14-1037-008EXISTING ROOF VENT (TYP OF 2).
CONTRACTOR TO VERIFY EXTENTS
19' -0 "t (VIF)
1 — EXISTING BUILDING
MI n
1 1/2" F'L 3/4
TYP
HSS5x5 POST
i ♦
.- N I 0-
A+ + I
3/4" DIA HAS ROD W/
HILTI HIT HY150 W/
4" EMB. (TYP)
3 BASE PLATE DETAIL
�—iSCALE: 1 1/2" = V-0-
^� 12 AS REQ'D
0/4 (FS,NS)
3/4" DIA
BOLT (TYP)
W12
---- 'S REQ'D
8x4xO' -6"
W12
3/4" DIA a,
BOLT (TYP)
CONN. DETAIL 5 CONN. DETAIL CONN• DETAIL
4 S 1 SCALE: 1 1/2" = 1' -0" S-1 SCALE: 1 1/2" = 1' -0"
S -1 SCALE: 1 1/2" = 1' -0"
EXTERIOR
PENTHOUSE WALL
C 12x20.7
3/4" DIA HAS ROD W/ HILTI HIT HY150 W/
5.5" EMB. INTO STRUCTURAL MEMBER (SHEAR
WALL OR COLUMN) PROVIDE 2 ANCHORS TOP
& BOTTOM AT LOCATIONS SPECIFIED ON
PLAN. CONTRACTOR SHALL FIELD VERIFY
EXACT LOCATION OF STRUCTURAL MEMBERS
PRIOR TO ANCHOR INSTALLATION.
7 CONN. DETAIL
S -1 SCALE: 1 1/2" = 1' -0"
STRUCTURAL NOTES
1. DETAIL, FABRICATE AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH THE LATEST
AISC MANUAL OF STEEL CONSTRUCTION (ASD), AWS D1.1, AND OTHER CODES,
STANDARDS, AND SPECIFICATIONS EXCEPT AS EXPLICITLY MODIFIED HEREIN.
A) ASTM A992, GRADE 50; WIDE FLANGE SHAPES
B) ASTM A36, GRADE 36; CHANNELS, ANGLES, RODS, PLATES, AND U BOLTS.
C) ASTM A325 BEARING TYPE BOLTS FOR ALL BEAMS AND COLUMN CONNECTIONS.
2. CONNECTIONS: WELD OR BOLT CONNECTIONS, AS INDICATED:
A) CONNECTIONS NOT DETAILED ON THE DRAWINGS SHALL CONFORM TO THE
REQUIREMENTS OF THE CITED AISC SPECIFICATION.
B) STRUCTURAL BOLTS SHALL CONFORM TO THE LATEST ASTM A325 "HIGH STRENGTH
BOLTS FOR STRUCTURAL JOINTS, INCLUDING SUITABLE NUTS AND PLAIN HARDENED
WASHERS ".
C) MINIMUM 3/16" FILLET E70 —XX WELD SHALL APPLY UNLESS NOTED.
D) MINIMUM 1/2" DIA. A325 BOLTS SHALL APPLY UNLESS NOTED.
E) MINIMUM SIZE OF CLIP ANGLES SHALL BE L3X3X1/4" UNLESS NOTED.
F) ALL GUSSET PLATES SHALL BE 3/8" THICK UNLESS NOTED.
G) ALL HOLES FOR BOLTS SHALL BE 1/16 INCH LARGER THAN THE BOLT DIAMETER
WITH AN EDGE DISTANCE OF AT LEAST 1 1/2 TIMES THE BOLT DIAMETER AND A
SPACING OF AT LEAST 3 TIMES THE BOLT DIAMETER. ALL BOLTS SHALL BE
PROVIDED WITH PALNUTS OR LOCK NUTS.
3. SUBMIT SHOP FABRICATION DRAWINGS OF ALL STRUCTURAL AND MISCELLANEOUS STEEL
TO THE ENGINEER FOR APPROVAL, AND INCORPORATE ALL COMMENTS PRIOR TO
FABRICATION.
4. CONTRACTOR SHALL COMPLY WITH THE LATEST AWS CODE FOR PROCEDURES,
APPEARANCE AND QUALITY OF WELDS, AND FOR METHODS USED IN CORRECTING
WELDING. ALL WELDERS AND WELDING PROCESSES SHALL BE QUALIFIED IN ACCORDANCE
WITH AWS "STANDARD QUALIFICATION PROCEDURES ".
