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S-2Y2" 4F-02" 3'-2Y2" 41-02" S-0/2" DESIGN: INTERNAL SERICESDEPARTMENT
&
SHALL CONFORM TO THE REQUIREMENTS OF THE FLORIDA BUILDING COD DESIGN AND CONSTRUCTION SENCES DIVISION
2, 1,
,SOUTH-EAST CORNER 3'-l1Y4" 5YE OF SUPPORT POINTS STEEL SHALL BE IN ACCORDANCE WITH THE &I.S.C. SPECIFICATION FOR 111 NA I W SA 2420 N.
OF EXISTING BUILDING OF SUPPORT POINTS' S-1111Y, STRUCTURAL STEEL BUILDINGS 360-05. 46�1�11
Miami -Dade, Ru*, 33128
ADS
DESIGN WIND LO - - - - - (0) 375.440p
C-1 40-1 4'-0" 4#-0" 41-011 4` -1" WIND ANALYSIS ASCE 7-10: WIND VELOCITY=175MPH ---
L1 RISK CAT: U
0) 121-1 EXPOSURE=C `0�
EXISTING BUILDING EDGE r2 2 MIAMI•DADE
S1 S1 STRUCTURAL STEEL
f-HSS 6"xf Y44" 6 0 1E 4
EXISTING CHILLER STRUCTURAL W SHAPES SHALL CONFORM TO A,S,T.M, A992 FY=50KSI 2elnWi"d W-rpa= = 22 - T
TO BE REPLACED ANGLES AND PLATES SHALL CONFORM TO A.S.T.M. A36. SEAL:
HSS SHALL CONFORM TO A.S.T.M, A500 GRADE B (FY = 46 K.S.I.) Hershell Gill, P.E.
0
ROOF DECK 1\-EXISTING CHILLER .1 STRUCTURAL PIPE SHALL CONFORM TO A.S.T,M. A53 GRADE B (Fy=35 K.S.I.) STRUCTURAL ENGINEER -
co
TOP OF SLAB � TO BE REPLACED C-4 ALL STEEL TO BE GALVANIZED G90 FLORIDA REGISTRATION #
ELEVATION TO BE CONFIRMED >< ALL BOLTS AND NUTS TO BE STAINLESS STEEL 304 (ASTM A193 & A194) PE0017444
Sl W8x28 SEAL: -
r I
L — I J :9 WELDING
to CL
HSS 6#px6l'YY4'0 I
NEW-W6x1 A ALL WELDING TO BE DONE BY CERTIFIED WELDERS. ALL WELDING SHALL BE MADE WITH E70XX
NEW-W6x15 il 104 ELECTRODES AND CONFORM TO THE CURRENT RECOMMENDATIONS OF THE A.I.S,C. AND THE
AMERICAN WELDING SOCIETY. ALL WELDS SHALL BE SPRAY PAINTED WITH GALVANIZING PAINT.
S1 I i �. — - 1 11 - — R
C11; S ]) I I I I a SCOPE OF WORK
C 4
C� EQUIPMENT SUPPORT POINTS ON NEW W6X15
1. PRIOR TO ANY WORK, THE CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS SHOW ON THIS DRAWING,
SEE DETAIL A/Sl (TYP.).
x
(0 'D OT to CD
V) V) (A 2. REMOVE THE EXISTING ALUMINUM SCREEN AT THE PERIMETER OF THE EQUIPMENT PLATFORM. PROJECT NAME AND LOCATION:
REMOVE THE EXISTING WOOD DECKING.
0
CL
PARTIAL ROOF FRAMING PLAN- 3. REMOVE EXISTING CHILLER UNITS.
SCALE: 1/116"=V-011 00 4. MAKE HORIZONTAL CUT THROUGH 6" DIA. AND HSS 6X6 VERTICAL SUPPORTS, AT T�E UNDERSIDE OF
1 —1 41 !4 1 — - ALL THE W8X28 AND REMOVE PLATFORM. SOUTH
tw— wbx1 b I ��W—Vvbxl ><
5. REMOVE ALL 'T BRACING IN THE EAST-WEST DIRECTION.
r r"I %N
100 6. SPLICE 14" SECTION OF 6" DIA, AND HSS 6X6 TO EXISTING COLUMNS RESPECTIVELY.
Z 7. INSTALL THE (4) NEW W6x15 BEAM FOR THE SUPPORT OF THE NEW CHILLER UNITS. MIAMI p
0
0- r SEE A/S1 ON THE UNIT SUPPORT PLAN.
8. RE-CONNECT THE PLATFORM THAT WAS CUT LOOSE IN STEP 4 ABOVE.
BRANCH
9. INSTALL "X" BRACING IN NORTH-SOUTH DIRECTION AT NEW ELEVATION.-
V) EXISTING X BRACING MAY BE REUSED. SEE 1/S1.
