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0 NOTICE JOHN
<br /> 41,
<br /> INSIDE FACE INSIDE FACE OF "ytiZI \P�oF w'f N G
<br /> t LIFTING BOLT & I STANDARD ACCESS L4x4x) x 4" LONG, nP. �� '�M5 a e D 1W 3 y OF BPE CONCRETE WALL MEASURE,•THEN DRAWING �x s
<br /> 6 NOT TO SCALE
<br /> rL BRG. ACCESS HOLE, TYP. HOLE, TYP.
<br /> —
<br /> �� 10"x4"ACCESS HOLE Q. BM ��rL BRG. ,r
<br /> INSIDE FACE OF—i ' IN TOP R. TYp. I 49224 e
<br /> CONCRETE WALL Il c. �y1
<br /> , 3Y-6" Q BRG. TO t BRG. ,�i.4 II 4 SPA. ® 1'-0" , C-C BOLT SPACING ,c4 SPA ® 1'-0 2'-1QVt" 8 SPA. 0 3'-0" o.c. = 24'-0" ' " _� * I III - 4-0" C-C ACCESSCL THREADED ROD 1 — ; 5-0 MAX., nP. 4 SPA. ® 5'-0" o.c. MAX. aHANGERS, TYP. YP. - 1 — — — — — — —1 • it HOLE SPACING 1w‘e..':'-goN"AALL:Gs;
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<br /> —t_- i - I' _ _�_ r_ �- - _IL e -- I_ -_II —� , - <_�
<br /> a 7 733,n
<br /> 1'-0'• HANGER RODS ® 3'-0" i I C-C THREADED ROD o mS
<br /> M I I TYP.I o.c. MAX. = 33'-0" I I HANGER SPACING a ou
<br /> 1-3 1-3",�3'-0", nP.� 1•-0" x 6"ACCESS HOLE IN HSS 3 x 3 x Y4 ® ,
<br /> TYP. TYP. TOP ( AND LIFTING EYE BOLT THREADED HANGER Yz" x 1'-6"TOP f� 'r�2'-6" 2'-6"tea / O ^�
<br /> CONNECTION PER JO
<br /> SUPPORTS, "[VP. !
<br /> CEILING PANEL TYPE "1" - PLAN VIEW O )N o
<br /> Z W F W
<br /> Z(n0)
<br /> PANEL END DETAIL Z Lit I Q
<br /> PER�TYP. 1.5" I.D. SCH. 40 PVC W Z F-
<br /> 0 (5) #4 EQ. INSERT IN CONCRETE CONCRETE PANEL J O I,7
<br /> 0 )4" COMPRESSIBLE JOINT DETAIL KEY DETAIL U — I-
<br /> nt71'_p", SPA., TYP• PANELS FOR THREADED LAYER AT CONCRETE PER TYP. FF. BRG. J
<br /> rL 9R�• nP._r-_ TYP. I TYP. ® ROD HANGERS, TYP. PANEL JOINTS, nP. C PER®TYP. 1 .in
<br /> J 1 11 6 6 I t r It it ® — t It n �_ ri 1 d'WW>
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<br /> - . . __ ✓ C
<br /> yi_3" h 6.. IIF i �I III
<br /> nP. I� I I - I i i 1•-6"
<br /> ___ ___ _L 1L /r1` ----�- �nP. i I I� ' J i J. --__ _L-y i _ �') 6.. I (6) 46" x 4" v
<br /> -J I� 4 4L-- L--- J. -' ,.--- - -t 1 LONG HWS, nP. 7
<br /> -4-! �6". TYP. L
<br /> , THREADED f q•x4" NOTCH IN CEILING BOTTOM O" MIN. 1", np,--�
<br /> TYP 3'-0", TYP.--I HANGER RODS JOG, IN. 8'-0" INTERIOR 5'-10" EXTERIOR SHEET NOTES:
<br /> ® 3'-0" o.c. PRECAST CONCRETE PRECAST CONCRETE 1. LOCATIONS OF JOINTS IN CONCRETE PANELS ARE SHOWN
<br /> VERTICAL JOINT IN MAX., nP. PANEL TYPE "1" (BOTTOM OF BPE PANEL, TYP. PANEL FOR SCHEMATIC PURPOSES ONLY. LENGTH AND SIZE OF __IU)
<br /> 2'-6" COMPOSITE W
<br /> BPE AT CONCRETE BPE COURSE ONLY) BOTTOM OF PRECAST SEGMENTS TO BE COORDINATED W/ OWNER. 1:CONCRETE PANEL PANEL JOINTS, TYP. CONCRETE 1" CHAMFER ON BPE 2. EXACT LOCATIONS OF JOINTS IN BPE BLOCKS ARE SHOWN
<br /> ® ENDS, TYP. CEILING PANEL TYPE "I" - ELEVATION VIEW BLOCKS AT ENDS, TYP. FOR SCHEMATIC PURPOSES ONLY. HOWEVER, A VERTICAL — Li
<br /> JOINT/SEAM THROUGH THE ENTIRE DEPTH OF THE BPE CL
<br /> BLOCKS SHALL BE INCLUDED AT ALL CONCRETE PANEL
<br /> JOINT LOCATIONS AS SHOWN IN THE ELEVATION VIEWS. V) p
<br /> CEILING PANEL PLAN & ELEVATION VIEWS — TYPE „I„ E 3. A MINIMUM OF (2) PAIRS OF THREADED ROD HANGERS
<br /> SHALL BE INSTALLED TO SUPPORT THE PRECAST CONCRETE , V)
<br /> 1/2" = �,_p" PANEL AND BPE LAYER SEGMENTS.