5. ROUND AND SQUARE HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO ASTM
A500 "COLD — FORMED WELDED & SEAMLESS CARBON STEEL STRUCTURAL TUBING ",
GRADE B.
6. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH
ASTM A123 "ZINC (HOT —DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS",
UNLESS OTHERWISE NOTED.
7. ALL EXTERIOR BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED
IN ACCORDANCE WITH ASTM A153 "ZINC — COATING (HOT —DIP) ON IRON AND STEEL
HARDWARE ", UNLESS OTHERWISE NOTED.
8. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN
ACCORDANCE WITH ASTM A780.
9. INCORRECTLY FABRICATED, DAMAGED OR OTHERWISE MISFITTING OR NONCONFORMING
MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE ENGINEER PRIOR TO REMEDIAL
OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL REQUIRE ENGINEER APPROVAL.
10. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO
FABRICATION AND ERECTION OF ANY MATERIAL. ANY UNUSUAL CONDITIONS SHALL BE
REPORTED TO THE ATTENTION OF THE ENGINEER.
11. GRATING SHALL BE GW SERIES GALVANIZED SERRATED WELDED STEEL BAR GRATING WITH
1 -1/4 "X3/16" BEARING BARS AT 1 -3/16" O.C. (BY MCNICHOLS OR EQUAL). FASTEN
TO SUPPORTING MEMBERS WITH SADDLE —TYPE CLIPS AT 18" O.C. AND BAND ALL
EXPOSED EDGES.
12. ALL HOLES TO BE ADDED IN THE FIELD SHALL BE PUNCHED OR DRILLED. NO HOLE
BURNING SHALL BE ALLOWED.
13. CABINETS AND GENERATOR SHALL BE FASTENED TO GRATING OR STEEL BEAMS PER
MANUFACTURER'S SPECIFICATIONS.
LROOFING NOTE
ALL ROOF WORK SHALL BE PERFORMED BY ABSOLUTE WATERPROOFING, INC. OF
HOLLYWOOD, FL
RELOCATED A/C UNIT
L3X3X1/4 A/C SUPPORT
ANGLE (FIELD LOCATE)
2
W6
w
DATE:
EQPT. ENG.
1/2-0 A325 BOLT,
4' -0'
6 "X6 "X1/2" TOP
CONST. MGR.
ANGLE TO W6
NETWORK ENG.
PLATE, FILLET
_
MAX
\
WELD TO POST
WORK ORDER NUMBER
(TYP OF 4)
3/17/14
V-6"
HANDRAIL
3 "0 SCH 40 PIPE POST
TACK WELD OR BLIND BOLT
z
z
SPLICE
ANGLE TO EXISTING TUBE
8 "X8 "X1/2" BASE
)
MAX
(AS REQ'D)
PLATE, FILLET
EXISTING A/C
1 1/2- DIA
WELD TO POST _ -_
�_
77 TUBE STEEL
--
SCH40 PIPE
1 1/2" DIA
-
-
STRINGER
v
SCH40 PIPE
1/4
!
I
I 1 1/2" DIA
C 12x20.7
R 1 /4x4
SCH40 PIPE
11" ;
/
GRATING
Ir
TREAD i
L3x3x1/4
(1' -0" LONG)
L3x3x1/4 ! GRATING
NOTE: INTENT OF STAIR DESIGN (6 TREADS) IS TO
(1' -3" LONG)
MATCH EXISTING STAIRS TO BE REMOVED. CONTRACTOR
W
SHALL VERIFY EXISTING RISER AND LANDING HEIGHTS
W
♦
o
TYP
PRIOR TO STEEL FABRICATION TO ENSURE PROPOSED
_.
3/4" DIA
iv
LANDING HEIGHT MATCHES EXISTING.
