07-562-012GENERAL STRUCTURAL NOTES
THESE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENT, DESIGN AND EXTENT OF THE WORK AND ARE PARTIALLY DIAGRAMMATIC. THEY
ARE NOT INTENDED TO BE SCALED FOR ROUGH -IN MEASUREMENTS, OR TO SERVE AS SHOP DRAWINGS.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONES), 2001 EDITION. WIND PRESSURES
HAVE BEEN DETERMINED IN ACCORDANCE WITH ASCE 7 -98. V -146 MPH (DADE COUNTY), 1 -1.0. EXPOSURE C.
CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO STARTING ANY WORK AND NOTIFY THE ARCHITECT OF ANY
DISCREPANCIES BETWEEN THESE PLANS AND THE EXISTING CONDITIONS.
CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING STRUCTURE DURING CONSTRUCTION.
THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS AND JOB SITE SAFETY. CONTRACTOR SHALL EXERCISE ALL DUE CARE
DURING DEMOLITION. EXCAVATION AND CONSTRUCTION TO PROTECT WORKERS AND EXISTING CONSTRUCTION. CONTRACTOR SHALL NOT LOAD NEW OR
EXISTING STRUCTURES BEYOND THEIR DESIGNED CAPACITY. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING AND BRACING REQUIRED DURING
CONSTRUCTION. CONTRACTOR SHALL ATTEMPT TO LOCATE CONCEALED AND UNDERGROUND PIPES, CONDUITS ETC. PRIOR TO COMMENCEMENT OF WORK.
THE CONTRACTOR IS RESPONSIBLE AND SHALL COMPLY WITH THE SAFETY REQUIREMENTS OF CHAPTER 33 OF THE FLORIDA BUILDING CODE AND ALL
LOCAL,STATE AND FEDERAL LAWS.
COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE 3000 PSI.
ALL CONCRETE WORK SHALL CONFORM TO AC1301 SPECIFICATIONS U.O.N.
CONCRETE SLUMP SHALL BE 3" PLUS OR MINUS 1" FOR FOOTINGS AND SLABS ON GRADE: 4" PLUS OR MINUS 1" FOR OTHER CONCRETE.
USE LIGHTWEIGHT CONCRETE FOR TOPPING OVER EXISTING SLAB. MAX CONCRETE DENSITY 110 PCF.
ALL REINFORCING STEEL SHALL CONFORM TO ASTM A -615 GRADE 60 AND SHALL BE NEW, FABRICATED AND DETAILED IN ACCORDANCE WITH ACI315.
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -185 AND SHALL BE SUPPORTED ON PIECES OF BRICK AT A MAXIMUM SPACING OF 36 INCHES C/C EACH
WAY. LAP FABRIC A MINIMUM OF 6 INCHES AT THE SIDES.
SPLICES IN REBARS SHALL BE A MINIMUM OF 36 BAR DIAMETERS U.O.N. ALL HOOKS IN REBARS SHALL BE STANDARD ACI318 HOOKS.
CONCRETE COVER OVER REINFORCEMENT SHALL BE AS FOLLOWS=
BOTTOM AND SIDES OF GRADE BEAMS/ FOOTINGS ............................3"
TIES IN COLUMNS AND STIRRUPS IN BEAMS ............ .........................1 -1/2"
BOTTOM REINFORCEMENT FOR GROUND FLOOR SLAB .........................211
OTHER SLAB REINFORCEMENT ................................. .........................1 -1/2"
WET (NOT FLOOD) THE FORMS, REBARS AND BOTTOM OF ALL FOOTING EXCAVATIONS IMMEDIATELY BEFORE PLACING FOOTING CONCRETE. PUDDLES OF
WATER ARE NOT ACCEPTABLE. FOOTING SIDES MUST BE FORMED IF EXCAVATION IS NOT STABLE. CONTRACTOR IS RESPONSIBLE FOR STABILITY OF
EXCAVATION.
