00-1208-003 i(
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GENERAL NOTES
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REBARS
r(BY OTHERS) PROVIDE 2 1/2" MIN. BEARING
PROVIDE 2 1/2" MIN. BEARING OF SHOE ON THE PLATE, TYP,
1 . AERIAL ELEMENTS: FC=3000 psi AT 28 DAYS. OF SHOE ON THE PLATE, TYP. GROUT
3" CONCRETE SLAB. TOTAL LOAD 90 psf. PL 1/4"X6"X7 3/4" W/
L4"x4"x 1/4" x 8" (2)- 1/2"0 X3" WELDED
FY=50000 psi FOR I BEAM WELDED ANCHORS PROVIDE 2 1/2" MIN. BEARING PROVIDE RECESS 3/4" HEADED ANCHORS
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2. MAXIMUM LIVE LOAD DEFLECTION ALLOWABLE: 1 /360. CONC. SLAB OF SHOE ON THE PLATE, TYP. BETWEEN EACH SHOES. CONC. SLAB
CONC. SLAB GROUT O
3. STANDARD JOIST SHOE: 4"X3"X1 /4"X2 1 /2" WIDE. a . . . , . . . , , . a : • . °
REBARS (BY OTHERS) ° ° •� Q,Ln
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4. THIS DRAWING IS FOR AERIAL AND SHOULD BE USED a ° —3�
4 ° BRICK m m
IN CONJUNCTION WITH APPROVED ARCHITECTURAL, CONIC. BEAM (BY OTHERS) ,• � o 0
STRUCTURAL, MECHANICAL AND AERIAL PLANS. CO OTHERS) q a Z 3z
D m a 5
1 s" 3" o
5. THE CONTRACTOR AND/OR THE OWNER IS RESPONSIBLE TO CONC. BEAM ° - • ' 14" •� � /
VERIFY THAT ALL DIMENSIONS AND CONDITIONS SHOWN ON (BY OTHERS) a 1/8" 3" 14„ CONC. BEAM
THESE DRAWINGS CORRESPOND WITH THOSE IN THE FIELD.
° d 1/8" 2" (BY OTHERS)
THE FOLLOWING WILL BE ADVISED: AERIAL ENGINEER, THE " O � °�' °o
STRUCTURAL ENGINEER AND THE ARCHITECT, OF ANY w z I- M
VARIATIONS BEFORE THE START OF THE PREFABRICATION - — O w
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OF THE ELEMENTS. = o = �o Lo
6" (2) - 1/4" WELDED 1-O L ® 3" APART M
o M
6. AMERICAN FLOOR INC. WILL NOT BE RESPONSIBLE OF ANY STIFFENER P- —
CHANGES OCCURRING AFTER THE SHOP FABRICATION 1 1/2" s" 1 1/2" L 8"X4"X1/2"THK x 12y LONG Q
DRAWINGS HAVE BEEN APPROVED BY THE OWNER, THE W/ (2) -3/4 1/2 WEDGE BY "REDHAED" ,
GENERAL CONTRACTOR, THE ARCHITECT OR THE STRUCT— 12"
"TRUBOLT" W/ 6 1/2" EMBEDMENT.
URAL ENGINEER. SHOP FABRICATION WILL START ONLY FRONT VIEW
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AFTER RECEIVING SHOP DRAWINGS APPROVAL FROM ONE \ • ``\\�`� , � .,�A * a L , ;
OF THE ABOVE. 1 JOIST TO CONC. BEAM CONNECTION 2 J OIST TO STEEL ANGLE CONNECTION 3 JOIST TO
- /
7. ALL BEAMS AND COLUMNS SHALL BE TRUE AND SQUARE AF-2 N WALL CONNECTION
T S N. AF-2 N.T.S. AF-2 N.T.S.
READY TO INSTALL THE AERIAL. �^1A �
8. DO NOT OVERLOAD THE AERIAL WITH SKIDS OF BLOCK,
SAND, DRYWALL, ETC. • _ f�
GROUT
• REBARS
9 `, i
. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TEMP— (BY OTHERS) (BY OTHERS)
co co
A Y BRACING AS LONG AS THE PERMANENT BRACING 1/4'; EMBED PLATE 3/16" 7"
°' " $" � co o �
AND THE SHEAR CONNECTIONS BETWEEN THE SLABS HAVE ® 4-0 O.C. TYP. 2 1/2 3" 2 1/2" N°' �, co I q
BEEN MADE.