M
1 /4" I�
CL
iv BOLT (TYP)
i
C 12x20.7
'-
T /GRTG
THICK
; / 1 " NOSING (TYP) `
3/4 "� BOLT
CONC PAVR
, /
`• , 2
yy
FL' 1 /4x3x0' " —6
1 2" THICK
/
1/4x4 TOE GUARD
(WELD ALL AROUND)
RUBBER MAT
�
TOE GUARD SPLICE
GRTG. TREAD (TYP)
,/2x1 ,/2x1/4
SECTION
SECTION
FIXED
HANDRAIL DETAIL
STAIR DETAIL
(,
(12" LONG, TYP)
a
9
,0
„
S -1
SCALE: 1 1/2" = 1' -0"
S -1 SCALE: 1 1/2" = 1' -0"
S —� SCALE: 3/4" =
1' -0"
S —� SCALE: 1" = 1' -0"
T /EXIST ROOF
Z
STRUCTURAL NOTES
1. DETAIL, FABRICATE AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH THE LATEST
AISC MANUAL OF STEEL CONSTRUCTION (ASD), AWS D1.1, AND OTHER CODES,
STANDARDS, AND SPECIFICATIONS EXCEPT AS EXPLICITLY MODIFIED HEREIN.
A) ASTM A992, GRADE 50; WIDE FLANGE SHAPES
B) ASTM A36, GRADE 36; CHANNELS, ANGLES, RODS, PLATES, AND U BOLTS.
C) ASTM A325 BEARING TYPE BOLTS FOR ALL BEAMS AND COLUMN CONNECTIONS.
2. CONNECTIONS: WELD OR BOLT CONNECTIONS, AS INDICATED:
A) CONNECTIONS NOT DETAILED ON THE DRAWINGS SHALL CONFORM TO THE
REQUIREMENTS OF THE CITED AISC SPECIFICATION.
B) STRUCTURAL BOLTS SHALL CONFORM TO THE LATEST ASTM A325 "HIGH STRENGTH
BOLTS FOR STRUCTURAL JOINTS, INCLUDING SUITABLE NUTS AND PLAIN HARDENED
WASHERS ".
C) MINIMUM 3/16" FILLET E70 —XX WELD SHALL APPLY UNLESS NOTED.
D) MINIMUM 1/2" DIA. A325 BOLTS SHALL APPLY UNLESS NOTED.
E) MINIMUM SIZE OF CLIP ANGLES SHALL BE L3X3X1/4" UNLESS NOTED.
F) ALL GUSSET PLATES SHALL BE 3/8" THICK UNLESS NOTED.
G) ALL HOLES FOR BOLTS SHALL BE 1/16 INCH LARGER THAN THE BOLT DIAMETER
WITH AN EDGE DISTANCE OF AT LEAST 1 1/2 TIMES THE BOLT DIAMETER AND A
SPACING OF AT LEAST 3 TIMES THE BOLT DIAMETER. ALL BOLTS SHALL BE
PROVIDED WITH PALNUTS OR LOCK NUTS.
3. SUBMIT SHOP FABRICATION DRAWINGS OF ALL STRUCTURAL AND MISCELLANEOUS STEEL
TO THE ENGINEER FOR APPROVAL, AND INCORPORATE ALL COMMENTS PRIOR TO
FABRICATION.
4. CONTRACTOR SHALL COMPLY WITH THE LATEST AWS CODE FOR PROCEDURES,
APPEARANCE AND QUALITY OF WELDS, AND FOR METHODS USED IN CORRECTING
WELDING. ALL WELDERS AND WELDING PROCESSES SHALL BE QUALIFIED IN ACCORDANCE
WITH AWS "STANDARD QUALIFICATION PROCEDURES ".
5. ROUND AND SQUARE HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO ASTM
A500 "COLD — FORMED WELDED & SEAMLESS CARBON STEEL STRUCTURAL TUBING ",
GRADE B.
6. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH
ASTM A123 "ZINC (HOT —DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS",
UNLESS OTHERWISE NOTED.
7. ALL EXTERIOR BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED
IN ACCORDANCE WITH ASTM A153 "ZINC — COATING (HOT —DIP) ON IRON AND STEEL
HARDWARE ", UNLESS OTHERWISE NOTED.
8. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN
ACCORDANCE WITH ASTM A780.
9. INCORRECTLY FABRICATED, DAMAGED OR OTHERWISE MISFITTING OR NONCONFORMING
MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE ENGINEER PRIOR TO REMEDIAL
OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL REQUIRE ENGINEER APPROVAL.
10. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO
FABRICATION AND ERECTION OF ANY MATERIAL. ANY UNUSUAL CONDITIONS SHALL BE
REPORTED TO THE ATTENTION OF THE ENGINEER.
