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0 0 JOHN <br /> rL PASS-THROUGH, TYP. SHIELDING STRUCTURE v`� 9 y� O <br /> �P of WAS <br /> CEILING PANEL BM CL BM (l BM BM OE BM 4" DIA. CL BM q- BM I rL BM BM i TMs IT EN AW 1 oB <br /> PER PLAN, TYP. I MEASURE r TO O nrAwntc 3 a` <br /> r Kz" GAP. Kt" GAP, n NOT m OGLE <br /> -�2'-6", TYP.—�1-.--_2.-6". TYP.-- NP. TYP. �1,_5•�1•_i"y�i,_1„ 1._1.. �{II NP. g s <br /> �� 1 TYP. TYP. TYP. I� 6 - •9. rU 22:4, <br /> 1 I IIFuuIIuuIIIuIi1uu1uII 11" A1�I c " <br /> STEEL I LI <br /> M__ i 1 I6 . , IL . . 111111 CONCRETE AIL f•. )l.," I •I , - I I I I mra <br /> t dl �° f I' If } 1 I } VI 0' 6• 3" c ,io <br /> 1 I I L I I 1 1 I I [" ( 1 1L U 3 <br /> 1 1 l I 1 11 ' I I BPE I 11 I 1 111 I I I I 11 I 3 o m � <br /> I I I I I 1 1 I I Ij _ I f1 I I I c <br /> '. I I, + I i}- 14, -� t EIFVATION VIEW 6 <br /> ' I I i DETAIL NOTE' , OM <br /> 'k- BPE JOG BEYOND, TYP. 3" 3" CONTRACTOR AND OWNER TO COORDINATE ON <br /> 2"' TYP. 4" NOTCH, 1 ' 1'-3" 1'-3"�' » CONSTRUCTED DIMENSIONS FOR ALLOWABLE ASSEMBLY <br /> CEILING PANEL CEILING PANEL — TYP. 2"' TYP.---) <br /> 4"x4", I (2) 0 F1554 GR. 36 � AND SHIELDING STRUCTURE PERFORMANCE TOLERANCE. O N 0 <br /> BM TYPE "I" BM TYPE "II" --".1 LL_ <br /> PER OTYP. PER OTYP. TYP. THREADED RODS CONNECTING BPE BM TYPE "I" BM TYPE "II" BM TYPE "III" BM TYPE "I" REFLECTED PLAN VIEW DIMENSIONS SHALL NOT VARY MORE THAN Nz^ FROM Z N <br /> & CONC. TO STEEL FRAMING, TYP. THAT SHOWN. - W 1 CO <br /> TYP. CEILING FRAMING SECTION O CEILING FRAMING SECTION © PASS-THROUGHS O TYP. KEY DETAIL FOR CEILING PANEL O J o u< <br /> 3/4" = 1.-0" 3/4" = 1'-0" 1-1/2" = 1'-0" U W N f <br /> Lo <br /> PE BM CL EMBED PL W/ HWS W> <br /> I��& CL HSS, TYP. L1-J "- <br /> i THREADED ROD, TYP. I C BM 1� 0E BM 1� 0E BM BM�� <br /> h. STEEL PL _� I %" STEEL I'L <br /> L_ T&B, TYP.'� "• TYP' [T&B. 1YP. <br /> r. xx4" L_.__ _ I TYP. 1/4 F fiui ' <br /> o.c -(2)HSS 10x4x TYP. ' ` MFERI ���� `Ii+ (2) PL%- "x6" W (2) HSS 10x4x , TYP.)¢" CHAMFER AT TOP I • 1 I (5) #4 (#4S EDGE BAR ' L (5) #44HWS " � I� 'j� l' ' EO. SPA. EI' (SEE NOTE 1) ';F.6' E0. SPA. o.c. MAX. TYP. J i <br /> 11 11� (5) #4 Z �/ <br /> i, NM <br /> -i _� Q F- <br /> 2" CLR., I,'� alCC II Il 1` ^El Ik (4) #5 4", TYP. 2" CLR., I 1 1 I Ill. <br /> TYP. 111 <br /> 1 14 affll <br /> O 1�1 '!•�T E.I 1 I 1% 10"0 <br /> I } TYP. I •.ilI 'I �IIO •� 10" . ., W <br /> i TYP. 1 2" CLR., i1_______ <br /> I ' TYP. 1'-3" 1'-3" ' <br /> (3) 6" BPE i I 1 I 1-0" (3) 6" BPE I 1-0 (n <br /> COURSES, �I3" + 3"I I 3 I. I 2-6" COURSES, _ II 6" 12"x12"x3" BLOCKOUT • 6" (r� <br /> 1 ' - 111 <br /> ' t FOR SHEAR KEYS ® ' 1 `J <br /> 2'-6" o.c. PER y TYP. <br /> DETAIL NOTES; 1'-6" I 1'-6 y 1-0" 1-0 -={3.'` 5 2._6'. 