00-1209-003 A,
GENERAL NOTES
REBARS
(BY OTHERS) PROVIDE 2 1/2" MIN. BEARING
1 . AERIAL ELEMENTS: FC=3000 psi AT 28 DAYS. — OF SHOE ON THE PLATE, TYP.
PROVIDE 2 1/2" MIN. BEARING '
3" CONCRETE SLAB. TOTAL LOAD 90 psf. OF SHOE ON THE PLATE, TYP. GROUT PL 1/4"X6"X7 3/4" W/
FY=50000 ksi FOR I BEAM (2)- 1/2"0 x3" WELDED
L4'x4»x 1/4' x 8" PROVIDE RECESS 3 4" HEADED ANCHORS
WELDED ANCHORS PROVIDE 2 1/2' MIN. BEARING /
OF SHOE ON THE PLATE, TYP. BETWEEN EACH SHOES. CONC. SLAB
2. MAXIMUM LIVE LOAD DEFLECTION ALLOWABLE: 1 /360. CONC, SLAB M co
CONC. SLAB GROUT °'
3. STANDARD JOIST SHOE: 4"X3"X1 /4"X2 1 /2" WIDE. (BY OTHERS) ° Sm 8 z a REBARS
° d 'd (BY OTHERS) ° a ° 4 ° c ° ° 3„ o z vi 81 a o z
4. THIS DRAWING IS FOR AERIAL AND SHOULD BE USED .
v v v v ° o dd ° 3 da ° Q. ° v 8
IN CONJUNCTION WITH APPROVED ARCHITECTURAL, ° ° ° 319
BRICK
BY OTHERS N o m
co
STRUCTURAL, MECHANICAL AND AERIAL PLANS.
CONC. BEAM— W o w J Z 3 �
(BY OTHERS) o d o y y o o ww
5. THE CONTRACTOR AND/OR THE OWNER IS RESPONSIBLE TO a N3-\\ 14
VERIFY THAT ALL DIMENSIONS AND CONDITIONS SHOWN ON CONC. BEAM . ° a 1/s 3 14 14„ CONC. BEAM
THESE DRAWINGS CORRESPOND WITH THOSE IN THE FIELD. (BY OTHERS) (BY OTHERS) v
v 1/8» 2" •a 00 0)
THE FOLLOWING WILL BE ADVISED: AERIAL ENGINEER, THE O O cry °r' 8 zz
STRUCTURAL ENGINEER AND THE ARCHITECT, OF ANY 4 1/2" 3" 4 1/2" w z M
VARIATIONS BEFORE THE START OF THE PREFABRICATION
OF THE ELEMENTS. 2� IS o
(2) - 1/4" WELDED U ~ U M
6. AMERICAN FLOOR INC. WILL NOT BE RESPONSIBLE OF ANY 6" STIFFENER PL ® 3" APART Q Q o
CHANGES OCCURRING AFTER THE SHOP FABRICATION -
DRAWINGS HAVE BEEN APPROVED BY THE OWNER, THE L s(2)-/2"THK x 12" LONG °"
1 1/2" 9" 1 1/2" W/ (2) -3/4"OX8 1/2"
GENERAL CONTRACTOR, THE ARCHITECT OR THE STRUCT- WEDGE BY "REDHAED"
URAL ENGINEER. SHOP FABRICATION WILL START ONLY 12" "rRUaolr" w/ 6 1/2" EMBEDMENT. „ .
AFTER RECEIVING SHOP DRAWINGS APPROVAL FROM ONE FRONT VIEW •r
OF THE ABOVE.
1 JOIST TO CONC. BEAM CONNECTION 2 JOIST TO STEEL ANGLE CONNECTION 3 JOIST TO WALL CONNECTION .z.
�`
7. ALL BEAMS AND COLUMNS SHALL BE TRUE AND SQUARE AF-2 N.T.S. AF-2 N.T.S. ', .,'�i�o`� �, '1 A
READY TO INSTALL THE AERIAL.
AF-2 N.T.S. d... 1
i
I F BLOCK,
8. DO NOT OVERLOAD THE AERIAL WITH SKIDS 0
SAND DRYWALL ETC. .
a
d
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TEMP-
.
REBARS GROUT
CRARY BRACING AS LONG AS THE PERMANENT BRACING (BY OTHERS) (BY OTHERS) 3/16" 7" s» W °O
AND THE SHEAR CONNECTIONS BETWEEN THE SLABS HAVE `O "�
1/4" EMBED PLATE 3/16' 7° 2 1/2" 3" 2 1/2" c M O Q ,
BEEN MADE.
