � E3 2 • . ♦ AERIAL t....,._., d Y ONE OF THE , . -- DRAWINGS HAVE BEEN APPROVED B ♦ HE SWOP DRAWL ♦ ,• ;,' t a , G AFTER T ♦ � • . . ' I � ' , a OCCURRING -•-'� I • • . ,.. `d . , a , . I., I tl , ' a p. I ARCHITECT OR �rWE STRUCTURAL a .�........ r FOLLOWING: OWNER, GENERAL CONTRACTOR, „•.. , , a • a e:.. .. I ,I .. .I ; _.�.�. --:.arm._ ..♦.... ♦ p.. OVAL HAS .. 's g Y AFTER APPROVAL N WILL START ONLY � 4.;.� -,- ..._ a ♦ .; I »♦ A ROF RECORD. FABRICATION � � t2 , :� ••'r-1 ENGINEER � i I A , . I .1 .. <. I .. ♦� m ! x t'+'J �f a ♦ ♦ a y' eel w a i ! a d m APC- a «d a NRECEIVED ANKSr3 ' a d j]] d i BEE i {y ,... rr„ � .., �j,r. A, emu' � �?'��, •Ik Vr"'U J' y'-�yrr +, � �„Y.. °! A :,. _...r --_ :'_'__�.'.___�_.:_.:- .._:-__:�«,..-_...�.r. •w--_..,.,., .+ ( , ,r a ' • -i.- y ♦ ♦ r a"a t Y `+,9'_ ,. ♦ r, ,. ,e.., ♦ :.n. r:9. ++:.,», w:i,-ti...,r =ua,. "r .:s, xis...",.n,Y L.: yr a.w.. ,Nr ..Y•_ ' vn�..+w, rv._.:.'J a 6 , ,Y 'a /s „ , /{is r ,.:.. � n '`'^� , "% .« 1 ,: a • :: ! ,. •.' rps- nI'^. ..i+., r.r... e'P" 'J.. 9' +k � it •t )J:. /... : ( .. Y.A .. .. y �... .:p � .- a. (� RE READY T® S VA .._....:.....,...-.,,..:..._ ..._--....« .ems ...,-- .,_s_. , : .. aL MNs SHALL BE LEVEL AND Q ALL CONCRETE BEAMS AND c u __� a ♦ --. • .. .: .. •' ,.. a ,',♦... -.y '°" i i ....-'..,,,,: :_....._; A d....,..' J �..—...._.s+L- ,._-ate: y y- ...... + ..... —.. $`..- —w ..�. -P,+ ,..s..... Ia. �T %i a :,. AERIAL FL OOR OR SYSTE M. » e. STALL THE AE \ ,� ' . ,, .. ,,. � pr ..•• l.f♦ M`.a V , p a as ♦y ..� '• d 11 T PLACE SKIDS OF BLOCK, SAND, DRY WALL, ET C. WITHOUT SHORING. I II I DO NO PLA j /y�1 } (pg � • 2>VL7 �I..fl. ' :. 9 , ♦ : , I"' w �:.... ! �a.>_...,....._ u,:.......$_ ..-- _.... r L.'_.,... . M '♦ r. ♦ >.. '.°b + ..:. 'Tt)i i7i`.Si:dR:. ,::. +' ': d a,.e :.. r ! TEMPORARYSHORING. I I E�. < . .♦ I } THE CONTRACTOR WILL BE RESPONSIBLE FOR THE!I I I I ll ! ! . p = W ( _ — _ a' • r < '-d I DO NOT DRILL, BURN, OR CUT ANY OPEN WEB STEEL JOIST. PENETRATIONSI II I ,eACCEPTABLE. y •' ,.A, y. " C TABLE. I: I . n'_ °: , C', '(.. W THE 3 CONCRETE SLAB OF UP TO 5 IN DIAMETER ARE AC EP � _.,_ ^ � :� _ a� ,< 1 �, 4 G�'Elvi;•d ., r� r•. r. r� c. THROUGH II I n+ n r y • ♦ , ♦ a Ir I , I ',' .,,' A O AERIAL FLOOR ENGINEER. LARGER OPENINGS REQUIRE THE APPROV L F II {.: ! �,. � a f ,!'a {. 1.. 1 :. Y i I 1... i ♦ da ^ ', t ;( , s <( frt �:.: 1 `ix II ! • a ,.„ i �.:.W•. : WITHOUT THE _ / I ♦ a. POUktb IN PLACE ♦. THE ROOF LOAD SHALL BE APPLIED ON THE SLAB W _.:. �'-,..j.._..'