LOCK PIN (TYP.) STEEL BARBED-TAPE CONCERTINA (BARBS OMITTED FOR CLARITY) BOTH TAPE COILS TIED TO TOP BARBED WIRES AT EVERY SPIRAL TURN ON BOTH SIDES OF OUTRIGGER m-IIl--_----.J,/8" PLAIN PIN RIVETED FLUSH (TYP.) BARBED-TAPE MOUNTING DETAIL Samples from www.AutoCADDetails.net
82
Embed
Fences CAD Details - AutoCAD, Construction Details, … · · 2009-12-20concrete base see barbed-tapemounting detail 10" min. dia. line post grade =111=111=111==' bonomrail 6 strands
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
LOCK PIN (TYP.)
STEEL BARBED-TAPE CONCERTINA(BARBS OMITTED FOR CLARITY)
BOTH TAPE COILS TIEDTO TOP BARBED WIRESAT EVERY SPIRAL TURNON BOTH SIDES OF OUTRIGGER
m-IIl--_----.J,/8" PLAIN PINRIVETED FLUSH (TYP.)
BARBED-TAPE MOUNTING DETAIL
Samples from
www.AutoCADDetails.net
"A" CABLES
~-<--CONCRETE
DEADMAN "A"
CABLE ANCHOR LINE POSTPOST
7'-6"
3/4" CABLEBARRIER (TY.) "B" CABLES
ELEVATION
CABLE ANCHOR/ POST PULL POST
I / BRACE
7'-6"
r LINE POST
oC")
CONCRETEDEADMAN "B"
CABLEANCHOR POST
PULL POST
PLAN
~hc-------,cr DEADMAN
't CONCRETEWELDED BRACE DEADMANRAILS
LINE POS",-,T_~~+-W---4-__---P;~~~~~;;Q:;~~~~~~ W----+~r~_L1NEPOST
CABLEANCHOR POST
NOTE: CABLE "A" & "B" DESIGNATION IS FORCLARIFICATION OF ROUTING OF CABLES.
BRACE PANEL W/DEADMEN DETAIL
Samples from
www.AutoCADDetails.net
e
\ SUPPORT ARM W/3~Y STRANDS OF BARBED~ WIRE IF SPECIFIEDTOP RAIL OR TENSION
WIRE, AS SPECIFIED
10' CENTER OF POST TOCENTER OF POST (MAXIMUM)
GATE POST
GATE GATE "G"LEAF POST FABRIC "A" "B" POST l-
IWIDTH (OD) HEIGHT DIAM DEPTH EMBED. (9
3'T05' 12" 38" 36" DIA. OF w3'T06' 2.875" 6'T09' 14" 42" 40" POST AS I
. c . ;. ~ PLACE LOWER END OF BRACE TOWARDS.; THE HINGE, NOT THE LATCH
~I---CONCRETE FOUNDATION, TYP.
• f -~ COMPACTED SUBGRADE, TYP.
~.~
I;rl'l~
1/2"SLOPE~
1/8" TENSION WIRE WITH A 3" "EYE & EYE"
(
" 1~~1~~6lLxL~,B~~~~SMAY SLOPE 2x4 TREATED WOOD STRINGG(R/~ TURNBUCKLE, WIRE ROPE THIMBLES AND CLAMPS.OR BE HORIZONTAL TO7~7/ AND BRACE (TYP.) SECURE EACH END OF WIRE WITH SCREW EYEBOLTS.ACCOUNT FOR GRADE CHANG .SPACE 1 x 6 BOARDS 4 x 4 TREATED WOOD POST (TYP.)
EQUALLY (3/8" MAX.) /, TOENAIL BRACE TO ~ 2 x 6 TREATED WOOD CR( STRINGER / OSS BRACE (TYP.)
1 4" X 4" X 14 GA STEEL TUBE POST WITH14 GA END CAP AT 10"-0" O<C<
2< 2" X 2" 16 GA STEEL TUBE, TOP &BOTTOM RAIL<
3. PICKETS- 1" SO X 16 GA STEEL TUBEAT 6" O<C< CAP WITH 22 GACAP AT TOP, WELD TO TOP &BOTTOM RAL
4< 12" DIA< CONCPETE FOOTING<
(i(
FE~~CE
02C-3009
Samples from
www.AutoCADDetails.net
1. TOP HINGE.2. GATE JAMB POST.3. BOTTOM HINGE.4. CANE BOLT.5. GATE STRIKE.6. 1 2" DEEP CONCRETE FOOTING.
7. 3 GA. STEEL TUBE POST WITH13 GA. END CAP.
8. 1" SQUARE X 16 GA. STEEL TUBEPICKETS @ 6" O.C. - CAP WITH 22 GA.CAP @ TOP. WELD PICKETS TOTOP AXID BOTTOM RAIL.
