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<br /> DETAIL NOTE: v sr-oc WAS,'+o
<br /> ALL PANEL BEAM TYPE "IE" DETAILS 6, a
<br /> SIMILAR EXCEPT FOR STEEL ANGLE BM rL HSS MEASURE IS THDRAWINGN y � i�
<br /> LE
<br /> TABS SHALL BE INSTALLED ON (1) �, q HSS ,
<br /> SIDE OF BEAM ONLY. BM CE H55 CL BM
<br /> I �) CE 1Ks" 0 HOLE, TYP. 1J I Xz x 2'-SXz" , ,..
<br /> TYP. R x 3.-5" _ !L 1Y4"0 ORA?E�'' 'ye
<br /> 2", TYP.-- 7", 1/2 12 TYP. 1,-8 14". TYP.�� 9 HOLE, TYP. fftIONA�EN°x�
<br /> " —� TYP. TYP. 1Xz"' TYP' TYP. NUT FOR 1" 0 BOLT, TYP.2 TYP. TYP. 1Xt". TYP. 3 SIDES, R Yz x 1'-6" `1 ;.
<br /> c. 1Ks" 0 HOLE, TYP. TYP.
<br /> 2-12_ TACK WELD TO UNDERSIDE 1/4 / N
<br /> NUT FOR 1" 0 BOLT, TYP. TACK Imo- OF ANGLE WWELDS \ I rn oW
<br /> 1Ya 0 HOLE, TYP. / (3)
<br /> WELD TO UNDERSIDE OF ANGLE TYP. u j
<br /> MIN. PER NUT 2-12 0. <TYp, z Wmo
<br /> W/ (3) WELDS MIN. PER NUT (2) HSS 10x4x�, TYP. 2-12- L4x4z14 x 4" LONG, TYP. HSS 10x 4x�,y ..+
<br /> (2) HSS 10x4x%, TYP. g+
<br /> TYP. ---+-- (2) HSS 10x4x%, TYP. c In67
<br /> L4x4xI6 x 4" LONG, TYP. 1/2 12 3 SIDES OF 'is5
<br /> 9", TYP.L- 2-12 TYP. 9", TYP. 2-12 TYP. ANGLE, TYP. 1/4 9", TYP. TYP. Fe 03r
<br /> 2-12 m N
<br /> 3 SIDES OF i'-6" 'DETAIL NOTE; 1'-6" If$ x 1'-6" TYp> / c m '''
<br /> ANGLE, TYP. 1/4 V ALL PANEL BEAM TYPE "IIE" 1/2 W 12 R Xl x 1'-6" Om ou
<br /> PL XI x 1'-6" DETAILS SIMILAR.
<br /> T&B, TYP. R Xt x 1'--6" nF
<br /> U e.
<br /> " " 0 TYPE "II" CEILING PANEL DETAILS TYPE "III" CEILING PANEL DETAILS O HSS CONNECTION DETAIL O c N TYPE CEILING PANEL DETAILS
<br /> Z W H_00
<br /> 1" = 1'-0" 1" = 1'-0" 1• = 1'-0• 1" = 1'-0• I-- Z (n O)
<br /> La
<br /> DETAIL NOTES: Z Z I-
<br /> 1. TYPE "I" BM SHOWN. LIFTING ASSEMBLY FOR J p 0
<br /> TYPE "IE", "II", "IIE" & "III" BMS SIMILAR. 0 J^i
<br /> 1" 0 A325 BOLT 2. (") DIMENSION OF 8" MAX. CONTRACTOR TO W
<br /> 2" TYP, LO
<br /> COORDINATE REQUIRED ACCESS HOLE DIMENSIONS = �.