.e. ,.. NO PART OFj,, I OPEN TO BELOW ( ♦ : I I 4^//•, ( d a a:{py r?yHAPPROVAL OF AERIAL FLOOR ENGINEER. ,CA �YE�2S1, �. ,., ♦, a.•. r• � •( ,�(Yry ,. ALL VERTICAL REINFORCEMENT IN THE TIE BEAM MUST BE OFFSET AT LEAS 3, , -_ _ FROM THE INSIDE FOR BEARING CLEARANCE OF THE AERIAL FLOOR SYSTEM. 11 I I I day ! , f (-^� —!'""':: � = �:� � 1'� *�" ..:a a t IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO GIVE US FREE AND EASY I { II I I ! : , : x , 0♦ 4A1 ACCESS FOR OUR CRANE AND TRAILERS: I I _ I , r I (3 i l IITT I •1/ .,«:;. 4_.::.♦ NOTE. €; !I i re I- T -1-1 -� - " a • . ,: , , ,:. "a "i : I J�_. 'I -1— SHOP DRAINING SH OULD BE USED IN I II i ( x A I i I " ♦ X: , .° , a . . A ,. y ai ;'a. I ., ;W s { �.♦ .,.I . CONJUNCTION WITH ARCHITECTURAL & y g n q gp _ �— _---- FORADDITIONAL i M II i I` - (., :, 4"Ur'ENIr1 STRUCTURAL DRAWINGS, I D ENIONS AND MORE DETAILS. _.. r ELEVATOR L E G E N D� i I gPNilur i ! ! •; ♦, .,, I ( a I3-1 STEEL BEAM SCHEDULE ; - —, ( (_ ;� F �. ( 2ND FLR. f>. RAL LLJAD,: as 14— "� i....{,,�r_.__.-___ .._-. ..: 1L(_ GRAVITY AND LATE �C i STEEL COLUMN SCH. I`.:. ` , �� ( j j I 3 .! REQUIREMENTS ARE RESPONSIBILITY OF { '..;. , I I i AND ARCHITECT OF RECORD STEEL BEAMS I<.' P,LP; _ _ " "` I.." t . `:( ,-, �r`II -4 ., --- ENGINEER I{B OtHE1 ' cw P ! A w. P01JR ICI IJV , CE 1 FOR THE STRUCTURE, TO BE PERFORMED � JOISTS ( � { I e• . � (Y�y.1yd�7{ r f� 'ACI4"w4l (�I�j)� ( atB`r � } ',: ...._. �...:. JOIS S: d '1 d rtss "°'Y � � � •,. BY ENGINEER OR ARCHITECT OF RECORD.R.S. LATERAL SHEAR REACTIONS TO _ ANGLE FOR SPECIAL JOIST '� L' M.W.F.,...� BE DESIGNED BY ENGINEER OR I A'. ` I I A., w ' rl .,.2j11? JOIST _NAME ♦! .:; ARCHITECT O i F RECORD WITH _. _ __... -. _,w. I A I `L_ _ _' &. » 4Y� fY' ,:. .. 2, ,'.. ti u.. .l , ,: .x rvy 3 I4. 1 ,iyJ 1 Y , f fn :.: a ,1' 1 J ,. :.. 6 ,. "T 4J ,.. �' V .L. ,. STATED. , X3 8 AN L LE[iGER r i .. _ a �.. � ' it a r� a, >� a � � � _ CONNECTION REQUIREMENTS S � 4 xe E , . � 4 c� a s� � � ♦,. .. • AERIAL SHOP DRAWINGS ARE AE L_ _:w.__�.__ ®_ ____ _� _ _ __ _ __ _ _ __� � _ _ �__ _ _ � �, ,) SLAB 'NUMBER�__ 4- ACCEPTED, AERIAL PRECAST HAS _ ..• �au I THICKENED SLAB AREA sATISFED ENGINEER OR ARCHITECT OR S 09RIKOf INC, RECORD REQUIREMENTS, TI . ha a �;, betevl r � � .; ,en awed for a a rflfJfkBn�Ga, Jatign And working dmni attrts, wuding a wup fic i dimettsi6n oiled€ Thht revlew glees trot I,ONCREr€ sins rshe" $u pl I0 eA rsgtdm"* of the boafmat CONTINUOUS i< RE6AR documents and raf . A 9et� hotee.; A t�rlpiete dimens(on SHOE ((('' MESH 6 2'.9 X W2,9 WIRE 6 W / �i N 214d" AtBN 54EE3. JDST Z chsslC, selecdcn of ecttstntstlott teohaiques, oaordlnrtian Of this work with other fladok and Job Safely Is the mSponsfbility+ot the CwrYtt$oftir. P exCoTIOfas TAKEN 0 REVM F e1 AXECORRECTtt NB NOTED o I Y.. d 0INC PLET 0 h T NOTE �Y 4Ar W♦ 24" MAX TW.