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LLIWELDED CONSTRUCTION U.N.O., N.T.S.
SEE WALL
BRACK �P!�AIL-
D ETAJL�A _
BAR,
Z(-�j�LT
--/--SCRbLLS OP TIONAL?l
F
6.9
4�E
C
X
3V,"O CORE DRILL, 3Y," DEEP, 4.5"
Ul
FROM CENTER OF COREDRILL TO
4 L9
,Z
CONCRETE EDGE, FILLED WITH
EPDXY (HILTI HY-150 OR EQUIV)
OR HIGH STRENGTH GROUT,
500OPSI MIN.
SCANNED
4 ITY
14' FLAT BAR RINGS OPTIONAL
-lx2x,'" INTERMEDIATE OPTIONAL
48" MAXIMUM O.C.
TYPICAL
0
0
EXISTING CO
SIGNATURE AND RAISED SEAL OR DIGITAL
SEAL VAUD FOR 500FT OF RAILING AT (1) CONCEALED
LOCATION PER SEALED DRAWING (U.N.0)�
ARE TH
I
LU
CC
ALL PIC
TO RESIST
4"SPHERE
E
SEE ETAILI C
di x
3 4 S III
4
�--�EMBrD
RAILING ELEVATION (MULTIPLE OPTIONS SHO N),r--`!
DETAILIA'
WALL CONNECTIONS-
41.75� -
1�x 4",
-1 �2T*
SMS
_SMS
_S
- 'MS
9-1 2) V�"X 13/." "E' M B F D
SUBSTRAT
THREAD PENETRATION
T 0 2X WOOD (2"
P G)
-IS ACING
-j(2)#12X%-
SIMS
TOP/ BOTTOM RAIL
N N NN (STYLE MAY ) VARY)
X 2.1
N W 12X ANGLE
-'4 D
N TO T-P'
RA L
X"
r
EMB:D TA CONS (3� EDGE DIST, 2
SPACING) TO CONCRETE OR (2) 1/4" LAG BOLTS
W/ 1-3/4' THREAD PENETRATION TO 2X WOOD
(2- SPACING)
ALTERNATE RAIL CONNECTION DETAIL
DETAIL'B'
ALUMINUM
CASTING
(�)�
I
N
-5"X5"Xy4" CASIF
(4) 3/,' POWERS
ALUMINUM BASE
WEDGE BOLTS OR
EQUIV WITH 2Y,'
FILL WITH
EMBEDINTO
EPDXY (HILTI
1/4" -
CONCRETE BEYOND
Hrr-HY200 OR 2
FINISH, 3� MIN FROM
EQUIV) 1
ANY CONCRETE FACE
T
DETAIL'C'
BOTTOM RAIL CONNECTION
, L
WELD Cq� TO, BOTTOM RAIL
FASTEN Borrok-�AILYO'005-s'T'
USING (2) #14 SMS SCREWS
IT IS NOT PERMITTED WELD CLIP TO POST
"CIE
RAILING I`!AY - 2 �l
TERMINI
AT POST, 7
SPACE FROM
POST To
STRUCTURE
SEE MOUNT
DETAIL B
FINISHED
FLOORI
T"EsE PLA
ARESUM
REQUIRED
CI 4-
RMAAAY BE NE
L9
COMPLY�A
<
>
0
JOB
DETAIL'D'
EXTRUSIONS
TOP CAP CONNECTION
606lmT§, OR 6005-TS
TOP CAP PLACED
EXTRUSION'TOLERANCES TO BE
INSIDE OUTER
--PER INDUSTRY STANDARDS
SLEEVE
(MAY VARY) +12. MIN-4
0.094"
112
6 2 5 4-�
WELD
PO ST;
2%"XlY2" DIXIE
CAP
(-l')
P.
2,814
TOP CAP SPLICE
0
ON THE SHOP ASSEMBLED SIDE OF THE
0
POST, THE OUTER SLEEVE IS WELDED TO THE
0
POST ALLOWING Y," BETWEEN INTERIOR TOP
CAPS FOR AN EXPANSION JOINT.
1"X2' BOTTOM RAIL 2V8"Xly2" OUTSIDE
TOP CAP TOP CAP
SLEEVE
+-2000
2.000
(:K M254
r
C�j
WELD
POST
WELD
1.x2" CHANNEL
PICKE r
2. 000 -4 I.lx2"x%"TUBE
OPTIONAL
0,7501 t
1X2
0
0
062"
0.750 MIN.
011
4
J)W
WELD
q
PICKE r
2"xZ"xYF P13ST
POSTA77ACHMENT PICKET ATTACHMENT
!4TE
I]]
I- PICKET
SEP 2 4 2018
Permitting
P.F.
0�" - -'-'o "�.
TA5Z Pr
W � FM
ME
�D
NITH
GENERAL NOTES
'EERqEAL
E ISA t.I�M
SIGNATURE ON SHEET I T7
S 0 A D16IT LY
1. THIS SYSTEM HAS BEEN DESIGNED AND
FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF
DIGITAL FORMAT, & PRINTED
THE FLORIDA BUILDING CODE SIXTH ED ON (2017).
COMES OF IUCES DOCUMENT
2. THIS PAIL DNS OF THE
RE NOT CONSIDERED WGNEI
AND SEALi!D. IF THERE IS NO
TFML RQwtd09wm BALCONIES AND STRUCTURAL
WITJM& LOAD, 50PLF TOPCAP LOAD, SOLE
DIGITAL SIGNATURE ON SHEET I
OR THIS SHEET DOES NOT
INFILL (NONHVHZ CRITERIA FBC
COWAIN AN ENGINEERS
GNED FOR WIND LOADING -PER
ORIGINALSIGNATUM&SEAL,
s fmmis El N-HVHZ & THE PROVISIONS OF ASCE
THISSHEETISACOPY/DRAF1'.