<br /> INSIDE FACE OF FtV. x 1'-6", TYP. 1%. 0 LIFTING EYE BOLT AND 2"x2"xY1" SELF-ADHERING FOR CRANE EQUIPMENT AND LIFTING ASSEMBLY. W
<br /> CONCRETE WALL ASSEMBLY (MINIMUM WORKING 3 SIDES, TYP. BEARING PAD 3. REFER TO SHEETS SS7 & SS8 FOR ADD'L NOTES A LI..I
<br /> CAPACITY = 15,000 LBS.) 1/4 ON EYEBOLT ASSEMBLY WORKING LOADS AND 1Ya" 0 LIFTING EYE BOLT
<br /> t BRG.�` 1" 0 A325 BOLT, TYP. + MINIMUM REQUIRED FACTOR OF SAFETY. - (MINIMUM WORKING
<br /> Q HSS 3x3x1'q 4. PLATE YIELD STRENGTH, Fy = 50 ksi CAPACITY = 15,000 LBS.)
<br /> 2 SIDES, TYP. 1/4 ' I--11§". TYP. v 3'a", TYP.
<br /> R)" x 8" x 8"1 W/ THREADED �,
<br /> .... ... ... ._. ... TYP. a HOLE FOR 1Ya"0 EYE BOLT, '�"{ 6"� Xz z 1'-6"
<br /> _..._.__-. �. _"___.- L4z4x>4 x 4" LONG I U
<br /> END OF BM = 3 "' "' "' "' CENTERED IN PLATE. SEE NOTE 4. D
<br /> OUTSIDE FACE L ■ i� �� z
<br /> CONCRETE WALL _ 1 \
<br /> ■ MIMI' t�j YZ" R T&B, TYP. 3 SIDES EA. CZ
<br /> 1 1/4 V END, TYP. 4 SIDES, TYP. 1/4 NUT FOR 1" 0 BOLT, TYP.
<br /> _.__._.___.___,. (2) %" 0 F1554 GR. 36 II l
<br /> 9 NCIRTAND BPE LAYERS u THREADED HANGER RODS -T (
<br /> 2 TYP. OR TACK
<br /> NOT SHOWN FOR CLARITY. 1'-3"---1 (2) HSS 10 x 4 x TYP. CL
<br /> (t X" x 1•-6", TYP, TYP. BOTTOM OF BPE 3"x3" SIMPSON "OP%-3" WELD AS REQ'D) 1/4 W
<br /> BACKING PLATE . J HSS 10x4x% FLAT-WISE — W
<br /> �,p L4x4xXi x 4'-4" LONG END OF THREADED ROD PLATE WASHER R X1 x 1'-6" i 9, W/ 1S s"0 HOLE I
<br /> 1/4 ' 2-12 (EA. SIDE OF BM) SHALL PROJECT)z" MIN. W/ DOUBLE NUT D
<br /> QE BM i1
<br /> TYPICAL PANEL BM BOLTED CONNECTION ® BRG. TYPICAL PANEL BM BOLTED CONNECTION EYEBOLT CONNECTION © LIFTING POINT O I
<br /> LLJ
<br /> W F')
<br /> CEILING PANEL BM PER PLAN CZ(STEEL& BPE PORTIONS )" COMPRESSIBLE LAYER AT CONCRETE LL /I (/)) N
<br /> NOT SHOWN FOR CLARITY.) PANEL JOINTS (PRE-FORMED JOINT FILLER CEILING PANEL EDGE OF PILASTER 3-6 P >- m
<br /> W/ADHESIVE OR SIMILAR), TYP. BM PER PLAN o I- (n Q
<br /> CJP I BM (3) #5 3-6 ® 2" oc. MAX. U (n =
<br /> } ice- BRG. PL 1" x 1'-0" x 1'-6" i (6 TOT. PER PILASTER) (SEE NOTE 3.) O W
<br /> 4 3'q" I 1,-3"�1,-3" W/ (6)1�Ss OHOLES OVERSIZED cz U I\L
<br /> PL 1" x 1'-9" x 1'-6" I- 36" STIFFENER PL ® (3) .. W Z
<br /> TYP. CONIC10" I 0 '�I 3" EQ.ISPi. 3"� EQ. SPA., TYP. TYP. w I— 0 O M W
<br /> 5 Ya". Wir1=1111111 PANEL II I ' I 1/4 D I V) W S.-
<br /> TYP. 0__. Tit-,
<br /> EC) EQ 1 /#