---'I CONTINUOUS #4 REaAR STEEL COLUMN SCHEDULE &.7 L/E}NGTH �MK.r".. IQTY.``(� SC1 1 ��'*^ 'S/IZ}E y ry H r15 6"X 4"X 1 / 2"X "I" 1 3' - 0" ., PLANS TO BE APPROVED BY ARCHITECT OR E.O.R. A L JOIST DETAIL t—VARIES- G —�i rr r n END OF STEEL 2I$ END DIAGONALS FOR AERIAL FLOOR SYSTEM VIEW A VIEW SCALE f -- Q STEEL BEAM SCHEDULE MK QTY. LENGTH SIZE ELEVATION B-1 1 14'-5�" W14 X 82 -0'-3" B-2 1 20 —9 j" W14` X 34 —0 _3" In to 0 t- x a P rn t a c, �p O 4 N } m m ! i z n i d d d >�L. Ia LL } #k ( • 0 Ld (III M r • t r • r a - y t i dWm um w SHEET No. . - SEQUENCE 1 OF 4 I A STER 0401WEER 00, INC. ,� �,�� r a...tt.�a;tgnandwarkingttsx�utnenta,tna#tulln�a ; 1`r< � � has been; revlax+ed �reort�}Itgrsca $ supc� [ i timanston etheelr. Ttifs'r�riaw d not STEEL DEA V13 t a 4 JOISTS ANGLE FOR SPECIAL JOIST cH-soa INSERT R R AME5 STEEL ROUND BA �+�i����--f��------------ JOIST NAME (CONNECTION LOCATED 0 3°-0" O.C.j t 4'pX6"X3/81p ANGLE LEDGER 0 4 SLAB SEAM DETAIL APC—a N.T.S. x I • ,., a e ; T. PLATE 6 X 7 x 7,f32 L' se I - I � (PC-4 : .... .... :. ,Y , tl , . a' " • ,.. A A * e 4 ' 1d /y r CH-1 dd INSERT h 4._ n �� I I • b Y e CH-200 {INSERT 1 \A C-3 I A , 9 as ', L ,,,Ja 1 D I LR' ( 44, 'S • j • r A Y N' V y 9 * NOTE: PLATE SIZES CAN VARY $Y ' d r 7 •':> , d I" 72� I..A+ 1 IN BOTH DIRECTIONSv/ I Y� p n n n r~~ 1 d'::* y TIE BEAM EMBED FOR SLAB _, ; a .� .� I tl a ry �y 9 ,d ,..,` .• d .. .,' a i :♦ d1.- w, 1 d 9. - d. II I �(f I. Nji C^J N "'t N II I. a . a,. •. *.a_.♦ d; s KV APG-2I. T. S. I I i rd I I -1 ^{i POURED Fap+:�?, r ) M I I C1 .^ d- a ♦• y �y�awp • A a B I � r iICR�\{1 VJ'"\ Y/ '• A .9 '' Ax dA y• i.. •• I a n j Vl a d n dY I e ' v I PIP x I •"{ n I ct GS C1 I ( I *4 s. 7" m a rram�{n, < 4 i (BY CQ Ra)' • I a a II I d a >' .44. , ' :.* • A '� * 4" __ _..._ --__ .. al•3 i I y.. ♦ ; * > .. Yi� Y'r d d x a as * y tl * ; I , • :. :.:-a 5.,�r „ .7' lyo (�� r, ..�, v//ryrya , r� ., _, ryy „ i' r .`. ° ad ',}S. d h A • r I %Y+} 9 G 177 I a Y Y S 2 , ." ,.. Y+ , ,r n . n K.. } r 1 n / 4 -',� A fl 4...;7 4'- (j 4 _C � 4 a,. -a 3 2/4 �t __() � .� ; ,✓¢ 4 a 1 •-,a � a '—,... i!}"M•-ir"rb, :,�e� .f►:+YF .. Yy.y� .. _........ ' ..r.,..a_,1►rlf..,"...d.._.._ , ..{y.,..q. __.,..". ...:.,...,y...yN,....... . __„_,__." ,:e.