11. GRATING SHALL BE GW SERIES GALVANIZED SERRATED WELDED STEEL BAR GRATING WITH
1 -1/4 "X3/16" BEARING BARS AT 1 -3/16" O.C. (BY MCNICHOLS OR EQUAL). FASTEN
TO SUPPORTING MEMBERS WITH SADDLE —TYPE CLIPS AT 18" O.C. AND BAND ALL
EXPOSED EDGES.
12. ALL HOLES TO BE ADDED IN THE FIELD SHALL BE PUNCHED OR DRILLED. NO HOLE
BURNING SHALL BE ALLOWED.
13. CABINETS AND GENERATOR SHALL BE FASTENED TO GRATING OR STEEL BEAMS PER
MANUFACTURER'S SPECIFICATIONS.
LROOFING NOTE
ALL ROOF WORK SHALL BE PERFORMED BY ABSOLUTE WATERPROOFING, INC. OF
HOLLYWOOD, FL
RELOCATED A/C UNIT
L3X3X1/4 A/C SUPPORT
ANGLE (FIELD LOCATE)
2
W6
w
DATE:
EQPT. ENG.
1/2-0 A325 BOLT,
OPERATIONS
6 "X6 "X1/2" TOP
CONST. MGR.
ANGLE TO W6
NETWORK ENG.
PLATE, FILLET
REAL ESTATE
1/2"0 A325 BOLTS
\
WELD TO POST
WORK ORDER NUMBER
(TYP OF 4)
3/17/14
REVISED EQUIPMENT
FOR CONSTRUCTION
3 "0 SCH 40 PIPE POST
TACK WELD OR BLIND BOLT
z
z
ANGLE TO EXISTING TUBE
8 "X8 "X1/2" BASE
)
N
x
PLATE, FILLET
EXISTING A/C
w
WELD TO POST _ -_
�_
77 TUBE STEEL
--
Q
-
-
1 --
SEALANT
(TYP)
METAL PITCH �
PAN (TYP) PIT FILL W /ELASTOMERIC
4 HILTI 1 /2" KWIK SEALANT (TYP)
BOLT 3 ANCHORS WITH
3" EMBEDMENT 7A SECTION
S -1 SCALE: 1" = 1' -0"
GRATING
M�1J►
of Sov 0 1.
g1311L01N0` S�CS�ON
SjR�G.TVEtA
Vehl zonomim
777 YAMATO DRIVE, SUITE 600
BOCA RATON, FL 33431
• PLANNING
• ENGINEER/NG
• SURVEYING
• CONSTRUCTION
MANAGEMENT
TECTONIC Engineering & Surveying Consultants P.C.
36 British American Blvd.. Suite 101
Phone: (518) 783 -1630
Fax: (518) 783 -1544
www.tectonicengineering.com
PRELIMINARY /CONSTRUCTION
RF ENG.
DATE:
EQPT. ENG.
DATE:
OPERATIONS
DATE:
CONST. MGR.
DATE:
NETWORK ENG.
DATE:
REAL ESTATE
DATE:
4
12/30/13
WORK ORDER NUMBER
nRAwN RY
6097.68304A I T HH
Nn_ nATF ISSIIF
0
6/10/13
FOR COMMENT
1
7/11/13
PER COMMENTS
2
7/19/13
FOR PERMIT
3
9/3/13
FOR CONSTRUCTION
4
12/30/13
REVISED GENERATOR
FOR CONSTRUCTION
5
3/17/14
REVISED EQUIPMENT
FOR CONSTRUCTION
RELEASED BY DATE
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UNAUTHORIZED ALTERATION OR ADDITIONS TO A PLAN
BEARING THE SEAL OF A LICENSED ENGINEER OR LAND
SURVEYOR IS A VIOLATION OF ACCEPTED ENGINEERING
PRACTICES IN THE STATE OF FLORIDA PURSUANT TO
SECTION 471 FLORIDA STATUTES.
COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF
THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR
ORIGINAL STAMP IN BLUE OR RED INK OF THE
PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL
NOT BE CONSIDERED VALID COPIES.
0 1 2 3
ORIGINAL SIZE IN INCHES
SUNSET STATION
5975 SUNSET DRIVE
CITY OF SOUTH MIAMI'
MIAMI DADE COUNTY
FL 33143
STEEL FRAME &
CONNECTION DETAILS
SHEET NUMBER
S -1