00-1207-003 GENERAL NOTES
REBARS
(BY OTHERS) PROVIDE 2_1/2" _MIN:-RFARIhG_
PROVIDE 2 1/2" MIN. BEARING OF SHOE ON THE PLATE, TYP.
OF SHOE ON THE PLATE, TYP. GROUT
1 . AERIAL ELEMENTS: FC=3000 psi AT 28 DAYS. PL 1/4"X6"X7 3/4" W/
3 CONCRETE SLAB. TOTAL LOAD 90 psf. L4"x4"x 1/4" x 8"
(2)- 1/2"0 X3" WELDED
FY-50000 SI FOR I BEAM WELDED ANCHORS PROVIDE 2 1/2" MIN. BEARING PROVIDE RECESS 3/4" HEADED ANCHORS
— P OF SHOE ON THE PLATE, TYP.
BETWEEN EACH SHOES. x CONC. SLAB
2. MAXIMUM LIVE LOAD DEFLECTION ALLOWABLE: 1 /360. colvc. SLAB M o
CONC. SLAB GROUT LO
" (BY OTHERS) rn
3. STANDARD JOIST SHOE: 4X3 X1 /4 X2 1 /2" WIDE. a a a d c a 'a �� (BYO HERS) ° G a 4 ° ° ' d a a 3» o W 2i LL- °Q
a a a a ° G d a a 3 a d Q' rr a; Z Q z
4. THIS DRAWING IS FOR AERIAL AND SHOULD BE USED a ° a ° a 3 BRICK m m
IN CONJUNCTION WITH APPROVED ARCHITECTURAL, CONC. BEAM (BY OTHERS) a J zz
STRUCTURAL, MECHANICAL AND AERIAL PLANS. (BY OTHERS)
a p o a o o o
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5. THE CONTRACTOR AND/OR THE OWNER IS RESPONSIBLE TO CONC. BEAM v ' 14" 1/8" 3"
(BY OTHERS) a 1/8" 3" 14„ CONC. BEAM v
VERIFY THAT ALL DIMENSIONS AND CONDITIONS SHOWN ON ' 1/s" 2" (BY OTHERS) a
THESE DRAWINGS CORRESPOND WITH THOSE IN THE FIELD. c o
THE FOLLOWING WILL BE ADVISED: AERIAL ENGINEER, THE 4 1/2" 3" 4 1/2" U O U 0) o
STRUCTURAL ENGINEER AND THE ARCHITECT, OF ANY -� Ld zo Lu LO
VARIATIONS BEFORE THE START OF THE PREFABRICATION 2" U o = o 0
OF THE ELEMENTS. 6" STIFFENER. PL ® 3'D APART ry O �
6. AMERICAN FLOOR INC. WILL NOT BE RESPONSIBLE OF ANY -- a 0-
CHANGES OCCURRING AFTER THE SHOP FABRICATION 1 1/2 g 1 1/2 W8"x)-3/"THK X 12" LONG
DRAWINGS HAVE BEEN APPROVED BY THE OWNER, THE 12 / GE Y "REDH D"
WEDGE BY "REDHAED"
GENERAL CONTRACTOR, THE ARCHITECT OR THE STRUCT— "TRUBOLT" W/ 6 1/2" EMBEDMENT. 4�,,►E''''"�"•x4,'' ,µ, $
FRONT VIEW
URAL ENGINEER. SHOP FABRICATION WILL START ONLY �•''' a '��•: �`
AFTER RECEIVING SHOP DRAWINGS APPROVAL FROM ONE ?v it, w ` 'b
��
OF THE ABOVE. 1 JOIST TO CONC. BEAM CONNECTION 2 JOIST TO STEEL ANGLE CONNECTION 3 JOIST TO WALL CONNECTION
ir
AF-2 N.T.S. AF-2 N.T.S. AF-2 N.T.S. •• :' , fir' s
7. ALL BEAMS AND COLUMNS SHALL BE TRUE AND SQUARE
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READY TO INSTALL THE AERIAL.
8. DO NOT OVERLOAD THE AERIAL WITH SKIDS OF BLOCK, ' {
SAND, DRYWALL, ETC. r -
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TEMP— (BY OTHERS) (BYO OTHERS) W o co
ORARY BRACING AS LONG AS THE PERMANENT BRACING 3/16 7 g" obi co �O O '�
1/4� EMBED PLATE 3/16 7 2 1/2" 3" 2 1/2" � � � I O
AND THE SHEAR CONNECTIONS BETWEEN THE SLABS HAVE ® 4-0 O.C. TYP.
BEEN MADE. „ 'i3 ° cj co -- 4'°
3 1/2 cfD
a 8„ w �" � �
10. DO NOT DRILL, BURN OR CUT ANY AERIAL COMPONENTS SEE TABLE 1.1 3/16' 3
,.
