HomeMy WebLinkAboutAluminun Structural RailingWELDEDALUMINUM -STRUCTURAL RAILING RAILING,6 EXTRUSION DRAWING VALID ONLY WITH ORIGINAL IjNKBENNARDo,
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6063-T6, 6061-T6, OR 6005-T5 - SIGNATURE AND RAISED SEAL. VALI EXTRUSION TOLERANCES TO BE PER FOR (1) LOCATION PER SEALED DRAWIN iV
OPTIONAL lx2 3/4" MIN PICKET n _ INDUSTRY STANDARDS
OPTIONAL RINGS ` VALID FOR ( 1) J (s) ONLY
SEE DECORATIVE POST TOP CAP
2.814 AUD ON] Y WIT)i RAISED ENGINEER SEAL
ETAIL'A' I--
SCROLLS4'-0" MAX SPACING, TYP.
OPTIONAL Z � N o
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cn } %n 3" DIAMETER 2%8'X11/z" OUTSIDE ¢ ¢ `L (5 '<
`• . <. z, 2%e"X11/z" DIXIE CAP ALUMINUM CAP OPTION SLEEVE x z 4-1 m w o 0
W . t~!1 U~I W �1! � p W. ¢
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Z.000—�}--Z.000—} 2.000
�. BOTTOM RAIL ---"'OPEN OPEN OPEN .
1"x2" BOTTOM RAIL 1"x2" CHANNEL 1/z"x2" CHANNEL
4-
3" MIN ° e e EXISTING CONCRETE '� '' a ' • e e .
° d' EMBED a e a a e• a .: 0 1.000 1---2.000-1
3" MIN SPACED TO REJECT 1�/e" MAX
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A 4 SPHERE, TYP. SPACING TYP. SEE RAILING MAY o U)
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DETAIL'B' TERMINATE AT o 0.125 0 0.125 U o z
00
3i/z" CORE DRILL, 31/z" DEEP, 3" POST, SPACE o o co C
FROM CONCRETE EDGE, FILLED FROM POST TO N nj-10.750 Q
WITH EPDXY HILTI CY-150 OR O " > M
( STRUCTURE TO • IN U) L'n �
N EQUIV) OR HIGH STRENGTH � RESIST A 4" � MIN. Cn } LL v ¢
a. GROUT, 3000PSI MIN. SPHERE o Q ¢ x g
imm
1"x2"xl/a" TUBE 2"_x2"xl/a_" POST 34' PICKET 0 f m LL
Py
DETAIL 'A' t-TAIL4 � � DETAIL 'D' GENERAL NOTES - z M o ' z
1) THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE Q ,r'-(} rn
E WALL CONNECTIONS ALUM. CASTING OPTION TOP CAP CONNECTION REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE. RAILING DESIGNED PER.CHAP 16 z o ¢
m^
W/ CAST WALL BRACKETS BOTTO HVHZ, NON-HVHZ & THE PROVISIONS OF ASCE 7-02, UP TO 140 MPH, EXP "C", 100' MRH. Q o p
2 3/4" -1 1" 4 CHANNEL TOP CAP TOP CAP SPLICE
m Iuj
5"x5"x1/a" CAST (4) 3/" POWERS 2) THIS RAILING IS DESIGNED TO MEET SECTIONS OF THE CODE GOVERNING -'
m ALUMINUM, WEDGE BOLTS ELEVATED BALCONIES AND STRUCTURAL RAILINGS (25PSF ON GROSS AREA, 50PLF... � �
PLATE WITH 2i/2' EMBED. ON POSTS, 200L6 MIN PER FBC 1607.7.1 (NON-HVHZ)/ FBC 1618.4.6 (HVHZ)).
� r� (2)#12x3/4' INTO CONCRETE -
N 0 0 SMS (1)#14x%q" SMS 3" MIN FROM ANY WELD 3) ALL FASTENERS TO BE #12 X %" OR GREATER 2024-T4, 18-8 SERIES 300 NON-MAGNETIC
„ 3 INTO EA SIDE CONCRETE FACE POST STAINLESS STEEL, OR CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATERIAL m
2)Y4 xl/a EMBED OF PLATE a
AND SHALL COMPLY WITH 5.1.1C SPECIFICATIONS FOR ALUM. STRUCTURES -SECTION 1 THE ' m TOP CAP BRACKET TAPCONS (3" MIN ' v
m EDGE DIST) TO ALUMINUM ASSOCIATION,INC., & APPLICABLE FEDERAL,STATE, AND LOCAL CODES. o o
w SUBSTRATE CONCRETE OR (2)
0 4) ALL EXTRUDED MEMBERS SHALL BE ALUMINUM ALLOY TYPE 6063 T6 6061-T6 OR 6005 T5. Y m 4 g
�a"X 1%a° LAG TOP CAP ' n u-
m o
BOLTS TO WOOD . z1111
t t 5) ALL CONCRETE AND EPDXY TO REACH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 3
0 0 D ETAI L C TOP CAP 7 DAYS. WOOD TO BE #2 SYP OR BETTER. c J�
m \ (2)#11x3/4"
G N SMS BOTTOM RAIL CONNECTION WELD 6) ALL WELDING MUST BE DONE BY AN AWS CERTIFIED WELDER IN ACCORDANCE WITH �s c
„ gg m I APPLICABLE GOVERNING CODES. MIN. WELD IS 1/a FULL FILLET WELD. �o
E -4-- WELD ( BOTTOM WELD
P "� RAIL TO CLIP ONLY) POST 7) THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM DISSIMILAR
2 1
g 1x2.BOTTT RAIL WELD METALS TO PREVENT ELECTROLYSIS. S2
LL BOTTOM CHANNEL BRACKET z z § —
8) ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. COPYRIGHTFRANKLBENNARDOP.E
TOP / BOTTOM RAIL 1x2 BOTTOM
(STYLE. MAY VARY) . RAIL WELD 9).ENGINEER SEAL AFFIXED HERETO -VALIDATES -STRUCTURAL DESIGN AS SHOWN ONLY. USE �0'BAA' 10 3
(2)#12x3/a" SMS OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES &SAVES HARMLESS THIS SCALE: 01
ON THE SHOP ASSEMBLED SIDE OF THE ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING PAGE DESCRIPTION:
x 2x2x1/8" ALUMINUM ANGLE FROM MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT
21� FINISHED CUTAWAY WELD CLIP TO POST, THE RAIL CAP IS WELDED TO THE POST WHICH IS CALLED FOR BY LOCAL STATE & FEDERAL CODES & FROM DEVIATIONS OF THIS
n ( )74'x13/4' EMBED TAPCONS (3" MIN BOTTOM RAIL ' '
EDGE DIST) TO CONCRETE OR (2) APPEARANCE VIEW ALLOWING?/e" FOR AN EXPANSION JOINT, PLAN.of
%4"x 1%4" LAG BOLTS TO WOOD FASTEN BOTTOM1
o RAIL TO POST 10) EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR
a USING SCREWS
ALTERNATE RAIL CONNECTION DETAIL AFFIRMATIONS ARE INTENDED.
0
(TOP & BOTTOM TYP RAIL) AS SHOWN