01-0131-002 STRUCTURAL, Ni 0TES
GENERAL: All dimensions shall be verified by contractor at the job site and in case of any 2. 8
discrepancy in drawings, architect and / or engineer shall be notified and obtain P O P E I
their approval before proceeding with work. Contractor shall comply with all the
provisions of the South Florida Building Code and the ACI 318-95 specifications.
Coordination of the work of all trades (structural, plumbing, electrical, air
conditioning and architectural) at the time of erecting the building structure
is contractor responsibility. No additional payments shall be made to the I
contractor, for the contractor's failure to correct conflicting field conditions I
after the structure has been erected. The engineers shall not be responsible for,
4 nor have control or charge of construction means. Methods of sequence, or
procedures, or for safety precautions and programs. All change orders must be 394 West Broadway
signed and approved by the owners prior to approval by the architect and/or
engineer. Structural calculations shall be based on wind velocity of 110 MPH New York NY 10012
2 plus 1.1 (importance factor) equals to 120 MPH, and procedures in accordance '
with ASCE 7-95. Also needs to comply with the South Florida Building Code, ` Tel 212 431 1262
2 I
stability of buildings. Fax 212 966 8659
STRUCTURAL
1 i STEEL: Shall be ASTM A-36. Bolts shall be high strength ASTM A-325—X. All welding shall I o 3OYM ,i,ua ML RnM RMvm
be performed by certified welders. All structural steel shall be free of rust, oil, 71*d"ho.A 0 puphw .a ..dam uvowid
and scale. Contractor shall submit shop drawings for approval prior to fabrication. .�' U"1°°' UZ SM W"
All structural steel shall be coated with one shop coat rust inhibitive paint. All ! o• >» �d�� a � m .� a kk
\\So x,_11 j�, members shall be weld to develop full strength with E-60 and E-70 electrodes. Tom rt ��'
lro _ _ . . � i
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PROJECT:
ITEM NOMINAL MATERIAL DWINIG/ DETAIL DISCRIPTION G2TY ' U"" O
THICKNESS THE THE SHOPS AT SUNSET PLA E
+ — TS 1.5 x is x 18'-0' i I SOUTH MIAMI, FLORIDA
,4, 001 1/4 STEEL
3 0 02 1/4' — TS IS x IS x 1'-0' 1
T5 IS x IS x 3'-8' 6 I KEY PLAN:
003 1/4 —
004 3/8' -- BASE PLATE 02
I
3'-01t 31-01± 3'-04t 3'-01t
- : •J i i
(4'-0' MAX,) (4'-01 MAX.) (4'-0' MAX.) (4'-0' MAX-) (4 0 MAX,)
2 CONSULTANT'&
1
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FRONT ELEVATION PLAN a '
O o ,nw SCALE: 1/2a V-0'
9
F]
`�' , TITLE:
0 0 ,� 40 40
,- s• 4 TI TLE 1
5 A5E PLATE #2
TI TLE2
SCALE: 3'=1'-0' TI TLE3
3'-01t 3'-011 3''(d"t 3'-01t 31-01±
scale:
(4'-0' MAX.) (4'-0' MAX.) (4'-0' MAX.) (4'-0' MAX.) (4'-0' MAX.) 3 4 ' SCALE
I 2 IDate Drawn:
3 4 DATE
1 Drawn by / Checked by:
DRAM BY CHECKED—BY
1 m A L-A=ce/Revisions
3 4 3 4 3 ' Na Dam Remit
8—0" V.1. i 12.23.9
3
4 T.O. PLATFO
4 SEE DET. A/5-1
3 I
B-4
5 T�'P 51DE ELEVATION
i
1/2'x51/2 xg/a•
\ PLATE / 3 4 TOP CENTER RAIL I
STAIR RISE \4-1/2-TPRLI BOLTS
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1 PHASE:
CD
o CONC. SLAB 51/2'x51/2'x3/g \ ��ONC. SLAB 3 4 ❑ Site Survey
M PLATE i/ + \
Ln METAL TRAY METAL TRAY ❑ Pred"`�"n Service
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m 1/4, 1/4' — — — ❑ Schematic Dnn
(4)- 1/2' EXP. BOLTS SECTION 34 ❑ Dcsim, Development
(HILTI KWIK BOLT 11, TYP.)
EMBEDED 31/2' MIN. INTO CONC. SCALE: I'=V-0' S-2 C. SLA
i 0 Permit Document
0
SECTION t 4 4 ❑ B� Dot
SCALE: I'=I'-0' 3
El Consmiction Document
U, ❑ Supgtemental Informati
0 on
—0" V.I.F.
El Presentation
C �— % / U0 6 48
CD
TYP CENTER RA I L
BOTT. ELEVATION
CENTER RAIL
SCALE: 1/2'-V-0'
ARBAB ENGINEERING, INC.
CONSULTING ENGINEERS 5 � 2
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F 1C�l•' 11900 BISCAYNE BLVD., SUITE 508
I NORTH MIAMI, FLORIDA 33181
PHONE NO. (305) 891-5049 FAX. NO. (305) 891-0504
00354
EB NUMBER: 7488 PEN 35460
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