<br /> �� 1 TYP. _�_ - j <TYP. N
<br /> 5/16 11" f i i 6" 1� 5/15V 0 M
<br /> I (4) STIFFENER PL'S _ ( �� I o
<br /> 1 ttP.�� #4 REINFORCING %"x11"x11" PER BM, TYP. 1)k", I 3" , *' :- - - I N W
<br /> 1' 0" PER TYP. (16 TOT. PER PILASTER) TYP.� - _ --
<br /> I N �,
<br /> �� TOP OF CIP PL X1" x 7" x 1'-10• I it II I WELD TO EMBED J N
<br /> CONCRETE PILASTER 70" W/ (6) %"0 HWS x-------//// 1'-3" I II II I 6/16 V PL, TYP. __I ,
<br /> iv 4" LONG, TYP. z O
<br /> TYP. CONCRETE PANEL JOINT O � `_,_�� ,
<br /> _ IV9�4 a KEY DETAIL t BRG.— - I EL
<br /> 1-1/2" = 1'-0 �I I PER©TYP. _ II
<br /> • i I e ~
<br /> PL 1" x 1'-0" x 1'-6" 4 i - -}. II z C7 N
<br /> a c INSIDE FACE DETAIL NOTES: 1'-3" I 4{` _.-"IF CEILING PANEL Z J
<br /> 1. ADJACENT CEILING PANEL BMS NOT I II II
<br /> OF PILASTER •
<br /> BM PER PLAN 0 Q
<br /> (6)•l'4 0 F1554 GR 105 a SHOWN FOR CLARITY. II i II II _
<br /> I---L/ 2 = 18'-9"��fL / 2 = 18'-9"� HEX HEADED ANCHOR BOLT a I 80% PJP
<br /> 2. CONCRETE WALL BLOCKS, BPE, AND I — I II II ! = W W
<br /> 1 EMBEDDED 10" MINI., TYP. 5/16 ANCHORAGE NOT SHOWN FOR 1 ' PI-T N 0 0
<br /> CLARITY. EDGE OF
<br /> (24
<br /> I II
<br /> II
<br /> CL BRG. i - - _---I---- 1-5" "- I��CL BRG. DEfAII NOTESOT. PER PILASTER) PILAP S CONCRETE 3.
<br /> S ALD AAINTAIN ANCHNIMUMORS O OF 2"ND �I I/� II INA PILASTERUGH JOB] No. �fZ
<br /> �I 1. PILASTER REINFORCING NOT I FOR CLARITY. Y G2O2-000J
<br /> 11" I 2. STIRRUP ANCHOR REINFORCING REQ'D AT EDGE (3) #5 3-6 ® 2" oc. MAX. CLEAR DISTANCE FROM ANY PILASTER
<br /> i STEEL REINFORCING BAR. PHYSICAL MEANS INTERIOR FACE DRAWN CHECKm
<br /> ANCHORS ONLY. HOOKED ENDS SHALL BE o' (6 TOT. PER PILASTER)
<br /> OF SEPARATION SHALL BE PROVIDED 1'-6• OF PILASTER M M L WJ S
<br /> ENCLOSE AROUND PILASTER LONGITUDINAL o BETWEEN PILASTER REINFORCING
<br /> DETAIL NOTE: I REINFORCING. 3-6 BARS AND ANCHOR REINFORCING 2'-6" DATE
<br /> ALL BEAMS TYPES EXCEPT BARS SUCH AS DOBIES, REBAR O9/02/22
<br /> FOR TYPE "IE" SHALL BE I —I I--1'-3", TYP. SPACERS OR SIMILAR, PRIOR TO
<br /> • FABRICATED WITH CAMBER CASTING OF CONCRETE. PLAN VIEW REVISIONS
<br /> AS SHOWN IN THE DIAGRAM.
<br /> STEEL CAMBER DIAGRAM CEILING PANEL BM TO PILASTER CONNECTION O EYEBOLT CONNECTION @ LIFTING POINT a 0
<br /> NTS 1• = 1'-0' 1" = 1'-0" SHEET
<br /> S S 1 0
<br /> 18OF23
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