-. »... ,:....,....., .......w«.......::..w_.,:. _._�..._ ._,._:_.-..._,...,;.r.:. _T w .- .: A Ltaf . * a y :, ' a Y : d* . a. • 4 d, '>, 1 L a aaapa a�.lia Y...YY Y W,W .Y.ynYMfMhM1A .,.WwM Y 1 rn �i, iYYYm#, ,}yam ,.}al.. w,..m ,wsf,aq�lwa�la • ' w ar�w9 ! •YYY9 i ,s,.�.Y „^,tea . '. , „ #3 WELDABLE a.....a ar a al. ....,tea .aa. ...... �.. .. «.... 23 ,_ 4 REBAR 6 _. 3 C � r4 STEEL PLATE f ./'' 2t 2 el, I I 2, } i vw.0. } a:: ra "" a + _: Ei.: 1;3 ' ;'m 24 1 1/4' mw �. _m ___... n n n r n ri rl a k d . Y GJ r s 1( im ( Y I fJ I Y AAA ">A . , y A ( d l SLAB TO SLAB CONNECTION ..,` �. r, -- �. APC=2 CH-3C0 9 �' �. Ica I � I I N.T.S. � I r � ��>�� `+jj)j ",1 ' !t.'.._C�f, , ��fl. a * * > Y I d , I. IrS. 'mWe Rm 1Yrs tam, _ 4r Z -1 }"2 2, a„ 3'; 2112" l I ; ' I — - 3 I s I 20' a , I �'C-3 I i ti I ._._ _ _, Pt"4 -, 11a - 4 _ __ __ _-- 9 I I{ II II , )I II # YWRE MESH W2.9 X W2.9 .— -.-: .-.- .... ...�..,,.,....... ♦ .e.Y�, 21 p3 O 24 O.C. C> .: ,,. EAPC-)4 Y.A _ - - Eil= :.. d • ... __� — _ M_ _ _ I 9 y - � I r --ii I I C3 �7 �. I I 3m� SLR. , Y � , I r �I F r� I I II I I REBA. . .., +.� ,. CONCRETE SLAB � 1 0 f>!�enlz �- --Id I ;/i` f , .>� I r• yh1` nI r` 1 .. j * �': TH S' 5oad psi 1 � ! iI ; r i n .. ; r�, .,.�. cs n, c{ +� ca o Q� a l d• 9 ! i '� 1 � I II I l r• .,, / �. ::.ru, N r*1 if -� COMPOSITE STEEL _ --- -, ! y i I I ..� .. I dr., •'•.al JOISTJ L i . I 1 ,.... 'wi' yy �+ I. 'ry ... ..:. Ya EMBED PLATE I ...... .....,.... - , :: A s 3 —aO.C. r..2.4 Ci :.ill � 1 nW y Y. • • : .tl > .. I- 1, L.—..-._ TYPICAL L _ — — ,_ - . CH-300 INSERT 1 1 I I � a _.. ._ .,_ ._. _ 11 Y1 uf, ca d 7 M I 3 �! AERIAL :FLOOR SYSTEM � 1 A ..�, � �, �, _, � ca � � _. � �/ c-2 N.T.S. TYPICAL SECTIONVIEW C TOP - _ 6 K) �QPC-3 CONCRETE GROUT L, E u LY CH-300 INSERT 1/4" B- STEEL BEA SCHEDULE v_,,,. ., C STEEL COL Mpg Sa✓{{^^tt 1Y H STEEL COLUMN SCHEDULE MK QTY. I SIZE & LENGTH .g SA.r��vt1 �1 1 H 6"X:.: - 0 SS V 4a 1 1:: X Z" X -h13rt1a —.. STEEL BEAM SCHEDULE MK QTY, LENGTH SIZE ELEVATION B-w3 1 15'- 10 " Wi4 X -30 13'-3" B-4 1 27-71 W14 X 90 13 3yy B-5 1 17'-5j' W14 X 22 131-3" B-6 1 1 21 `-7" W14 X 30 13'-3" B-7 1 19'-11" W14 X53 13'-3„ B—S 1 6'-10" W14 X 43 i3$-3" 8-91 1; 6'--10" W14 X 43 13'-3" 8-10 1 14'-7" W14 X 43 j3r_3r me fs a c ansir� doctY n nd anaret rant hem late dim es cheeks seer flan of r cmairtuotl�i+,technfques, coovdFnadnd of this work with othar'ttod8e and jots safety is tlre'r gomsjb� si tha Contradtor. F ��1 tO �xCEPTt NwTAKER r3 # _' - MAKE cOfREcTiat� NOTED, l7INGEifAPLETE BY: d MOTE. PLAMS