1-0"-�{3"� 6" F�9"2 6 1'-O"—{3 W <br /> 1. EDGE REINFORCING BARS ON TYPE "II" {I ' W <br /> & TYPE "III" BEAMS SHALL BE 3-0" 3' 2-0" M <br /> DISCONTINUOUS AT NOTCHES IN CEILING z E:/ 3 0 <br /> PANEL BEAMS AT PASS-THROUGHS. SEE LUI CO� <br /> DETAIL 7 THIS SHEET. <br /> 2 REFER TO SHEET FABRICATION DETAILSIPER FOR <br /> ALL STEEL PANEL BEAM - TYPE "I" PANEL BEAM - TYPE "II" PANEL BEAM - TYPE "III" PANEL BEAM - TYPE "IE" PANEL BEAM - TYPE "LIE" z I— I_ w cno I- Q <br /> U N Z H <br /> TYP. CEILING PANEL BEAM DETAILS @ MIDSPAN O END CEILING PANEL BEAM DETAILS @ MIDSPAN O O D 1- W n <br /> DETAIL NOTES: 1" = 1'-0" 1" = 1'-0" -I O 1+)a. <br /> 1. REFER TO SHEET SS10 FOR ANCHORAGE 1_1.1 F— 0 J-W <br /> DETAILS OF CEILING PANEL BEAMS BEARING DETAIL NOTFi ') G_ Li r7> <br /> ON CONCRETE PILASTER. BLOCKOUT AT TYPE "II" BM = V I d 2 x-W <br /> 2. PANEL BEAM DETAILS SHOWN FOR TYPE "I". 0L PENETRATION IN SHOWN. BLOCKOUT AT TYPE <br /> DETAILS FOR TYPE "II "III", & "LIE" SIMILAR. TOP PLATE OF BM TOP PLATE FOR III" SIMILAR. rL BM Q PENETRATION IN DETAIL NOTE: n <br /> 3. PANEL BEAM DETAILS FOR TYPE "IE"AT BRG. ADJACENT TYPE "II" I ,��PASS-THROUGHS ^,�TOP PLATE FOR NOTCHES IN TYPE "II" BM SHOWN. o <br /> (OR TYPE III" BM 1.-5"�F`1-54" DIA. �1-1" PASS-THROUGHS NOTCHES IN TYPE "I" & "III" BMS <br /> SIMILAR TO MIDSPAN DETAILS FOR TYPE "IE" III") Fes— TYP TYP —I -"-I I� �,P q PASS-THROUGH�` SIMILAR. o Q <br /> BEAM. REFER TO DETAIL 5 THIS SHEET. TYP. <br /> BM __...-_ _ __._._._- (3) #4 x CON. 4" TYP. _ CV <br /> F "min <br /> TYPE "I" CEILING / rL EMBED PL W/ HWS 0 OWE; I-I TYP. I L� <br /> ---\ IJ �� (5) 4 x CONT. 0 (3) #4 x CONT. <br /> PANEL BM SHOWN r -& rL HSS, TYP. SIM v I,11IIIII�I11n 0 fI �I I�_ 3" I Z <br /> TYP. I _ r --1 6 Q <br /> (2)3§"0 x 4" LONG HWS _ _ FACE OF CONCRETE 'I1' ' `1 I FACE OF CONCRETE I'1"' 1 �- 0_ <br /> r TYP. 1 1• 1 1 10" AT BLOCKOUT 1 1 1' 10" <br /> ® 9" oc., TYP. CENTER "� n "' 1 4 AT BLOCKOUT I - 1 rz <br /> STUDS BELOW EACH HSS, / I I �.1 I . ., �- III • .11 O -� 1111111•0' ^ I Z J <br /> TYP.) (12 TOT PER BM) ;�; �j J <br /> 1 (2) PL�y"x6"x6". TYP. FACE OF BPE AT BLOCKOUT <br /> = II--� <br /> (-J "� AT BLOCKOUT + alliIIEIIM <br /> I w W W <br /> 4", TYP. braltill- ----anull: <br /> —� I1._6" L +Icn V 0 <br /> 1p Typ, DETAIL NOTES• <br /> 1. BLOCKOUT AT TYPE "I" BM ' II _ JOB No. <br /> SHOWN. BLOCKOUT AT TYPE I 6" <br /> I I I 3" __raw 2202-0023 <br /> "III" SIMILAR. 1 - !. I I + I �� -7 <br /> KEY DETAIL���--�--� 2. TYPE "I" BEAMS ADJACENT I I I DRAWN CHECKED <br /> PER TYP. I TO TYPE "LIE" BEAMS SHALL 3"I-�1'-3" 1'-3"�3" — 4"—1 1" 11"--1 4" TYP. M M L WJS <br /> O 1'-3"t 1'-3" BE NOTCHED ON SINGLE It I FACE OF CONRETE <br /> SIDE OF BEAM ONLY. REFER (2) M4 AT <br /> 2'_6^ TO CEILING PLAN ON SHEET 2-6" 1-10" MIDDLE P COURSES) NOTCH, TYP. DATE 09/02/22 <br /> SS6 FOR LOCATIONS OF <br /> CEILING PASS-THROUGHS. 3'-O" 2'-6" PLAN VIEW FACE OF BPE REVISIONS <br /> . -- (BOTTOM COURSE) <br /> ' CEILING PANEL BEAM DETAILS @ BRG. 6 PANEL BEAM TYPE "I" @ BLOCKOUT O PANEL BEAM TYPE "II" @ BLOCKOUT O TYP. BLOCKOUT DETAIL A <br /> 1" = 1' 0" 1" = 1'-0" 1" = 1'-0" 1" = 1'-O" SHEET <br /> SS9 <br /> 17 OF 23 <br />