09-588-005X15TING MASONRY WALL
NEW STEEL DUMPSTER
GATE. SEE ELEVATION DETAIL
U
d-
XISTING MASONRY WALL
DUMP5TER STEEL GATE PLAN VIEW
SCALE J "= 1' -0"
FILL MASONRY CELL
W/ 3000 P51 GROUT
(1) KWIK BOLT II BY HILTI
3/8 "0X2" MIN. EMB.
_ I 0 "X3 "X 112"x2" LONG
GALV. STEEL PLATE
D ETAI L "A11
SCALE: 1 /2 "= I' -0"
FILL MASONRY CELL
/ W/ 3000 PSI GROUT
36
(TYP)
(1) KWIK BOLT II BY HILTI
3/8 "0X2" MIN. EMB.
1 0"X3 "X 112"x2" LONG
GALV. STEEL PLATE
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DETAIL 11811 —SIDE VIEW
SCALE: 112 "= I' -0"
3/1 G"
2 "X 1/2" GALV.
STEEL STRINGER
(I) KWiK BOLT
3/8 "0X2" P
I 0 "X3 "X 1 /2 "x.^-" LONG
GALV. STEEL PLATE
2'X 112" GALV.
STEEL STRINGER
7/8 "0 GALV. STEEL
WELDED BAR
3000 P51 N
CONC. BA
(TYP)
2 "X2 "X 1/8" STEEL. RECT.
TUBE PICKET @ 12" O.0
OVER BACKING.
14
5EE TYPICAL
DOOR DETAIL.
I P05T EMB. DETAIL
_ 5 SCALE: 1/2' = 1'4)"
DETAIL 11811
SCALE: 1/2 "= P -0"
D STEEL
DED BAR
4 "x4 "xg' STEEL SQ.
P05T
SELF CLOSING
PIVOT HINGE
WELDED TO POST
STEEL 5Q. TUBE
FRAMING 2"x2 "x /8"
FIELD DRILL HOLE
FILL HOLE WITH NON - SHRINK/
NON- METEQALIC GROUT
AFTER 5E17ING P05T (1YP)
ye"
0.0625 STEEL PLATE
BACKING
4 "x4 "xg" STEEL 5Q.
P05T
'A . . . U - D U M PSTE R GATE D ETAI L C 14'
(SCALE: 3/4 "= 1' -0 ")
d ° ° _ e G ° a-
SEE DETAIL 1/5-5
5TEEL CONSTRUCTION GENERAL NOTES:
AUTOMATIC LOCK
N.T.5. (BY MANUFACTURE)
O
BALL BEARING HINGE CHROME STEEL
BALL BEARING5 AND 5TAINLE55 5TEEL
HINGE PINS FEMALE HINGE HALF
15 SHOP WELDED TO GATE FRAME MALE
HINGE HALF 15 FIELD BOLTED TO P05T
HINGE DETAIL "A"
N.T.5. (BY MANUFACTURE)
DESIGN LOADS FOR RAILING:
GENERAL NOTES:
C
1. ALL CONSTRUCTION AND STEEL FABRICATION AND ERECTION, SHALL BE DONE IN
THE STRUCTURAL FRAMING WAS DESIGNED USING THE FOLLOWING SUPERIMPOSED
COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL ORDINANCES.
LOADS.
(IN DADE COUNTY WITH THE FLORIDA BUILDING CODE 2007 E.D, (LATEST EDITION)
1 618.4.6 RAILING
AND A5CE 07 -05 WIND LOAD).
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1 618.4.6. I RAILINGS,STAIK- RAILINGS AND OTHER SIMILAR SAFEGUARDS SHALL BE
.
DESIGNED TO RESIST A LOAD OF 50 POUNDS PER LINEAL FOOT (74 KG/M) OR A
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER
CONCENTRATED LOAD OF 200 POUNDS (690 N) APPLIED IN ANY DIRECTION AT THE
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TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CON -
THE STRUCTURE 15 DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER
DITION PRODUCES THE MAXIMUM STRESSES. THE REACTIONS AND STRE55ES CAUSED
THE BUILDING 15 COMPLETE. IT 15 THE CONTRACTOR'5 RESPONSIBILITY TO
BY THE ABOVE REFERENCED UNIFORM AND CONCENTRATED LOADS SHALL BE CONSIDE-
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RED NOT BE ACTING SIMULTANEOUSLY.
Of THE BUILDING AND ITS COMPONENTS DURING ERECTION.
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FOR A UNIFORM HORIZONTAL LOAD OF NOT LE55 THAN 25 POUNDS PER SQUARE
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FOOT (1 197 PA) OVER THE GROSS AREA OF THE GUARD, INCLUDING THE AREA OF ANY
WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF
OPENINING5 IN THE GUARD,OF WHICH THEY ARE A PART WITHOUT RESTRICTION
STRUCTURAL STEEL FOR BUILDINGS, THE AMERICAN INSTITUTE OF STEEL
BY DEFLECTION. REACTIONS RESULTING FROM THIS LOADING NEED NOT TO BE ADDED
CONSTRUCTION, AI5C -A5D, 9TH EDITION, 1995.