® 4-0 O.C. TYP,
NOT DRILL BURN OR CUT ANY AERIAL COMPONENTS 2»
10. D 0 '
AS THIS WILL REDUCE CARRYING CAPACITY. a $"
VAR UP TO 8-0 p
SEE TABLE 1.1 3/16' d � 3' " �
11 . NO PART OF THE ROOF LOAD SHALL BE APPLIED ON THE ° - 1 1 2
SLAB SYSTEM. ° °' 3"
e '
v ° d ° "I. 4 B-2 p 1 1/2» 3/4" COVER 3/4" COVER 2S co
(2) EMBED PL. 8"X8"X3/8" 3" a
12. AMERICAN FLOOR IS RESPONSIBLE TO PURCHASE GRADE 50 w/ (4) 3/4"�x6" LONG
NELSONS STUDS. d 8' O / o
STEEL I BEAMS CONC. BEAM 3/16" 3" d 3 1/2"
(BY OTHERS) p v 1" COVER
13. PRECAST COMPOSITE HAS BEEN DESIGN IN ACCORDANCE W/ D ` 14" CONCRETE SLAB 3000 PSI
a
ACI 318-253 ALL STEEL TO BE WELDED SHALL BE LOW L 5"x3"x1/4"HK-4" LONG d
ALLOY IN ACCORDANCE WITH ASTM 706 LOCATED ® 4'-0" o.c. 8' WIRE MESH W2.9 6"X6" *�
WEDG )E ANC STEEL JOIST
HORS 5' FRONT VIEW
CONC. BEAM STEEL BEAM r 'f
(BY OTHERS)
IMPORTANT L 3"X3"X 2"0 X6" LONG . r,
W/(2) 1/2"� X6" EMBEDMENT O
WELDED CONNECTION TO TOP CHORD ANCHOR BOLTS BOTH SIDES
BAR SIZE WELD LENGHT WELD SIZE 1/16/IN CAPACITY O
5 8' 2.075" 3 16" 925 LB 7978 LB.
3/4 3.85' 3/16" 925 LB 9019 LB. �� °
ALL STEEL REBARS IN TIE BEAM, MUST BE AT LEAST 4" FROM 7/8" 3.625 3/16 925 LB 10059 LB. °
INSIDE WALL FOR OUR BEARING OF FLOOR SYSTEM. TABLE 4" 3 16" 925 LB 11100 LB.
1.1
eq
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5 STEEL BEAM TO CONC. BEAM CONNECTION
- IT'S THE GENERAL CONTRATOR RESPONSABILITY TO GIVE US 4 SLABS EDGE TO STEEL ANGLE CONNECTION 6 AUREA SEC. FL. SLAB — TYRIGAl,� ~SCTI.ON
FREE AND EASY ACCESS FOR OUR CRANE. AF-2 N.T.S. AF-2 N.T.S.
�-2N.T.S. •�r,r�H f:a1�.��,,
f 0 NfT � O
CU E1.IE'ti i S f''A r °
c r'EQK S oNt t • ..
a c:PiAhIDGFE= _
PROVIDE 2 1/2" MIN. BEARING
6.. OF SHOE ON THE BEAM, TYP. PROVIDE 2 1/2" MIN. BEARING
OF SHOE ON THE BEAM, TYP.
GROUT
CONC. SLAB I CONC. SLAB GROUT
8•• SEE PLAN CONC. SLAB Q o
t
— p ° ° .d 3� °I ° d 1�4"EMBED
3 p SC 0�
O d ° 4 °
.d ° 3 -j
L4 ° v i�
2- #4 BENT BAR ANCHORS d d ' ~ <
a ° d ° 3 QO Q
W ')
2>, 1/$» 1/8» 2.. 14
w W o
#5 REBAR 6" LONG—/ EMBED -C) O 0 U u
STEEL BEAM W I p <
�I00
(CONNECTION LOCATED ® 48" o.c.) O Z
�o STEEL BEAM
PLATE 3' X 6 X 1/4"- I Do-, U 6 2
NOTE: ALL REINFORCING BARS TO BE WELDED y co
SHALL BE LOW ALLOY IN CONTENT. S
SHEET NO.
TO STEEL BEAM CONNECTION $ JOIST TO STEEL BEAM CONNECTION s SLAB JOINT DETAIL AF - 2
A CH - 100 (I) JOISTS
AF-2 N.T.S. F-2 AF-2 N.T.S. A N.T.S. AF-2 N.T.S. SECUENCE
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