- - 1 10, INSTALL NEW CHILLER UNITS. 0
HSS 676 "L-6#10 PIPE FSS 6" 6"xY4"
S' ED
&PNOR114
m
W8 28
14. LIBRARY
11. RE-INSTALL WOOD DECKING. SUBSTITUTE DAMAGED WOOD DECKING WITH NEW WOOD.
C CHILLER po REPLACEMENT N
UNIT SUPPORT PLAN EXISTING (U. 0. N
•
SCALE: 11/4"=V-0"
6000 SW SUNSET DRIVE m *f
5%4" 5Y8" 5Y8. 5Y8" 53/4" MIAMI, FL 33143
6 30 2Y20# 6 3' -11Y4" 1'-7Y4" 11'-74 3p-11Y4#f 30-2)2#p L7 L 7)/4" 6'-8 1/4" 21-Aall a
PROPERTY OF MIAMI DADE COUNTY
- FOR OFFICIAL USE ONLY -
- DO NOT REMOVE THIS NOTE - L
,,.--NEW UNIT OF HSS OF HSS PROPERLY DESTROY DOCUMENTS WHEN NO
I r SUPPORT LOCATION-\�l LONGER NEEDED. GENERAL CONTRACTOR TO *t��,TAIWZAA
I--,— f VERIFY ALL DIMENSIONS AND CONDITIONS AT
NEW UNIT JOB SITE PRIOR TO CONSTRUCTION. GDWAAL
SUPPORT LOCATION CONTRACTOR SHALL NOTIFY ISO OF ANY
EXISTING S607.2 P. DISCREPANCIES PRIOR TO CONSTRUCTION 04011
EXISTING S6x1 7.2 W6x15 I AND / OR ORDERING MATERIALS. #9
K 47
I NEW W6x15 NEW W6x15 I 5607.2 KEY PLAN: *
i w%* A*
f W8x28
1 +62 FROM EXISTING
S6x1 7.2
W8x28 TOP OF CONCRETE SLAB
COLUMN EXTENSION. NEW -9 3 Y2"x3 Y2"4" EXISTING W8x28
I r
04 C)
SHADED HSS 6%6"A4"
COLUMN EXTENSION
TYP.
TYP 1
V421
7
/T
EXISTING HSS 6"WxY
C:)
4" EXISTING SECTION TO REMAIN *"N�Typ. YP. 7.,
Typ.
W C I :� HSS 6"41144" HSS 6114"4411
I - — '.0- + EXISTING PLATE CONN. SUBMITTALS:
ISTING "X" BRACIN I WILL NOT BE DISTURBED. NO. DATE DESCRIPTION:
(TYP.) H
NEW X" BRACING TO BE RELOCATED
SEE SCOPE OF WORK EXISTING CONCRETE 2
NEW "X OL SLAB ELEVATION EXISTING CONCRETE SLAB ELEV. —
r 3
4
OF W6x15 —
EXISTING 6" 0 PIPE
A REVISIONS:
NEW W6x15--
>Aw
> V4. XISTIN X" KBRACIN Typ
BRACING
TYP. SECTION r2
SECTION 1/4 81 SCALE: 1/2"=1'-O" NO. DATE DESCRIPTION:
SCALE: 1 2"=1 —0" S j 4n 11 4p (2) -Y4"0 HOLES
SEE, ISOLATOR SPEC. FOR
HOLES LOCATION.
Y4"x8"x1'-2" SPRING ISOLATOR BASE
C-4 . I I
PLATE (GALV.).SPRING ISOLATOR TO
BE SLR-4A-2500 BY MASON — E
INDUSTRIES, INC. CONTRACTOR MUST
VERIFY ALL DIMENSIONS ON THE
ISOLATOR PRIOR TO INSTALLATION, -
DRAWING TIME--
W6x15 I IROOF PLAN, — D
14„ TYP. SECTIONS & DETAILS —
NEW
W6x15 4" 4 WELD SPRING ISOLATOR TO PLATE
FOLLOW MANUFACTURER SPEC. PROJECTPHASE: 100% CUS — C
FOR INSTALLATION.
O'Lu SPRING L'
FOLLOW MAN
EXISTING FOR INSTALL, ISSUE DATE: 05/27/2013
S607.2
W605 4ftHGCE DRAWN BY APPROVED BY
.zt 44 "x4% Y4" x0 -4 LONG LONG STRUCTURAL ENGINEERS WORK ORDER NUMBER: W130040
SINCE 1975 ;,4
1/4 I
Z, P. HERSHELL GILL CONSULTING ENGINEERS, INC.
SHEET NUMBER
witi
4601 Ponce De Leon Blvd. 4
Suite 200
A Coral Gables, F
SECTION (3 DETAIL � T 305-667-3631 L. 33146
SCALE: 1 1/2"=V-0" EB-0003310 Sol Aw-
SCALE: 1 1/2"=V-0" �00
PROJECT NUMBER: 1302
2 0 3 0 4 0 5 0 0 0 7 0 8 o p 0 10 a 11 0 12 a 13 14 0 15 a 18 0 17 0 15 a 19 a 20 0 21 a 22 0 23 0 24 a 25 0 28 0 27 0 28 a 29 a 30 0 31 32 0 33
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