TO BE APPROVED BY ARCHITECT OR E.O.R. THIRD SCALE jqn 1, - n rr I n. a v uy rn o ce � p O O a J 0 N•^ Of ° fw O 00 1S3 '' zm I- O E+ W U !L wry+ d A Y • C •a�A V' z z z W IY m W ik Z z z a ED� �W0 W <V Z c W C w( :N z i7 u1W>Usr v 1 , li f n LL 03 e 1 1 i 4 f f 9 r u� t 1 • 1 r I � z .! W ilk uUJ I� UJ z � ply Wt Qz Ln Wcn W I z p a SHEET No. PC 2 SEQUENCE 2 OF 4 PROVIDE 2 1/2" MIN, BEARING OF SHOE ON THE PLATE, TYP. PROVIDE z T/z` MIN. r. " " ---- PROYID 2 1/2" .MIN. 4 PL. 8"X15,« X3/4 W/ (6)-3/4 OXS _ BEARINGOF SHOE ON THE 1/4" LONG HEADED STUDS. `< CH-200 EMBED PLATE, . PROVIDE Y> BEARING OF SHOE * . " Y2 3y2 PLATE. 3/4 _ PROVIDE PRE -CAST CONCRETE SLAB TWO PLATES PRE CAST CONCRETE SLAB PROVIDE RECESS RECESS RECESS PRE -CAST CONCRETE SLAB WITH NELSON AERIAL FLOOR SYSTEM 3/4• AERIAL FLOOR SYSTEM , P UR $aLID CaRNER 3/+ AERIAL. FLOOR SYSTEM (2) L 3"X3"X3/8" L LONG a o A db STEEL BEAM STEEL ANGLE LENGTH SCHEDULE W L LENGTH r> 8 6" 10 8" 12 9" 14 1t•' 16 13" STUDS W CONIC. 2'X2X8" BRICK BRICK OR : EMBEDDED ., :' OR a GRouT_ . BRICK INTO THE , GROUT d. (By a OR GROUT b' CONCRETE. BY .,.. _,,.. tr/�L ..,,.3....... `, '% s OTHERS) f .. :�,'r.;r+k.',.,.WJr_., , w, , ..... d a tB .w ..: car;;. d. _ .4 ,4d ,A a :.. OTHERS _..... ... 2-K ,.fiJW' ,ter .. a .: ® .�-_.... J •...,. �,.?r ,r,'r, 4 OTHER -: d « i¢Jf a .:,: " ..' - m •: A N CONCRETE BEAM° CONCRETE BEAM :. ..' ...,. , e ;.. .� .'... - , ; -•_.. .: ,_.... ; A] - . :d (BY OTHERS) .. .. COMPOSITE (8Y OTHERS) ':.:. '... a COMPOSITE , 3 /T8 2' .STEEL JOIST STEEL JOIST i. z a ale d ,r n :ILI . a ., l.r r, ,+..L. 'r '1"' n d ev 3/16 2 ct a '. a is 2 I w ,; - " ° 5 1r'" ' a W , L 4X8"X38w i 4 LU `2 I.. V) . , " *, a: STIFFENER P % W/ W ' ;,:. ,-:': • „ . W TE / (2) vt PL. s xs xT/4 w/ 2 4 2 ST�EL BEAM COMPOSITE STEEL 3/4"07' LON HILTI TYPE " '' z -3 '4 x L vl a n d d O/ LONG „ 3 16 WEDGE ANCHORS, 5 , MIN, _ SLEEVE -AN. H CONCRETE " „ {SEE SCH.) JOIST jj c oRs 4x MIN. 3 1 to 2 —$ 8 EMBEDMENT EDGE DIS`T, EDGE DIST. LOCATED AT BEAM /: '. LOCATED ATJOIST SHOE JOIST SHOE. 4'-0* O.C. BY OTHERS a CONCRETE BEAM { ) (BY OTHERS) 5.1 STEEL BEAM TO CORNER STEEL COR ER IE �� BEAM- 5 EEL BEAM TO CONCRETE 'BEAM 6 JOIST TO WALL T.B. CONNECTION 6.1 ALTERNATIVE JOIST TO wa APC 3 %Q WALL CONNECTION C7:� ' ALTERNATIVE _ CONNECTION JOIST TO WALL CONNECTION APC 3 CONNECTION APC-3 N.T.S, T ` APC- 3 ( COMPENSATE FOR 2 9/2 MIN. BEARING) APC^3 N.T.S. (70 COMPENSATE FOR MISSING EMBEDS) PROVIDE 2X" MIN. PROVIDE 3/4 BEARING RECESS-CH-300 INSERT ELATE 8 X12 X3/4 GROUT 