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0 RG110E 1 JOHN
<br /> INSIDE FACE INSIDE FACE OFF ,P�'oa NAS/yS�
<br /> y i BRG. OF BPE�1 �,.—CONCRETE WALL THs as oocs NM ..`''" y\ ��i�A
<br /> INSIDE FACE OF , I I rL LIFTING BOLT & iyx"0 OVERSIZED HOLES 6 NOT TO '� '_.., _
<br /> ,��ACCESS HOLE, TYP. MEASURE�'TO S oeawwG
<br /> CONCRETE WALL—, Q STANDARD ACCESS 10" z 4" ACCESS H
<br /> i IN TOP PLATE, TYP.
<br /> ��Q BRG.
<br /> I GL BM HOLE, TYP. HOLE IN TOP It, TYP.
<br /> y�4 SPA. ® 1'-O" I 2'-10XZ" 8 SPA. 0 3'-0" o.c. = 24'-0" 2•-1Q7¢" 4 SPA. 0 1'-0" _ C-C BOLT HOLE SPACING P.."e,�URAL2 `e
<br /> 1X", TYP. H MAX.,I C-C ACCESS MiAL E
<br /> 5'-0" MAX TYP. 4 SPA. 0 5'-0" o.c. MAX. � aT "c
<br /> 1 e A a o e o f e o I e 1 HOLE SPACING
<br /> CE THREADED ROD e e e 8 I 1 1 / N
<br /> HANGER, ttP� l— — _ _ _ - _ — - - _ _ _ _ _ � _ I _ _ _ _ _ � W W+
<br /> •
<br /> ra
<br /> •
<br /> •
<br /> ". ttP. - — — -* --'a- � �_I � 4- I - uri c3..
<br /> el e I .z . ^} i I
<br /> 1X", TYP.�1.-3", I 1'-3", I i 1'-0" x 6"ACCESS HOLE IN e e e e e HSSe3 x 3 x Y4 0 " 1 Om
<br /> �`v
<br /> r3'-0", ttP. IN TOP ADDITIONAL PENETRATIONS IN DIA. PENETRATIONS AT R MH (BOTH
<br /> TO x 3'-5" THREADED HANGER /
<br /> ttP. ttP. TOP It AND LIFTING EYE BOLT IN TOP PLATE SINGLE SIDE IN TOP PLATE AT PASS-THROUGH (BOTH TOP R PLAN VIEW NOTE'
<br /> !
<br /> CONNECTION PER OF WEB ONLY (SEE NOTE.) SUPPORTS, TYP.
<br /> INSIDE FACE OF 0 SIDES OF WEB), TYP. (SEE NOTE.) LOCATIONS OF PENETRATIONS THROUGH TOP PLATE
<br /> CONCRETE WALL TET ARE SHOWN IN PLAN ON SHEET SS6. ALL TYPE "II" O 0 N O
<br /> CEILING PANEL TYPE "II" & "IIE" - PLAN VIEW CEILING PANELS SHALL HAVE PENETRATIONS FOR Z D_ N
<br /> CEILING PASS-THROUGHS. REFER TO DIAGRAM ON - W I- 00
<br /> 0 SHEET SS6. Z 1n O
<br /> ZLJ= Q
<br /> CONCRETE PANEL ELEVATION VIEW NOTE. J Z
<br /> JOINT DETAIL 4"x4" NOTCH IN CEILINGL BRG. GEOMETRY OF BPE AT ENDS OF CEILING PANEL O
<br /> BRG 1-0 [PER TYP. e e PANEL TYPE "II" PER 1.5" I.D.D SCH. 40 PVC INSERT KEY DETAIL �� BEAMS SHOWN FOR TYPE "II". SEE MODULAR U J
<br /> 0 IN CONCRETE PANELS FOR PER©TYP. BLOCK WALL PLAN ON SHEET 553 AND DETAIL Win
<br /> TYP. PLAN (SEE NOTE.) THREADED ROD HANGERS, TYP. 2
<br /> y^ TYP �Y I THIS SHEET FOR GEOMETRY OF BPE AT ENDS ,-w
<br /> £ -L OF TYPE "IIE" CEILING PANEL BEAMS.r
<br /> �— __ 11" Li
<br /> �t, -II ? 111 „IIII _ (IE ( 1-. ( '�-,�" Lil
<br /> LONG HWS, TYP. -1--- -- - -
<br /> Ly 1,_3 II -I n 6 �1 IIII IIIII I I III I I ~
<br /> TYP. r nP..- ----�--�--j 'j jf
<br /> a -�---_Li I--, !- J- --_-:1[�_:111--u i r --- ---- + 1-I6" U
<br /> \. z__ i__r USl - _till_� �-I 6" MIN. EXTENT OF BPE BLOCKS FOR \ _---- _ _ CONCRETE WALL z
<br /> }
<br /> THREADED
<br /> 2'-6". JOG, TYP. PANEL JOINTS, TYP. 0 3.-0" o.c. TYP(SEE VIEWIu"TYPEA"1 E` BPE \ _. �-------- --...__.....:,:....__.