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10. DO NOT DRILL, BURN OR CUT ANY AERIAL COMPONENTS a 8"
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SEE TABLE 1.1 3/16' 3" o
AS THIS WILL REDUCE CARRYING CAPACITY. Lo- d o 1 1/2-
VAR UP TO 8'-0"
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11 . NO PART OF THE ROOF LOAD SHALL BE APPLIED ON THE �" 3/a COVER 3/a COVER M ,
(2) EMBED PL. 8 X8"X.3/8" a' 4 B-2 O
SLAB SYSTEM. W/ (4) 3/4"OX6" LONG 8" 3"
CONC. BEAM NELSONS STUDS. 4 O
12. AMERICAN FLOOR IS RESPONSIBLE TO PURCHASE GRADE 50 (BY OTHERS) p D 3/16" 3" 4 ' 3 1/2" 1" COVER
STEEL I BEAMS 14„
D
L 5"X3"X1/4"THK-4" LONG CONCRETE SLAB 3000 PSI
13. PRECAST COMPOSITE HAS BEEN DESIGN IN ACCORDANCE W/ LOCATED 0 4'-0" O.C. 4 8"
W/ (2) 1CH 0 X 5
ACI 318-253 ALL STEEL TO BE WELDED SHALL BE LOW a RE MESH W2.9 - 6X6
WEDGE ANCHORS (' l
ALLOY ASTM 706 • . FRONT VIEW V
CON C. BEAM
STEEL BEAM
IMPORTANT (BY OTHERS) L 3"X3"X3/8"X6" LONG
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WELDED CONNECTION TO TOP CHORD dw O
BAR SIZE WELD LENGHT WELD SIZE 1/1 6 IN CAPACITY
5 8' 2.075r 16 925 LB 7978 LB.
3 4' 3.85' 3 16 925 LB 9019 LB.8'
— ALL STEEL REBARS IN TIE BEAM, MUST BE AT LEAST 4" FROM 7 3.625 3 16 925 LB 10059 LB.
INSIDE WALL FOR OUR BEARING OF FLOOR SYSTEM. 1 O
4' 3 16 925 LB 11100 Le. o
' TABLE 1.1 � � OI O .
5 STEEL BEAM TO CONC. BEAM CONNECTION
— ITS THE GENERAL CONTRACTOR RESPONSIBILITY TO GIVE US 4 SLABS EDGE TO STEEL ANGLE CONNECTION 6 AU
REA SEC. FL. SLAB . . " PICAL S ".• U
FREE AND EASY ACCESS FOR OUR CRANE. AF-2 N.T.S. AF-2 N.T.s. "�,� � ,�,., ECTI CN a, �4
AF-2 N.T.S.
� tl_E�'Otvif4iENTS � to
v
THIS REVIEW DJ NOT R
STEEL BEAM
REOIkREMENTS of iHE" �
THIS CHECK iS ONLY F( O
CONTRACT DOCUME':'
PROVIDE MIN. rONFIRMLNO ANO c aq
CtINCEPT AND GENES,,,,
3" BEARING ON
THE STEEL ANGLE.) PL 8"X6"X3/8" E (2) CONSTRUCTION EESELECTING E
3/8 0 X 1 1/2" EM B. A.B.
TRADES:AND-EF- ..
PROVIDE 2 1/2" MIN. BEARING WANNER,
OF SHOE ON THE BEAM, TYP. THIS APPROVAL
FOR THOSE A+Gt
SUBMISSIONS OR AS f
SUBMISSION.ANY vTF
OOMAACTOR OF PREVU.
DISAPPROVED.IT iS UN(
SEE PLAN —
CONC. SLAB SUBMITTAL Is NOT T:; to
2" 1/4" I 1/4" 2" SEE PLAN CONC. SLAB GROUT ,TONAL ARK
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° ° 4. ° ° ° EMBED a.}' .� n l9'EY-
° ° 4' I ° '4' „ ° ° "
4' 4 ° ° ° °. 4 ° v °
c v 4 ° • ° 3 d d ° 'd' ° 1 4 4___. O
° 4 ° 3
a • _
° 41
4 4 'o 72 v 4 3 Q
1/4° EMBED PLATE 4 w ° q ti
4'-0" O.C. TYP. 14" A
FULLY WELD " 1/g" 1 4" EMBED 4 c W
2 N
W/ THE STEEL BEAM. #5 REBAR 6" LONG—/ Q g §
STEEL BEAM 3/8„ O O � $
STEEL BEAM
PLATE 4"X2"X3/8" I I w , o
(CONNECTION LOCATED ® 48" o.c.) p }' a a
L 4"X4"X3 8" X12" LONG L 3"X3"X3 8" FROM TOP PLATE I I U i5
/ TO BOTTOM CHORD ANGLE
NOTE: ALL REINFORCEMENT BARS TO BE WELDED
SHALL BE LOW ALLOY IN CONTENT.
1/4"
SHEET NO.
10 STEEL BEAMS TO JOIST CONNECTION 7 AF — Lim SLAB EDGE TO STEEL BEAM CONNECTION s JOIST TO STEEL BEAM CONNECTION s SLAB JOINT DETAI 2 .
AF-2 N.T.S. SEE 2/AF-1 AF-2 N.T.S. FVF-2 N.T.S. L' '�
AF-2 N.T.S. SECUENCE
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