4'-0" O.C. CH-300 INSERT tOs PROVIDE RECESS 314' " " PRE -CAST CONCRETE SLAB 4'-0" O.C. W/(4)3/4-05-1/4" AERIAL FLOOR 3 as-3cXr INSERT m 4'-O CONCRETE BEAM SYSTEM PRE -CAST CONCRETE SLAB o.G. LONG HEADED PRE -.CAST CONCRETE SLAB PRE -CAST AEIML F,,, SYSTEM CONCRETE SLAB STUDS q�,qL; FLOOR SYSTEM (BY OTHERS] 3 t6' 2 AERIAL FLOOR SYSTEM b ' " .. ". BRICK on GRWT' . Try m P . � ° a a (8Y OTTiERS)n�2i' d z a BRICK OR GROUT 4 -d ROUND BAR/PLATE. GH-100 EMBED v 3/16" 2" (BY OTHERS) d SIZE VARIES CONCRETE BEAM . , PLATE g o CONCRETE BEAM m " t^ (BY OTHERS) ',' s`°° TO BE PLACED `° 16 2 COMPOSITE ON THE SIDE OF a STEEL ROUND BAR o; {BY OTHERS).. SET TIE :BEAM. ,..,, d —g r COMPOSITE STEEL < • °, ,« " "Z *J' COMPOSITE : t a CH-200 EMBED PLATE a r s• a BAR JOIST — a w •a a V STEEL JOIST v d a.. 0 4'-0" O.C. W � CONCRETE BEAM (BY OTHERS) v ' - O^ ae " " b L 4 x6 x3/ W/ W W V : n L8"X+"%t3/8" W/(2)3/4"0 x W W ;g , STIFFENER :. !.{ COMPOST TE STEEL i WEDGE ANCHORS. TO BOTTOM LEG AND TOP LEG' 4 + " ..; ' ' W/ 4" 2STIF4 { ) / " " BAR JOIST BE WELDED TO SLAB TOBED LONG WEDGE ANCHOR BOLTS. Ts as 5" MIN. EDGE DI R T r °f° *� LOCATED AT J01 T NOTE: BOLTS AT HORIZ. LEG as Mls Al 114 TOR Lcc PxaLEGvloE OF ANGLE: IS ONLY REQUIRED (2) r/Ys x 3' r nrecxrnes SHOE, 4'-0" Q.C. IF THE EMBED IN SLAB (TYP.) IS MISSING AT TOP LEG PROVIDE I 8 JOIST LEDGERED PERPENDICULAR T TI (2) 1/2"x 3" WEDGE ANCHORS 7 SLAB EDGE TO WALL T.B. CONNECTION. ALT,' SLAB EDGE TO WALL CONNECTIONO E BEAM 0l APC-3rO CCMrtAENSATEotz z t/z MIN. BEARIFiG APC-3 APC^3 N.T.S.NTS-- 9 SLAB LEDGERED TO TIE BEAM CONN, OR MISSING EMBED} APCv-3 PROVIDE 2Y MIN, BEARING PROVIDE " MIN: BEARING PL. 8"X20"X3/4" W/ OF SHOE ON THE BEAM, (TYP.) OF SHOE N THE BEAM. (TYP.) 3f4" (8)--3/4"OX5 1/4" LONG d HILTI WEDGE HEADED STUDS. PROVIDE 2J¢" MIN. GROUT STEE COLUMN PRE -CAST CONCRETE SLAB FCONIC. PRE -CA a {SEE SCHEDULE) STEEL BEAM PRE -CAST CONCRETE SLAB BEARING CH—tOO EMBED "''STIFFENER AERIAL FLOOR SYSTEM GROUT AERIALFLOOR a PLATE I I PLATE (SEE SCH) - d _ s PRE -CAST CONCRETE StA PRE -CAST CONCRETE SLAB I I m AERIAL FLOOR SYSTEM / AERIAL FLOOR SYSTEM TYP; I I TYP. -- o � rt, �' d *� - a 3 3 16 3 16 I ae b. > d�" .. d 4 ' 2 L4 X4"X3 8"' _ a o' a d _ 4 a G ;.,,r , ,: Ada d { ) / � 4 o d a d L LONG d d' d -# = STEEL BEAM A d a AS PER PLAN TYP) 0 4 3 16 i STEEL BEAM ad AS PER PLAN �,) � a 3 t6 2 3/16 b " I ( cc 3/16 2 a # d : d "" a - —w W w STEEL BEAM ° 1 I TYP. trT w ¢ { ) w 2 3 3 16 2 " I 3 16 COMPOSITE STEEL COMPOSITE T ev ,. +.