<br /> 1" CHAMFER ON BPE TYP. 3-0' TYP. BPE AT CONCRETE HANGER RODS 1 Q I—
<br /> BLOCKS AT ENDS, TYP. OF BPE �,
<br /> I2'-6" COMPOSITE MAX., TYP. DETAIL 0 ENDS THIS SHEET) I
<br /> BPE CEILING BLOCK NOTES. l__.r CONCRETE PANEL (5) #4 EQ. SPA., TYP. CEILING PANEL TYPE "II" & "IIE" - ELEVATION VIEWN. W
<br /> 1. NOMINAL OUTER DIMENSIONS OF BPE BLOCKS ARE 0 ENDS, TYP. EXTENT OF BPE BLOCKS FOR \
<br /> REPRESENTED IN THE DRAWINGS. CONTRACTOR AND "TYPE "II" CEILING PANEL BMS \
<br /> OWNER ARE RESPONSIBLE FOR DETERMINING ACTUAL \ 4-__ (2) fib" 0 THREADED I
<br /> BLOCK/SHEET DIMENSIONS TO ACCOMMODATE \ J ROD HANGERS, TYP.
<br /> CONSTRUCTION AND SERVICEABILITY REQUIREMENTS. CEILING PANEL PLAN & ELEVATION VIEWS - TYPE "II" & "IIE" \ F
<br /> 2. BPE BLOCKS SHALL BE COMPRISED OF INDIVIDUAL Ot I---2'-6" -! -2'-6"—I Cl)
<br /> BPE SHEETS CONNECTED SUCH THAT THE "BLOCK" >-
<br /> BEHAVES AS A SINGLE COMPOSITE/RIGID ELEMENT. 1/2' = 1'-0" r\
<br /> MEANS OF ASSEMBLY SHALL BE INCLUDED IN THE TYP TIE IE" BF F. OFTAL �J
<br /> SHOP DRAWINGS. INSIDE FACE OFI
<br /> --'-"' ,�-CONCRETE WALL CL BM 10" 0 ENDS
<br /> rF- BRG. I,..-------
<br /> Q LIFTING BOLT & L4x4x,¢ x 4" LONG, TYP. IN TOP f,LACCEIYSPS HOLE Q STANDARD ACCESS
<br /> �H L�ACCESS HOLE, TYP. (1 SIDE OF BM ONLY) HOLE, TYP. I._.�Q BRG. z Li M
<br /> CC O
<br /> I_ 4 SPA. 0 1'-0" 1 2, 10Yz" 8 SPA. 0 3'-0' o.c. = 24'-0" 2•_107¢• 4 SPA. 0 1'-0" C-C BOLT SPACING W (n
<br /> l^ " I D r
<br /> Q THREADED ROD 1Yz",__ ' I 5'-0' MArkiX., TYP--1 - 4 SPA. 0 5'-0" o.c. MAX. ! C-C ACCESS 0 H O
<br /> HANGER, TYP. TYP. 1 O LI n RI, ❑• I IL — —T_ — HOLE SPACING Z U ~ Lu Z Q
<br /> I 0 �1� • I + !n 2
<br /> TYP. --- — a - r- - I • in o. O
<br /> I 10
<br /> I e T i — to ct
<br /> a 0 O .1
<br /> � 0 0 0 N�v = d 2 1
<br /> • I 10
<br /> 1 ", TYP.�1'-3",el 1'-3" 1'-0" x 6'ACCESS HOLE IN HSS 3 x 3 x Ya 0 e . e " e . I t
<br /> '�3'-0", TYPH. (5) 4" DIA. PENETRATIONS N
<br /> TYP. TYP. TOP It AND LIFTING EYE BOLT THREADED HANGER X" x 2'-5 X" TOP IZ o
<br /> SUPPORTS, TYP. IN TOP PLATE FOR CEILING o
<br /> CONNECTION PER 1 Q N
<br /> 0 PASS-THROUGHS (1 SIDE 1X" 0 OVERSIZED HOLES a
<br /> l�f OF BM ONLY), Ti?. IN BM. TOP PLATE, TYP. N W Z
<br /> INSIDE FACE OF CEILING PANEL TYPE "III" - PLAN VIEW (1 SIDE OF BM ONLY) O1 0