19 rq
I" = 135.5 MPH, EXPOSURE -D', AS
"ASO"
SIGN USING METHODOLOGY.
3. INSTALLATION HEIGHT <� 60 FEET GROUND TO TOP OF
z It
'T 'o
RAIL
4. ALL FLOOR FINISHES SHALL BE BY OTHERS AND SHAUL NOT
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Cl rn ai m 0. Ou
EXCEED j- MAXIMUM- OTHERWISE THEY SHALL BE
SEPARATELY CERTIFIED TO
W-1 2 �, �w ui .0
'*
TRANSFER ALL LOADING TO THE
PROJECT SUPER!ITRUCTURE. DIMENSIONS -ARE POST -FLOOR
W M, III X' M.
FINISHES.
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S. ALL FASTENERS TO BE #12 X OR GREAT,.,
SERIES 300 NON-MAGNETIC STAINLESS STEEL,
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<
OR CADMIUM
PLATED OR OTHERWISE CORROSION� RESISTANT MATERIAL
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O=m gE��
AND SHALL - -COMPLY ' WITH'�- THE ALUMINUM
z O.� cl M�
ASSOCIATION,INC.,-& 'APPLICABLE FECERAL,STATE, AND
W r4
0
LOCkLCODES.,.
6. ALL EXTRUDED MEMBERS SHALL.Bg ALUMINUM -ALLOY TYPE'
U.,
6061-T6 OR 6065-TS.
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U) 0
7. ALL CONCRETE SHALL- BE UN�CKED ONLY WITH A
MINIMUM COMPRESSIVE
III
0
STRENGTH OF 4000 PSI U.N.O. AND
SHI MINIMUM I-SX ITHICKER -THAN, ANY,,MEMBER
LU
., I GROUI MEET. 9000 PSI
EMBEDMENT. ALL EPDXY AND
MIN. COMPRESSIVE-MENCTH AND SHALC-BE IROWFR�,
-
NONSHRINKAND NONREACTIVE., ' -- -,4,1 "
8. FOR ALUMINUM -ATTACHMENTS :ALL ANCHORS SHALL BE
SPACED WITH �DIAMETER END DISTANCE AND
Z)
2.5xDIAMETER MIN SPACING TO ADJACENT ANCHORS,
UNLESS NOTED OTHERWISE. FOR STEEL A17ACHMENTS ALL
ANCHORS SHAlL BE SPACED WITH 3xDIAMETER MIN.
F-4
z
SPACING TO ADJACENT ANCHORS AND 3xDIAMETER MIN END
2
U
DISTANCE
9. ALUMINUM WELDING SHALL BE PERFORMED IN ACCORDANCE
f2
0 Z
(9 C)
z
WITH 2017 FBC SECTION 2003.8.1.4 WITH WEI-D FILLER
z
ALLOYS MEERNG ANSI/AWS AS.10 STANDARDS TO ACHIEVE
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ULTIMATE DESIGN STRENGTH IN ACCORDANCE WITH THE
m
ALUMINUM DESIGN MANUAL TABLE A.3.6. ALL ALUMINUM
CONSTRUCTION SHALL BE IN CONFORMANCE
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WITH THE
TOLERANCES, AND METHODS
QUALITY OF CONSTRUCTION
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AS SET FORTH IN FBC SECTION 2003-2. MINIMUM WELD IS
2: .
0
Y" THROAT FULL PERIMErER FILLET WELD UNLESS
OTHERWISE NOTED.
10. THE CONTRACTOR IS RESPONSIBLE TO INSUI-ATE ALL
ui
MEMBERS MOM DISSIMILAR MATERIALS TO PREVENT
ELECTROLYSIS,
11. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED &
INSTALLED BY 01-HERS.
I
12. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL
DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY
CONTRACTOR, INDEMNIFIES
ig �3
. 12
6 iz
- -
et. .1. & SAVES HARMLESS THIS
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tlop�
ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL
. NH
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m
FEES & APPELLATE FEES RESULTING FROM MATERIAL
�.4W�
FABRICATION, SYSTEM ERECTION, CONSTRUCTION
PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL,
STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS
m
PLAIN.
11. THIS DOCUMENT IS GENERIC AND DOES NOT PERTA
H.0
ANY SPECIFIC PROJEC r SITE�ENGINEERING EXPRESS SHALL
NOT BE HELD RESPONSIBLE.OR LIABLE IWANY WAY FOR
ERRONEOUS :OR INACCURATi, DATA7 OR MEASUREMENTS
DIMENSIONS ARE SHOWN.TO ILLUSTRATE'DESIGN FORCES
AND OTHER DESIGN -CRITERIA. THEY MAY VARY SLIGHTLY,
BUT MUST REMAIN -WITHIN THE LIMITATIONS SPECIFIED
0
0
HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR
gig
TO CONSTRUCTION. - ENGINEERING EXPRESS _SHAUL BE
NOTIFIED AND GIVEN AN OPPORTUNITY TO'REEVALUATE
I
OUR WORK UPON DISCOVERY -OF ANY INACCURAit
CC�� ENWN�RING �E�
INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD
MIDS 18-5628
CONDITIONS AND -FABRICATION AND, INSTALLATION -OF
'-ADDITIONS�Td
MATERIALS.",ALTERATIONSJ; OR THIS
DOCUMENT ARE'NOT PERmrrrE6-AND INVAI-16ATE-OUR
4CALE: NTS UNLESS NOTED
CERTIFICATION'
12. EXCEPT AS:EXiRESSLYPR6VH)ED
Upy
HEREIN"iN."A.Mle
CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
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