00-0061-005 GENERAL NOTES ^
1 . AERIAL ELEMENTS: FC=3000 psi AT 28 DAYS. KEBARS-
3" CONCRETE SLAB. TOTAL LOAD 90 psf. (BY OTHERS) PROVIDE 2 1/2" MIN. BEARING
FY-50000 ksi FOR I BEAM PROVIDE 2 1/2" MIN. BEARING (\ ( OF SHOE ON THE PLATE, TYP.
_ OF SHOE ON THE PLATE, TYP. GROUT
PL 1/4"X6"X7 3/4" W/
L4"x4"x 1/4" x 8" (2)- 1/2"0 X3" WELDED i
2. MAXIMUM LIVE LOAD DEFLECTION ALLOWABLE: 1 /360. WELDED ANCHORS PROVIDE 2 1/2 MIN. BEARING PROVIDE RECESS 3/4" HEADED ANCHORS
OF SHOE ON THE PLATE, TYP. BETWEEN EACH SHOES. CONC. SLAB
CONC. SLAB �
3. STANDARD JOIST SHOE: 4"X3"X1 /4"X2 1 /2" WIDE. CONC. SLAB GROUT P-1 i i.
(BY OTHERS) —�� rn
4. THIS DRAWING IS FOR AERIAL AND SHOULD BE USED KEBABS ° a d 4 d o �; Q
a a a a d 3 \
a a 4 d „ (BY OTHERS) a 4 d d � Q° ,
IN CONJUNCTION WITH APPROVED ARCHITECTURAL, ° ° ° ° . ° d 3 a d 3
4 d d d 4. O Z Q z 1
C 4 j.
STRUCTURAL, MECHANICAL AND AERIAL PLANS. s a d BRICK }
CONC. BEAM (BY OTHERS) a N iv z °w
5. THE C d (BY OTHERS) p v d. Q `o o ¢ m ¢ 5 ui
CONTRACTOR AND/OR THE OWNER IS RESPONSIBLE TO CONC. BEAM ° 14' ° 14
Lu Lu � ° o
'--p Ir
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. o (BY OTHERS)
°. 1/8„ 2„
THE FOLLOWING WILL BE ADVISED: AERIAL ENGINEER, THE o o
STRUCTURAL ENGINEER AND THE ARCHITECT, OF ANY 4 1/2" 3" 4 1/2" o I- I
VARIATIONS BEFORE THE START OF THE PREFABRICATION Ld o w m Ln
OF HE ELEMENTS. 2'
= O = Ln
2 1/4- WELDED U I- O
61, STIFFENER PL ® 3" APART O
6. AMERICAN FLOOR INC. WILL NOT BE RESPONSIBLE OF ANY Q � Q s o
CHANGES OCCURRING AFTER THE SHOP FABRICATION 1 1/2" g" 11/2 W 8"x) -3/"THK X 12" LONG
DRAWINGS HAVE BEEN APPROVED BY THE OWNER, THE / GE Y "RE X8 D"
WEDGE BY "REDHAED"
12" "TRUBOLT" W/ 6 1/2" EMBEDMENT.
GENERAL CONTRACTOR, THE ARCHITECT OR THE STRICT- FRONT VIEW
URAL ENGINEER. SHOP FABRICATION WILL START ONLY
AFTER RECEIVING SHOP DRAWINGS APPROVAL FROM ONE - ••• ,"• :�
OF THE ABOVE. 1 JOIST TO CONC. BEAM CONNECTION 2 JOIST TO STEEL ANGLE CONNECTION 3 JOIST TO WALL CONNECTION � :` .�
AF-2 N.T.S. AF-2 N.T.S.
AF-2 N.T.S.
7. ALL BEAMS AND COLUMNS SHALL BE TRUE AND SQUARE
READY TO INSTALL THE AERIAL.
8. DO NOT OVERLOAD THE AERIAL WITH SKIDS OF BLOCK,
SAND, DRYWALL, ETC. REBARS GROUT • C o
(BY OTHERS) (BY OTHERS) W
3/16„ 7„ 8„ (� co � �
1/4" EMBED PLATE p
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TEMP- @ 4'-0" O.C. TYP. 3/16" 7" 2 1/2" 3" 2 1/2° �+ co �I o
ORARY BRACING AS LONG AS THE PERMANENT BRACING
n� I
AND THE SHEAR CONNECTIONS BETWEEN THE SLABS HAVE /2" co C
BEEN MADE. SEE TABLE 1.1 3 16' 3x1/2" 8" 3" �
/ O VAR UP TO 8'-0" •� �
10. DO NOT DRILL, BURN OR CUT ANY AERIAL COMPONENTS o .` ° d a4 d a d � 1 1 2" d of •�,;
AS THIS WILL REDUCE CARRYING CAPACITY. 4 d 3 a B-2 O 1 1/2 3/4" COVER 3/4" COVER � o
(2) EMBED PL. 8"X8"X3 8" v' _
/ - d
. W/ (4) 3/4"0X6" LONG �„ � d � 8„ 3„ _• a i�r `- a: �
11 . NO PART OF THE ROOF LOAD SHALL BE APPLIED ON THE CONC. BEAM " NELSONS STUDS. O — � __ _ �
SLAB SYSTEM. (BY OTHERS) - 3/16" 3 3 d 3 1/2" 1' COVER
14" _
12. AMERICAN FLOOR IS RESPONSIBLE TO PURCHASE GRADE 50 „ " a CONCRETE SLAB 3000 PSI
-- L 5X3 X1/4 THK-4 LONG �
STEEL I BEAMS ° LOCATED 0 4'-0" o.c. d 8" WIRE MESH 6/6 6X6
W/ (2) 1/2"0 X 5" �.