� TIF EEL a � ''ss S FENER. L A TYP. cn TEE BEM STE L COLUMN JOIST' JOIST PLATE: 3 3 16 { I E CONCRETE BEAM COMPOSITE SEE SCH.) m a {SEE SCHEDULE) {BY, OTHERS) STEEL JOIST T BEAM _ CONgETE 12 STEEL BE M TO STD EL COLUMN - AP -3 8`A .OTHER „ C STEEL 8 AM (, �)a y COLUMN CONNECTION 13 STEEL BEAM TO STEEL ) 2 b " _ _ (SEE SCHEDULE) " " 2 4 2 l0 JOIST CO CONIC, BEAM CONNECTION APC 3 COLUMN CONNECTION 3/16 9 4 JOIST TO STEEL BEAM CONNECTION" APc- 15 STEEL BEAM EMBED TO CONCRETE BEAM APC-3 CONNECTION STEEL BEAM B--1 " STIFFENER STEEL BEAM B--2 i' < z d L w A (SEE SCH:) PLATE (SEE SCH,) SEE PLAN 2 LAYERS OF _ WIRE MESH % SEE PLAN 2 LAYERS OF WIRE W2.9XW2.9 __ MESH sJ WV2.9XW2.9 ra o AG a I- ,1=;"r,i t h s be reviewed for comPllan'; z . ` :. < « Th Y c n and arking documents, in <a r:, ° v S Z superiict i dimensio check, This revisor Boas not relieve supplier o quirerlTents of the contract i t dimension y,l s. A oom 00 t notes. P w onts and gal n b ar rt OGUm 9 �w PL: 12 X12 X3! W/(4j . , I D. d 6 LO G N S. * * w check, selection or trades, a techniques, coordination COMPfl5ITE STEEL COMPOSITE S EL " CE TER D •" ° w of this work Lion tat trades, and job safety BAR JOIST 8AR JOIST ° , is the tesponsib9l of the Contractor, 41 , °° ,, COMPOSITE STEEL `>�� G� ttO EXCEPTION TAKEN uz * BAR JOIST COMPOSITE STEEL MAKE GQRREC IONS NOTED I _ CONCRETE COLUMN 3 -G BAR JOIST ° i71NCDMPLETE (BY OTHERS) ° 16 SLAB SECTION AT RECESSED SHOWER V-0" f 1'-0' nl3c-3 18 SLAB SECTION AT RECESSED SHOWER P"E.TAIL 17 STEEL BEAM TO ONCRETE COLUMN APc^ APC-3 CONNECTIONS N.T.S. o 6 � In Q. 6 N O q d 8 w a �X F-LL Q $ OD W 6 fa_Z 6 it o g z wU NZCJ * z z WW�U w 0:acKt.EO G1 j (L r — 7 • a i *' a i • ' LL M 4 s y M' n, • « 4! F; s LU r • 4• w •, • • 04 SHEETNo. AP(,.,—3_ SEQUENCE 3 OF 4 BRICK OR GROUT _ (BY OTHERS) C, 3 ERT CH-3DD INSERT 2 LAYERS OF WIRE 0" O.C. MESH W2.9XW2.9 GROUT „ -CAST CONCRETE SLAB STEEL BEAM' PRE -CAST CONCRETE SLAB SEE PLAN 13j16» 2" AERIAL FLOOR SYSTEM (SEE BEAM AERIAL FLOOR SYSTEM �p300 INSER/T�. o-:�:=,.-_::�,-.. SCHEDULE 4 ._ 0 L3"X5"X3J$"X11 "L NG 4 v STEEL ANGLE SEE � 4 a FULL LENGTH PLAN ° CONCRETE BEAM PROVIDE 2J MIN. STIFFENER PLATE 1, BY OTHERS PRO" E .. MIN. BEARING » » ( } B ARi G 3/16 2 Z Z v CH-100 EMBED q a Li PLATE 11 a, w 4 w R UN6 BAR LAT STEEL BEAM w V) TO BE PLACED w V STEEL BEAM w � 4 � COMPOSITE STEEL w m SIZE VARIES w (SEE BEAM % u� COMPOSITE STEEL � �' ON THE SIDE OF {SEE BEAM �y BAR JOIST COMPOSITE STEEL v : SCHEDULE} BAR JOIST LB„X4"X3/8 W/(2 TIE BEAM SCHEDULE} "' •.