<br /> 4. REFER TO TYPE "I" & "IE" SECTION VIEWS ON SHEET SS9 (r�
<br /> Q LIFTING BOLT & rL STANDARD ACCESS FOR PRECAST CONCRETE PANEL AND BPE DETAILS. v
<br /> t BRG.
<br /> ��ACCESS HOLE, TYP. CE BMINSIDE FACE 5. ALL TYPE "I" CEILING PANEL STEEL BEAMS SHALL BE SHOP Cj
<br /> INSIDE OF HOLE, TYP. OF BPE'-' FABRICATED W/ MIDSPAN CAMBER. REFER TO THE STEEL
<br /> INSIDE F FACE OF 1 L4x4x$ x 4" LONG, TYP. t BRG. 1 CAMBER DIAGRAM ON SHEET SS10 FOR DETAILS. w
<br /> �'�+., (1 SIDE OF BM ONLY) �I Z W
<br /> ' 37'-6" CL BRG. TO CL BRG. 3 O
<br /> 4 SPA. ® 1'-0" " 4 SPA. ® 1'-0" I C-C BOLT SPACING IJJ r (n
<br /> 4._p. 2'-10>¢" 8 SPA. 0 3..0". o.c. = 24'-0" 2'-1 _
<br /> y I I I - q-O" , C-C ACCESS O H
<br /> CO
<br /> SHEAR 114"• FF i �5'-0" MAX.,11 nP. I� 4 SPA. ® 5'-0" o.c. MAX. 1 HOLE SPACING Z I— H W a
<br /> STUDS, np.�nP. --— f!l L CL Q . E 1I
<br /> L• • 1 U cn Z
<br /> —+---"-----• I 1 d W f— O J M W
<br /> I
<br /> E1'-3", ,'-3",%,_3•_p" T.p'I 1'-0" x 6"ACCESS HOLE IN \ I 10" x 4"ACCESS HOLEI --2.-6" I 2'-6"�I� I ( 0- = -LI
<br /> TYP, TYP, ''II `@"m x 4" LONG HWS `a
<br /> TOP R AND LIFTING EYE BOLT ® 18" oc. MAX. IN TOP It, TYP.
<br /> CONNECTION PER 0 1¢" x 1'-6" TOP R r."------------__—INSIDE FACE OF el
<br /> N
<br /> CIF CEILING PANEL TYPE "IE" - PLAN VIEW CONCRETE WALL o
<br /> PANEL END DETAIL a m
<br /> PER 0 TYP.
<br /> 0 Mr KEY DETAIL0 L4x4c( z 4" LONG, TYP. (2) PL)6"x6"x6"W/ <
<br /> 1'-0" PER©TYP. (1 SIDE OF BM ONLY) Nz"� x 4" LONG HWS J Q
<br /> CF.BRG���,J ® 18" oc. MAX., TYP. Yt" JOINT MIN. W
<br /> 1 ~I nP. g},, �(1" MAX.), nP. BRG.�� I Q W
<br /> 14 4 ��LJ M d ® -1 1 C- �� L 11" N
<br /> — ! — ro--r gr
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<br /> 6 TYP. I- --- I I Q
<br /> ET) C.) EL.......4C-C KEY
<br /> TYP 15 SPA. ® 2' 6" = 37'-6• I SPACING
<br /> (4) #5 EQ. I BOTTOM OF I 10'-0" MAX. INTERIOR PRECAST I 10'-0" MAX. EXTERIOR PRECAST I JOB No.
<br /> SPA., 1YP. 1 CONCRETE °. CONCRETE PANEL, TYP. CONCRETE PANEL TYP. 22O2—O023
<br /> I
<br /> DETAIL NOTE: CEILING PANEL TYPE_"IE" - ELEVATION VIEW BPE CEILING BLOCK NOTES: DRAWN CHECKED
<br /> 1. NOMINAL OUTER DIMENSIONS OF BPE BLOCKS ARE
<br /> TYPE "IE" BEAMS SHALL NOT BE CAMBERED.
<br /> REPRESENTED IN THE DRAWINGS. CONTRACTOR AND M M L WJ S
<br /> OWNER ARE RESPONSIBLE FOR DETERMINING ACTUAL f1
<br /> NOTE ON LIFTING ASSEMBLY. BLOCK/SHEET DIMENSIONS TO ACCOMMODATE DATE 09/02/22
<br /> EYE BOLT ANCHORS AND RIGGING EQUIPMENT CONSTRUCTION AND SERVICEABILITY REQUIREMENTS.
<br /> SHALL HAVE A WORKING LOAD RATING IN EXCESS 2. BPE BLOCKS SHALL BE COMPRISED OF INDIVIDUAL REVISIONS
<br /> OF THE LIFTED COMPONENT CONSIDERING A
<br /> BPE SHEETS CONNECTED SUCH THAT THE "BLOCK"
<br /> MINIMUM FACTOR OF SAFETY OF 5 TO 1. CRANE BEHAVES AS A SINGLE COMPOSITE/RIGID ELEMENT.
<br /> AND RIGGING IS BY OTHERS. MEANS OF ASSEMBLY SHALL BE INCLUDED IN THE
<br /> CEILING PANEL PLAN & ELEVATION VIEWS — TYPE "IE" 2 SHOP DRAWINGS.
<br /> 1/2" = 1'-0" - SHEET SS7
<br /> 15 OF 23
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