AS THIS WILL REDUCE CARRYING CAPACITY. 4 ° 1 1 2" VAR UP TO 8'-0" ,d 1 Y
Lo
d d ° d d
0,
' 3» ., ,. ,. 4 B-2 1 1/2,. 3/4" COVER 3/4" COVER �
11 . NO PART OF THE ROOF LOAD SHALL BE APPLIED ON THE (2) EMBED PL. 8 x8 x3/8 a' °' o o
SLAB SYSTEM.
W/ (4) 3/4"OX6" LONG 8„ 3., f c d _ — •--o `=a
CONC. BEAM NELSONS STUDS. 4 O
12. AMERICAN FLOOR IS RESPONSIBLE TO PURCHASE GRADE 50 3 1/2° 1" COVER
(BY OTHERS) p v 3/16"
STEEL I BEAMS 14" y.
CONCRETE SLAB 3000 PSI
L 5"X3"X1/4"THK-4" LONG
13. PRECAST COMPOSITE HAS BEEN DESIGN IN ACCORDANCE W/ LOCATED ® 4'-0" o.c. °. 8"
WIRE MESH W2.9 - 6"x6" •' :a
ACI 318-253 ALL STEEL TO BE WELDED SHALL BE LOW W/ (2) 1/2"0 x 5" v ' STEEL JOIST
ALLOY ASTM 7O6 WEDGE ANCHORS FRONT VIEW JL
STEEL BEAM ;
CONC. BEAM
IMPORTANT
(BY OTHERS)
L 3"X3"X3/8"X6" LONG O e A
WELDED CONNECTION TO TOP CHORD asp
BAR SIZE WELD LENGHT WELD SIZE 1/1 6 IN CAPACITY �1
5/8" 2.075" 3/16" 925 LB 7978 LB.
3/4 3.85" 3/16" 925 LB 9019 LB. O
ALL STEEL REBARS IN TIE BEAM, MUST BE AT LEAST 4" FROM 7/8" 3.625 3/16" 925 LB 10059 tLB.INSIDE WALL FOR OUR BEARING OF FLOOR SYSTEM. TABLE 1.1 4" 3 1s" 925 LB 11100 o 0
I
— IT'S THE GENERAL CONTRACTOR RESPONSIBILITY TO GIVE US 4 SLABS EDGE TO STEEL ANGLE CONNECTION 5 STEEL BEAM TO CONC. BEAM CONNECTION 6 AU SEC. FL. SLAB TYPI-SAL SECTT0 1-� .'• . ,U Cr.
AF-2' N.T.S. �-2N.T.S. --�
FREE AND EASY ACCESS FOR OUR CRANE. AF-2 N.T.S.
P`t?rE�rOtvll�t=fVT . � �
CpRRc-GTiONS OR rC . •.
Tn!s r~EViEw oo Nor O
`EGUIREMENTS OF THE,,r
STEEL BEAM CONCE.PTAND GENERAL lcl- �1
(PROVIDE MIN. iON CHECK Is ONLY
CONTRACT DOCUMr-N7 .
3" BEARING ON CONFIRMING AND Cp�y ;.
/ ( 1 SELECTING Fggpl"qn r:
THE STEEL ANGLE.) PL 8"X6'-X3/8"��W 2/ cONSTRUCTIO Boor oln
3/8"0 X 1 1/2" EMB. A.B. PROVIDE 2 1/2" MIN. BEARING NNER`�`D PEHr
OF SHOE ON THE BEAM, TYP.
TIIIS APPROVAL
FOR THOSE Momil&Tlop,"
SUBMISSIONS OR AS GPECIFIGAi1 r
€SUBMISSION.ANY OTHER MOCiFiC!
�NTRACT01$OF PREVIOUSLY RI
®"APPROVED.IT ISUNDERST000
SUBMITTAL I3 P40T TO BE CONS? i m
CONC. SLAB CONC. SLAB GROUT aecmont ytymoptCOST.
2" 1/4" I 1/4" 2" SEE PLAN SEE PLAN j Q o
EMBED l 1I
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3" � � WN
1/4" EMBED PLATE
® 4'-0" O.C. TYP. 14$1 1 4„ 4. d
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W/ THE STEEL BEAM. 2' 1/8' #5 REBAR 6" LONG EMBED O O U
3/811
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N
STEEL BEAM STEEL BEAM C) 'C>y O a
PLATE 4"X2"x3/8" I I (CONNECTION LOCATED ® 48" o.c.) O a
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L 4"X4"X3/8" X12 LONG L 3"X3"X3/8" FROM TOP PLATE 00
TO BOTTOM CHORD NOTE: ALL REINFORCEMENT BARS TO BE WELDED
ANGLE
SHALL BE LOW ALLOY IN CONTENT.
1/4„ SHEET N0. f'J° ,
10 STEEL BEAMS TO JOIST CONNECTION 7 SLAB EDGE TO STEEL BEAM CONNECTION $ JOIST TO STEEL BEAM CONNECTION 9 SLAB JOINT DETAIL °
AF-2 N.T.S. SEE 2/AF-1 AF-2 N.T.S. AF-2 N.T.S. �-2N.T.S. SECUENCE
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