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STRUCTURAL NOTES
1. STRUCTURAL STEEL
A. STRUCTURAL STEEL WORK SHALL COMPLY WITH RISC "SPECIFICATIONS FOR THE DESIGN, FABRICATIONS AND �Jd
tt.t ERECTION FOR BUILDINGS" AS IT APPEARS ON THE MANUAL Or- STEEL CONSTRUCTION, LATEST EDITION.
B. STRUCTURAL STEEL SHAPES, BARS, PLATES AND PIPES SHALL CONFORM TO ASTM A36, FY=36K51.
``• o C. STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTMI A 46, FY=46KSI. C�11J �
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L (4) 1/2" x 6-112" "RAWL" CHEM-5TUD THREADED 15"Xla"X1/2" GALV c`
ANCHOR RODS (I a E.A. CORNER) W/4-1/4" MIN. STEEL PLATE A Q
tl EMBED DEPTH. CAT. "6513 UP LIFT PROVIDED _®
PER BOLL 13,435 LBS. E.A. 1/4 ElOXX � `n ID
A
-
v tl • tl 1Y�--�'I'
4
t (4) 1/2" x 6-1/2" "RA4,UL" CHEM-STUD THREADED UJ16X89
ANCHOR RODS (1 19 EA COF�NER)U1/4-1/4" MIN.
EMBED DEPTH. CAT. %513 UP LIFT PROVIDED
0� PER BOLT 13,435 LBS. EA. (�
114 r=10xx - - °V
V y > V
LA
WI6 Xa(3 4 [
�k ROOF SLAB
a
e v c
a
18" 1a"xla"x112" GALV � d •
STEEL PLATE
a EXISTING GONG.
E3A5r= PLATE DETAIL COLUMN
6GAL E : 1/4 '' a P - Oil
X - SECTION IDETAIL
5GALE : 1/4 " 11 - Oil
ROOF PARAPET
BLDG.
+1330 S.W. 62 PLACE s
ROOF T A I I �
f � I /
28'-2"
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SEE DETAIL "B"
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11J16Xa `/ (4) 1/211 x 6-112" "RAL.L." CHEM-5TU0 THREADED +O
A/C 25 TON UNIT 1!4 E-10XX ANCHOR RODS (1 v EA CORNER) W14-1/4" MIN. -1
E10XX EMBED DEPTH. CAT. x'6513 UP LIFT PROVIDED
LOAD a CORNERS I 1/4 PER BOLT 13,435 LB5. E.A.
2663 lbs
X 12"X12"X3/4" GALV
Ctl Cam! STEEL PLATE
VOXX 112" THK GALV. STEEL \ m
F 4"X4"X1/4" GALV I/4 _ _ PLATE r-
tt I I m STEEL COLUMN (4) 1/2" x 6-112" "RALL" CHEM-5TUD THREADED
ANCHOR RODS (I al E,& CORNER) W/4-1/4" MIN. I r
frA 1 W'Xia"X1/211 CIALV EMBED DEPTH. CAT. 06513 UPLIFT PROVIDED
STEEL PLATE PER BOLT 13,435 LB5. EA.
I/4 E70XX
_ ROOF SLAPS
w A/C 20 TON UNIT
LOAD Q CORNERS I F4
18" la"Xla"x1/2" GALV m
CIO OrLbs CA
STEEL PLATE
,� A S F A � T A I L 747_ p) COLUMN u W
(CUT Ofd EXIST.COL. I Oil
n I a a
S' Or�1S
a � SCALE -. 1/4 "
l
G REBAR #=xTEND ING
- }�t C �( ABOVE ROOF) Ul 9
t0xx c i1 PSIS
A/C 25 TON UNIT I
LOAD COMERS _ f
w �� �- � � GV c,l � � l� Q IY
Q
a�3 1jOs X = ,5 CT l ON [D TAI L
tu x SCALE : 1/411 V - Oil
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SEE DETAIL "B"
A/C ROOF FLAN Manuel Gonzalez, RE °
SCALE : 1/4 I I _ 1 ' - 0 I I 325 Almeria Ave. SE I : ,, ORAUJING No.
Coral Gables, Fl. 33134
(305) 577-3130 «`'''
FL. Reg. No. 1586 .t'°"'
A/C EQUIPMENT ATTACHI=MENT NOTE: .`'► '�,
... .-.
FOR A/C EQUIPMENT MONTING 5EE ATTACH tr'J• \ .r 4
MNF. SPECIFICATION. LTHEBEST OFE5510NAL JUDGET1I=NT s t0
OF MY KNOLLEDC� AND BELIEF, t*
A1C ECUIPMFNT TO BOLTED t0 A/C EQ BASE m p
AND BASE TO BE BOLTED TO PROPOSED STEEL 0 t
ANS AND SPECIFICATIONS COMPLYFRAME. A$ PER MNF SPECIFICATIONS APPLICABLE BUILDING CODE. l >i l,t �
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