WEDGE ANCHORS STEEL JOIST v
13. PRECAST COMPOSITE STEEL AND CONCRETE FABRICATION IS BEEN FRONT vlEw
CONSTRUCTED IN ACCORDANCE WITH ACI-318-253
14. PRECAST COMPOSITE HAS BEEN DESIGN IN ACCORDANCE W/ CONC. BEAM STEEL BEAM
ACI 318-196- ALL STEEL TO BE WELDED SHALL BE LOW (BY OTHERS)
L 3"X3-X3/8"X6- LONG O
ALLOY ACCORDANCE WITH ASTM 706 WELDED CONNECTION TO TOP CHORD O
BAR SIZE WELD LENGHT WELD SIZE 1/1 6 IN CAPACITY
IMPORTANT 5 S" 2.85" 3/16" 925 LB 9019 LB. r T o
3 4" 3.85" 3/16" 925 LB 9019 LB.
7/8" 3.625 3/16" 925 LB 10059 LB.
1" 4" 3/16" 925 LB 11100 LB.
- ALL STEEL KEBABS IN TIE BEAM, MUST BE AT LEAST 4" FROM TABLE 1.1 SHOP L�/�V`,llr�G REVIEW cz
INSIDE WALL FOR OUR BEARING OF FLOOR SYSTEM. 4 SLABS EDGE TO STEEL ANGLE CONNECTION 5 STEEL BEAM TO CONC. BEAM CONNECTION , x^ ,o
6 AUREA SEC. FL. S a RE, tD
IT'S THE GENERAL CONTRACTOR RESPONSIBILITY TO GIVE US AF-2 N.T.S. AF-z N.T.S. B_ ;:; ,.._ T 'P L `SAC
�-2N.T.S. Lj
FREE AND EASY ACCESS FOR OUR CRANE. rf, �SDURING
_
LYING WITH
T r c s. �✓
N IN THE
;'.,"LE FOR: 0
Ea CF
Lr l
STEEL BEAM
(PROVIDE MIN.
3" BEARING ON PL 8"X6"X3/8" W/ (2)
THE STEEL ANGLE.) ,r f „_,sous
3/8"0 X 1 1/2" EMB. A.B. PROVIDE 2 1/2' MIN. BEARING
f .rc'a_v
C r:,IN THIS
' Tf l ; !' G 3Y nu
OF SHOE ON THE BEAM, TYP.
r T L',i E , I'OTaTIO:J OPJ
UE:D AS AUIHC'JZATION FOR p
t
CONC. SLAB `O
SEE PLAN SEE PLAN CONC. SLAB GROUT /„J , ur_
2„ 1/4„ I 1/4„ 2„ ��
Q p X
EMBED--\ � v
� I- N
d 4, 4 d 4, d d d 4. d d' I 4 4 a4' d G d O. 3„ d C d '4• d I; 1/4" 4" O ¢ N
4 d G d 4 d 4 d l C 4 d d 3 G V m
d a Q 3�� I � J
v d Q Q
v d .a a 'a ',.� m o m
1/4" EMBED PLATE r*,
4'-0" O.C. TYP. 14" 14" a' ° W = '
FULLY WELD „ / n J
I! W/ THE STEEL BEAM. 2 1 8 #5 REBAR 6” LONG EMBED q O O U o
3�8„ _ - - -
STEEL BEAM � o °o�-
STEEL BEAM ~ o
U r='
w O a
PLATE 4"X2"X3/8" I ( (CONNECTION LOCATED C� 48" o.c. O
U wZ
N
L 4"X4"X3/8" X12" LONG L 3"X3"X3/8" FROM TOP PLATE NOTE: ALL REINFORCING BARS TO BE WELDED 00
0
TO BOTTOM CHORD ANGLE SHALL BE LOW ALLOY IN CONTENT r
SHEET NO.
1/4"
10 STEEL BEAMS TO JOIST CONNECTION SLAB EDGE TO STEEL BEAM CONNECTION 8 JOIST TO STEEL BEAM CONNECTION g 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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