� BAR JOtS7 STEEL BEAM. 3/4"0 X 7" WEDGE COMPOSITE COMPOSITE SEE SCHEDULE ROTE: BOLTS AT wcxliz. LEG ANCHORS TO BOTTOM STEEL JOIST STEEL JOIST j ( } OF ANGLE IS ONLY REQUIRED LEG AND TOP LEG TO t IF THE EMBED IN SLAB BE WELDED TO SLAB J L IS MISSING ATLEG .PROVIDE EMBED —� 21 e/2. X 3 WEDGE ANCHGR3 21 STEEL 'BEAM TO STEEL 'BEAM CONN. APc-4 22 SCAB EDGE TO CONC. BEAM CONNECTION SLAB SECTION AT GISTS 19C� RECESSED SHOVER CONNECTION �O PARALLEL :TO STEEL BEAM — CONNECTION APG 4 APC-4 APC;-4 oIn o In a 0 In U d .:. 0 to � J © o CD h I`h O N vi o } M m a I a a Ix s w PROVIDE 2Yz" MIN, BEARING CH-30D INSERT PROVIDE OF SHOE ON THE BEAM. (TYP.) 2h MIN. BEARING 4'-0"- O.C. OF SHOE ON THE BEAM, (TYP.) PRE --CAST CONCRETE SLAB PRE -CAST CONCRETE SLAB PLATE 8"X12"k3a" AERIALFL..00'�Fi SYSTEM AERIAL FLOOR SYSTEM � PRE -CAST CONCRETE SLAB WJ{4}3/4»0X5-1 J4 2 LAYERS OF WIRE � ANAL FL SYSTEM LONG HEADED MESH % W2,9XW2,9 STUDS PRE -CAST CONCRETE SLAB a � P.LP, a I a4 ao n a is � as a {BY OTHERS} I a AERIAL FLOOR SYSTEM d. : as 4. 4 s :} 4 d a -- - a a a SEE M CONC, STAIR ;a A a a PLAN # (BY OTHERS} $ a o ao c n e MY v 9 .y p „ " 2 3J16 .. CONCRETE. 3/16 2 a .4 o. , a a: < BEAM (BY o� 3 16 COMPOSITE S L z w w Gs w SITE STEELS O 12 O,C BOT. & TEMP. d a aL d d a 3/16 2: _, to OTHERS) O E S) JOIST q ct COMPOSITE `n BAR JOIST w w w STEEL JOIST COMPOSITE STEEL 0» w STEEL BEAM STEEL LATE 6"X6"Xi° _JOIST L 4 X4"X3/$" „ » ANGLE T SEE SCHEDULE L:W WELDS x 2 " " " O C:BEAM STEEL BEAM { ) /�� L 4 X4 X � ANGLE LONG j$" PITCH " STEEL BEAM FOR JOIS7'BEARING (SEE SCHEDULE)` » W' S YO X 3 LONG '- " » mumW O STUDS !{ } (SEE BEAM �12 1a , 0 X 5 " N S. WELD TO BEAM ��- �--- NELSON STUDS 1$ O. AT ANGLE, SCHEDULE) - g O.C' / 23 JOIST TO STEEL BEAM CONNECTION I 1/4 STIFFENER 24 BALCONY DETAIL AT STEEL BEAM JOIST CONNECTION '- 25 JOISTTO STEEL BEAM ® STAIR CONN, 26 JOIST LEDGERED AT SHOWER RECESS At�c-4 ` Ac - P 4 AC,87`pl ENt�INEI*R1iIG, #NC. TII°:; dra:viu I�as Iman ex#rlewed �1'trortaEtliattt�9 Wr, T cut 40�44 and WOIi1109 dOCUmento, InoIMd Ig a st€perl ci l €+Imen k,el ahreck.' T'Na renew doh not w1ova Supplier of r r rnents of dsa docLlmentr> send ._ cOntrtddt, II IT . ete df elQn oompi men oheak, saleCtlon of dcrost` , ruo Lion t" IITof ea , Is L vro ode Fk oth er ` es rad and Is the responelblI o1 the CCNitMotOr, +3 EXCEPTIO S TAKEN 0 REVISE ID MAXE CtR C '- h I� E_ TCD aIN60 EIE p, BY:co7 DATE I; IL PLAN I �_q I Q 43 U C! K iI 22 z i o � w�rna� z w� a Ill OWu.ai z , z ww V0 waa�E III • 4 e x v r' eA r i �sr� 0 { 1 1 7^ M1 } W zu C) W I A w U) W a SHEET No. A PC 4 SEQUENCE