<br /> m
<br /> 0 H
<br /> CONCRETE WALL CONCRETE PANEL J <
<br /> BRG. (80 JOINT DETAIL 4"x4" NOTCH IN CEILING 1.5" I.D. SCH. 40 PVC INSERT KEY DETAIL
<br /> PER 0 TYP. PANEL TYPE "III" PER IN CONCRETE PANELS FOR PER©TYP. �� BRG. Z >
<br /> �{TYP• � , PLAN, TYP. SEE NOTE. W
<br /> J , I 1 ( ) THREADED ROD HANGERS, TYP. J^
<br /> 9" TYP -�
<br /> W
<br /> 1 -- 11" 1 W 0 °kiN
<br /> 11 I fII! 10" coi Z Z O
<br /> LONG HWS, TYP. I— '
<br /> 1L TYP. III �I i6'P. I r- IIII IIII 1 I Ir I�II ` � I1 k JiHJii r r �� 1 -f g,. SHEET NOTES.
<br /> V d u
<br /> j L r - - - 1�1 ]_I l i �_ - Li-__�_ , L___I__J) 6 1 1. LOCATIONS OF JOINTS IN CONCRETE PANELS ARE SHOWN JOB No.
<br /> I 1_ - } FOR SCHEMATIC PURPOSES ONLY. LENGTH AND SIZE OF
<br /> —.1 6", TYP. PRECAST SEGMENTS TO BE COORDINATED W/ OWNER. 2202-0023
<br /> r TYP. 3'-0", TYP.-- BOTTOM THREADED /I BOTTOM OF 2. EXACT LOCATIONS OF JOINTS IN BPE BLOCKS ARE
<br /> HANGER RODS l.�6" MIN. CONCRETE 1" CHAMFER ON SHOWN FOR SCHEMATIC PURPOSES ONLY. HOWEVER, A DRAWN CHECKED
<br /> OF BPE JOG, TYP. BPE BLOCKS AT
<br /> 0 3'-0' MAX., ENDS, TYP. VERTICAL JOINT/SEAM THROUGH THE ENTIRE DEPTH OF M M L W,1S
<br /> 2.-6" COMPOSITE (5) #4 EQ. SPA., TYP. TYP. VERTICAL JOINT IN THE BPE BLOCKS SHALL BE INCLUDED AT ALL
<br /> BPE AT CONCRETE
<br /> CONCRETE PANEL CONCRETE PANEL JOINT LOCATIONS AS SHOWN IN THE DATE
<br /> NOTE ON LIFTING ASSEMBLY. 0 ENDS, TYP. CEILING PANEL TYPE "III" - ELEVATION VIFW PANEL JOINTS, TYP. ELEVATION VIEWS. 09/02/22
<br /> EYE BOLT ANCHORS AND RIGGING EQUIPMENT 3. A MINIMUM OF (2) PAIRS OF THREADED ROD HANGERS REVISIONS
<br /> SHALL HAVE A WORKING LOAD RATING IN EXCESS SHALL BE INSTALLED TO SUPPORT ANY GIVEN PRECAST
<br /> OF THE LIFTED COMPONENT CONSIDERING A CONCRETE PANEL AND BPE LAYER SEGMENTS.
<br /> MINIMUM FACTOR OF SAFETY OF 5 TO 1. CRANE "II".
<br /> 00 AND RIGGING IS BY OTHERS. 4. REFER TO TYPE PR "IIE", & "III" SECTION VIEWS ON
<br /> CEILING PANEL PLAN & ELEVATION VIEWS - TYPE III 2 DETAIILLSSS9 FOR
<br /> 5. PRECAST CONCRETE PANEL AND BPE
<br /> 1/2" = 1'-0" SHALL SHALL,BE SHOPI FABRICATEDE", & "III" O W/NMID PAN CAMBER.G PANEL STEEL BEAMS SHEET
<br /> REFER TO THE STEEL CAMBER DIAGRAM ON SHEET SS10 S S 8
<br /> FOR DETAILS. 16 OF 23
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