DESIGN LOADS SHALL BE AS FOLLOWS:
ROOF DEAD LOAD .......... .............................25 PSF
ROOF LIVE LOAD ......... .............................30 PSF
SECOND FLOOR DEAD LOAD ......................30 PSF
SECOND FLOOR LIVE LOAD ....................50 PSF
STRUCTURAL STEEL SHALL CONFORM WITH ASTM A -36 FOR PLATES AND SHAPES AND TO ASTM A -500 FOR RECTANGULAR TUBING. ROUND PIPES SHALL
CONFORM WITH ASTM A -53. ANCHOR BOLTS SHALL CONFORM TO ASTM A -307. STRUCTURAL BOLTS SHALL CONFORM TO ASTM A -325 AND SHALL BE BEARING
BOLTS UNLESS OTHERWISE NOTED. ALL WELDING SHALL BE IN ACCORDANCE WITH AWS STANDARDS AND SHALL BE PERFORMED BY CERTIFIED WELDERS.
STRUCTURAL STEEL SHALL BE SHOP PRIMED WITH A CORROSION INHIBITING PRIMER AND PAINTED WITH A COMPATIBLE PAINT AS REQUIRED BY THE
ARCHITECT AND /OR OWNER. SURFACE PREPARATION, PRIMING AND PAINTING SHALL CONFORM TO THE REQUIREMENTS OF THE SSPC.
STRUCTURAL STEEL TUBULAR COLUMNS SHALL BE CONCRETE FILLED.
STRUCTURAL STEEL ITEMS EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED AND PAINTED WITH A COMPATIBLE PAINT AS REQUIRED BY THE
ARCHITECT AND /OR OWNER.
EXPANSION BOLTS INDICATED IN THESE DRAWINGS SHALL BE HILTI KWIK BOLT II SYSTEM OR EQUAL CONFORMING TO MATERIAL SPECIFICATIONS FOR
STUD, WEDGE. NUT AND WASHER INDICATED BY HILTI SYSTEM. BOLTS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER SPECIFICATION
TO OBTAIN ALLOWABLE SHEAR AND TENSION CAPACITY INDICATED IN HILTI CATALOG.
WHERE STEEL REINFORCING BARS ARE INDICATED TO BE SET IN EPDXY, SYSTEM SHALL BE HILTI HSE 2411 EPDXY SYSTEM CONFORMING TO ASTM C 881 OR
EQUAL INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS.
STEEL JOISTS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE STEEL JOIST INSTITUTE REQUIREMENTS FOR K SERIES JOIST.
STEEL JOISTS SHALL BE DESIGNED TO SUPPORT THE SUPERIMPOSED LOADS INDICATED IN THE FRAMING PLANS.
STEEL JOIST DESIGNER SHALL DESIGN BRIDGING FOR THE NEXT UPLIFT PRESSURE INDICATED IN THE ROOF FRAMING PLAN IN ACCORDANCE WITH SA REQUIREMENTS.
STEEL ROOF DECK SHALL BE MANUFACTURED FROM STEEL CONFORMING TO ASTM DESIGNATION A611, GRADES C,D, OR E OR FROM A446 GRADES A.B,C.D,E. OF F.
THE STEEL USED SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI. THE DELIVERED THICKNESS SHALL NOT BE LESS THAN 957 OF THE DESIGN THICKNESS.
SUBMIT SHOP DRAWINGS FOR THE FOLLOWING ITEMS:
(MINIMUM 3 READABLE SETS OF PRINTS)
STEEL JOISTS INCLUDING CALCULATIONS SIGNED & SEALED BY A FLORIDA REGISTERED ENGINEER.
Y4 CDX plywood
(see plan)
HSS6X2X0.25
(see plan
weld tube to
cont. angle)
L 6 X 4 X 5fi6 rtop chord joist extension
cont. welded 0 ea. jst. /
W 14 X 43 steel joist
(see plan)
L 2 %2X 2%2X1/40 ea vert. tube welded to tube
and W 14 X 43
L 2 %2X 2%2X1/40 ea vert. tube welded to horiz. angle and to W 14 X 43
Section F
3/4" = 1'- 0"
- - -- J_ 11 II 11 J!— V R11 I—
Section A - Concrete Floor Slab
n.t.s.