TO THE LOADING SPECIFIED IN 1 617.4.6. I IN DESIGNING THE MAIN SUPPORTING
ALL STEEL PLATES, ANGLES � CHANNELS TO BE A5TM A3G Fy =36 K51 OR APPRUBED
MENMBER5 OF GUARDS.
EQUAL.
ALL PIPES TO BE NOMINAL DIAMETER, A5TM A501 Fy =36 K51 OR APPRUBED
11- 4.26.3 STRUCTURAL STRENGTH. THE STRUCTURAL STRENGTH OF GRAB BARS,
a-
fA
TUB AND SHOWER 5EAT5,FA5TENER5,AND MOUNTING DEVICES SHALL MEET
THE FOLLOWING SPECIFICATION:
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I I - 4.26.3(1) BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MA-
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XIMUM BENDING MOMENT FROM THE APPLICATION OF 250 LBF (I I 12N) SHALL
LOW - HYDROGEN ELECTRODES.
BE LE5 THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR
ALL STEEL SHALL RECEIVE SHOP AND FIELD TOUCH -UP COATS OF PAINT IN ACCORDANCE
OR SEAT.
WITH 55PC SPECIFICATIONS.
ANCHOR BOLTS SHALL CONFORM TO EITHER A5TM A 307 OR A5TM A 36.
11- 4.26.3(2) SHEAR 5TRE55 INDUCED IN A GRAB BAR OR SEAT BY THE APPLI-
FRAMING BOLTS SHALL CONFORM TO A5TM 325, WITH HARDENED WA5HER5 AND
CATION Of 250 LBF (I I 12N) SHALL BE LE55 THAN THE ALLOWABLE SHEAR
HEX NUTS.
STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. IF THE CONNECTION
BETWEEN THE GRAB BAR OR SEAT AND ITS MOUNTING BRACKET OR OTHER
:22CC3
SUPPORT IS CONSIDERED TO BE FULLY RE5TRAINED,THEN DIRECT AND TOR-
SIONAL SHEAR 5TRE55E5 SHALL BE TOTALED FOR THE COMBINED SHEAR
5TRE55,WHICH SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS.
CITY OF SOUTH MIAMI
I I - 4.26.3(3) SHEAR FORCED INDUCED IN A FASTENER OR MOUNTING DEVICEBUILDING DEPT.
FROM THE APPLICATION OP 250 LBF (I I 12N) SHALL BE LESS THAN THE
ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE-STRUCTURAL TION
OR THE SUPPORTING 5TRUCTURE,WHiCHEVER 15 THE SMALLER ALLOWABLE LOAD.
11- 4.26.3(4) TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TEN �If�I�„
FORCE OF 250 LBF (I I 12N) PLUS THE MAXIMUM MOMENT FROM THE A L X %W_
C3�®
BETWEEN THE FASTENER AND THE SUPPORTING STRUCTURE.' ,.
11- 4.26.3(5) GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.
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FRAMING 2"x2"
'A . . . U - D U M PSTE R GATE D ETAI L C 14'
(SCALE: 3/4 "= 1' -0 ")
d ° ° _ e G ° a-
SEE DETAIL 1/5-5
5TEEL CONSTRUCTION GENERAL NOTES:
AUTOMATIC LOCK
N.T.5. (BY MANUFACTURE)
O
BALL BEARING HINGE CHROME STEEL
BALL BEARING5 AND 5TAINLE55 5TEEL
HINGE PINS FEMALE HINGE HALF
15 SHOP WELDED TO GATE FRAME MALE
HINGE HALF 15 FIELD BOLTED TO P05T
HINGE DETAIL "A"
N.T.5. (BY MANUFACTURE)
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DESIGN LOADS FOR RAILING:
GENERAL NOTES:
C
1. ALL CONSTRUCTION AND STEEL FABRICATION AND ERECTION, SHALL BE DONE IN
THE STRUCTURAL FRAMING WAS DESIGNED USING THE FOLLOWING SUPERIMPOSED
COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL ORDINANCES.
LOADS.
(IN DADE COUNTY WITH THE FLORIDA BUILDING CODE 2007 E.D, (LATEST EDITION)
1 618.4.6 RAILING
AND A5CE 07 -05 WIND LOAD).
W
2. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT
1 618.4.6. I RAILINGS,STAIK- RAILINGS AND OTHER SIMILAR SAFEGUARDS SHALL BE
SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY
DESIGNED TO RESIST A LOAD OF 50 POUNDS PER LINEAL FOOT (74 KG/M) OR A
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER
CONCENTRATED LOAD OF 200 POUNDS (690 N) APPLIED IN ANY DIRECTION AT THE
PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK.
TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CON -
THE STRUCTURE 15 DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER
DITION PRODUCES THE MAXIMUM STRESSES. THE REACTIONS AND STRE55ES CAUSED
THE BUILDING 15 COMPLETE. IT 15 THE CONTRACTOR'5 RESPONSIBILITY TO
BY THE ABOVE REFERENCED UNIFORM AND CONCENTRATED LOADS SHALL BE CONSIDE-
DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY
RED NOT BE ACTING SIMULTANEOUSLY.
Of THE BUILDING AND ITS COMPONENTS DURING ERECTION.
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I G 1 8.4.6.2 INTERMEDIATE RAILS, BALU5TER5 AND PANEL FILLERS SHALL BE DESIGNED
STRUCTURAL STEEL:
FOR A UNIFORM HORIZONTAL LOAD OF NOT LE55 THAN 25 POUNDS PER SQUARE
THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY
FOOT (1 197 PA) OVER THE GROSS AREA OF THE GUARD, INCLUDING THE AREA OF ANY
WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF
OPENINING5 IN THE GUARD,OF WHICH THEY ARE A PART WITHOUT RESTRICTION
STRUCTURAL STEEL FOR BUILDINGS, THE AMERICAN INSTITUTE OF STEEL
BY DEFLECTION. REACTIONS RESULTING FROM THIS LOADING NEED NOT TO BE ADDED
CONSTRUCTION, AI5C -A5D, 9TH EDITION, 1995.
TO THE LOADING SPECIFIED IN 1 617.4.6. I IN DESIGNING THE MAIN SUPPORTING
ALL STEEL PLATES, ANGLES � CHANNELS TO BE A5TM A3G Fy =36 K51 OR APPRUBED
MENMBER5 OF GUARDS.
EQUAL.
ALL PIPES TO BE NOMINAL DIAMETER, A5TM A501 Fy =36 K51 OR APPRUBED
11- 4.26.3 STRUCTURAL STRENGTH. THE STRUCTURAL STRENGTH OF GRAB BARS,
a-
fA
TUB AND SHOWER 5EAT5,FA5TENER5,AND MOUNTING DEVICES SHALL MEET
EQUAL.
ALL STRUCTURAL W 5HAPE5 TO BE, A5TM A501 Fy =50 K51 OR APPRUBED
THE FOLLOWING SPECIFICATION:
EQUAL.
WELDING SHALL BE DONE BY AW5 CERTIFIED WELDERS U51NG THE M05T RECENT AWS
I I - 4.26.3(1) BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MA-
APPROVED TECHNIQUES. SHIELDED METAL ARC WELDING (SMAW) SHALL USE EGOXX
XIMUM BENDING MOMENT FROM THE APPLICATION OF 250 LBF (I I 12N) SHALL
LOW - HYDROGEN ELECTRODES.
BE LE5 THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR
ALL STEEL SHALL RECEIVE SHOP AND FIELD TOUCH -UP COATS OF PAINT IN ACCORDANCE
OR SEAT.
WITH 55PC SPECIFICATIONS.
ANCHOR BOLTS SHALL CONFORM TO EITHER A5TM A 307 OR A5TM A 36.
11- 4.26.3(2) SHEAR 5TRE55 INDUCED IN A GRAB BAR OR SEAT BY THE APPLI-
FRAMING BOLTS SHALL CONFORM TO A5TM 325, WITH HARDENED WA5HER5 AND
CATION Of 250 LBF (I I 12N) SHALL BE LE55 THAN THE ALLOWABLE SHEAR
HEX NUTS.
STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. IF THE CONNECTION
BETWEEN THE GRAB BAR OR SEAT AND ITS MOUNTING BRACKET OR OTHER
SUPPORT IS CONSIDERED TO BE FULLY RE5TRAINED,THEN DIRECT AND TOR-
SIONAL SHEAR 5TRE55E5 SHALL BE TOTALED FOR THE COMBINED SHEAR
5TRE55,WHICH SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS.
CITY OF SOUTH MIAMI
I I - 4.26.3(3) SHEAR FORCED INDUCED IN A FASTENER OR MOUNTING DEVICEBUILDING DEPT.
FROM THE APPLICATION OP 250 LBF (I I 12N) SHALL BE LESS THAN THE
ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE-STRUCTURAL TION
OR THE SUPPORTING 5TRUCTURE,WHiCHEVER 15 THE SMALLER ALLOWABLE LOAD.
11- 4.26.3(4) TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TEN �If�I�„
FORCE OF 250 LBF (I I 12N) PLUS THE MAXIMUM MOMENT FROM THE A L X %W_
OF 250 LBF (I I 1 2N) SHALL BE LE55 THAN THE ALLOWABLE WITHDRAWAL LOAD
BETWEEN THE FASTENER AND THE SUPPORTING STRUCTURE.' ,.
11- 4.26.3(5) GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.
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