Y4" dia bolt in
slotted hole 0 48" c/c
insulating conc.
topping
411.2-8.1
metal deck
L 4 X 3 XI /4cont.
w/ vertical slotted
hole (cut vertical leg
0 steel beams
Detail B
1 1/2"= 1' -0"
steeldeck
(see roof framing plan)
/�— steel joist
/ (see roof framing plan)
extend bottom chord
of joist & weld to angle
after all roof dead loads
are applied
Section D
3/4" = 1'- 0"
exist. conc. slob—
(2)Y2" dia. X 31/2" long expanstion
bolts spaced 0 3" c. /c.
exist. conc.
slab
exist. conc. beam beyond—
R_%" x 611 x 611 Q
4' -0" c. /c.
3—/ h horiz. to vert. plates
716
-%X 6 X 6" welded to horiz. plate
0 4' -0" c/c
X
v
E
V14 x 43
W. 1/2" x 4 x 8 w/ (2 *4" dia.
ASTM A325 thru bolts to bottom
flange of beam
3 x 2' -0" back plate
3 %2x 1'- 11%2" side plates
.,,,,, ...... x 10" in embedment HILTI HAS bolts
Section C - Steel Beam Connection
1 1/2"= 1' -0"
)f4" CDX plywood sheathing
welded a ea. joist
..
bracing 42 ea. bridging
cont. 2Y2topping
►. v. v. vv... vv.. v... vv.... vv.
Y4" CDX plywood
sheathing see plan
1%2" metal deck.
91
Section E - Steel Bridging End Condition
3/4" = 1'- 0"
FBROCKH07US7E7]
BROCKHOUSE ASSOCIATES PA
1570 MADRUGA AVENUE PH 1
CORAL GABLES, FL. 33146
AR 10682 AA 0002456
BRUCE BROCKHOUSE
ARCHITECTURE ■ INTERIOR DESIGN
PROJECT
A Renovation
For The:
THE CENTER FOR
ARTHRITIS AND
RHEUMATIC DISEASES
6150 Sunset Drive
South Miami, FI 33143
305 661 2299
SEAL
,c:
SHEET TITLE
STRUCTURAL
NOTES
& DETAILS
SHEET TITLE REFERENCE
03027- struddet1.dgn
ALL CONCEPTS. DESIGNS. ARRANGEMENTS. DRAWINGS AND
SPECIFICATIONS ARE OWNED BY. AND ARE THE PROPERTY OF
THIS OFFICE AND WERE CREATED, EVOLVED AND DEVELOPED
FOR USE ON, AND IN CONJUNCTION WITH,
PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS'
OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON.
FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER
WITHOUT THE WRITTEN PERMISSION OF:
BROCKHOUSE ASSOCIATES. PA.
REVISION
DESIGNED BY
B.A.
DRAWN BY
B.A.
APPROVED BY
M.W.
DATE 5 -17 -05
SCALE 1/4"= 1 ' -0"
PROTECTNO. 03027
SHEET N0.
S.5
t ' O 5-l- . f ,
't�ar`i1A, ' ..
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S
N. OSCAR GONZALEZ, P.E.
CONSULTING STRUCTURAL ENGINEER
P.E. # 31964 STRUCTURAL
11462 S.W. 75 TERR. MIAMI, FLORIDA 33173
305-696 -4874
SHEET TITLE
STRUCTURAL
NOTES
& DETAILS
SHEET TITLE REFERENCE
03027- struddet1.dgn
ALL CONCEPTS. DESIGNS. ARRANGEMENTS. DRAWINGS AND
SPECIFICATIONS ARE OWNED BY. AND ARE THE PROPERTY OF
THIS OFFICE AND WERE CREATED, EVOLVED AND DEVELOPED
FOR USE ON, AND IN CONJUNCTION WITH,
PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS'
OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON.
FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER
WITHOUT THE WRITTEN PERMISSION OF:
BROCKHOUSE ASSOCIATES. PA.
REVISION
DESIGNED BY
B.A.
DRAWN BY
B.A.
APPROVED BY
M.W.
DATE 5 -17 -05
SCALE 1/4"= 1 ' -0"
PROTECTNO. 03027
SHEET N0.
S.5