9. CONCRETE CURB.
EQ
(~,YIIII6 I I I ILU~
12' CLREQ v
7
::~1 jR: 1 2
f-I' ~~f- f- -
f- f-I
f- -
DD
== =
~f- f- f- -
-f- f- f- -
~ \9)I II~ (5)I I
~L:~IL_
II H 3 4 I I
FE~~CE
02C-3010
Samples from
www.AutoCADDetails.net
10'-0"
oI
CD
MAX, SPAN
0 6" 6"</ » « > 2
G)- -r- r- r- - -(J\ :::::, c ::::J
II 1 -I IT-I I- - - ~ - ---=-1 I l-=r I~L-,
30'-0"
III II U I
~~~STALLATI]O~~
02C~30 I1II
1I
-
-
-
-
-
-
-
-
p c
f------
f\--f------
f------
f------
f------
f------
f------
1, 1" SO, TUBE STEELAT 6" O,C,
2, 3" SO TUBE STEEL POST.3, FINISH GRADE.4, COINCRETE MOW STRIP,5, 12" DIA, CONCRETE FOOTING,6, 1-1/2" X 1-1/2" TUBE STEEL
CONTINUOUS TOP AND BOTTOM,7. 1'-4" SO, SINGLE SCOPE CMU
COLUMIN, RAKE ALL MORTAR JOINTS,8, PRE -CAST CONCRETE PYRAMIDAL
COLUMIN CAP,
Samples from
www.AutoCADDetails.net
(3\ (5~6
",~-~(7)24
" ",4 <1 " "" " "q'"4 "
4
"4
"4
~S),,4 4 "4 4 4
" .'/<il4 4
1/414 1 1/2''1 1/2"
1 3" X 2" X 3/16" STEEL TUBE.2< HINGE PIN - 1" DIAMETER X 2" LONG STEEL BAR<3< HINGE- 3/4" X 3" X 4 1/2" STEEL PLATE
WITH 1 1/16" DIAMETER HOLE.4. PICKETS- 1" SQ X 16 GA. STEEL TUBES @
6" o<c.5. 6" X 6" X 1/4" STEEL TUBE- FILL W/ CONC.
USE 4" X 4' X 1/4" STEEL TUBE - FILL W/ CONC<AT GATES 5'-0" AND LESS IN WIDTH<
6. SMOOTH FACE @ JAMB BLOCK.7. spur FACE BLOCK WHEPE APPUCABLE.8. GATE.
JAMB= 1'~O"
@ eMU WALL02C-3012
Samples from
www.AutoCADDetails.net
o
5
"d
4 <1
dq'
"4 d
d"4
4 " 44 <1
d
<il
<1 4
d
3
1 1 1 1/2"
4
2
1 3" X 2" 3/16" STEEL TUBE.2. PICKETS- 1" SO. X 16 GA. STEEL TUBES @
6" O.3. 6" X X 1/4" STEEL TUBE- FILL W/ CONC.* USE 4" X 4" X 1/4" STEEL TUBE - FILL w/ CONC.
AT GATES 5'-0" AND LESS liN WIDTH.4. GATE.5. FEN CE.
JAMB= 1'~O" 02C-3013
Samples from
www.AutoCADDetails.net
6
3 ,/~5) 7
<I
LlLl
<I Ll
<ILl <I
0Ll Ll<J" Ll
<I<I
Ll<I Ll
Ll Ll
1 1/t' 1 1/2"~-T--r
1. 3" X t' X 3/16" STEEL TUB[2. HINGE PIN- 1" DIAMETEP X t' LONG STEEL BAR.3. HINGE- 3/4" X 3" X 4 l/t' STEEL PLATE
WITH 1 1/16" DIAMETER HOL[4. PICKETS- 1" SO. X 16 GA. STEEL TUBES @
6" OC5. 6" X 6" X 1/4" STEEL TUBE- FILL W/ CONC.
USE 4" X 4" X 1/4" STEEL TUBE - FILL W/ CONC.AT GATES 5'-0" AIND LESS IN WIDTH
6. GAT[7. FENC[
HI]~~GE= 1'~O" 02C-3014
Samples from
www.AutoCADDetails.net
5 4 3 7
I
2
/
1 1/2" 1 1/2"
1. 3" X 2" X 3/16" STEEL TUBE2. PICKETS- 1" SO X 16 GA. STEEL TUBES @
6" O.C.3. HINGE 3/4" X 3" X 4 1/2" STEEL PLATE W/ 1 1/16" r/J HOLE4. HINGE PIN- 1" r/J X 2" LONG STEEL BAP5. 1 1/2" RADIUS CORXIER6. 1/4" X 2" X 2 1/2" STEEL PLATE W/ 1 1/16" r/J HOLE
WELD TO STEEL TUBE & HINGE PIN7. FACE OF GATE SUPPOPT
HI]~~GE= 1'~O" 02C-3015
Samples from
www.AutoCADDetails.net
2
5
6
/
L 3" X 2" X 3/16" STEEL TUBE.2. PICKETS- 1" SQ X 16 GA. STEEL TUBES @
6" O.C. PROVIDE A 22 GA. CAP ATTOPS OF TUBES.
3. HINGE 3/4" X 3" X 4-1/2" STEEL PLATE W/ 1 1/16" 0 HOLE.4. HINGE PIIN- 1" 0 X 2" LONG STEEL BAP.5. 1-1/2" RADIUS CORNER.6. 1/4" X 2" X 2-1/2" STEEL PLATE W/ 1-1/16" 0 HOLE
WELD TO STEEL TUBE & HINGE PIN.7. FACE OF GATE SUPPORT.
TOP= 1'~O"
H]I]~~GE
02C-3016
Samples from
www.AutoCADDetails.net
1. 3" X 2" X 3/1 6" STEEL TU BE.2. PICKETS- 1" SO X 16 GA. STEEL TUBES @
6" OC PROVIDE A 22 GA. CAP ATTOPS OF TUBES.
3. HINGE 3/4" X 3" X 4 1/2" STEEL PLATE W/ 1 1/16" 0 HOLE.4. HIINGE PIIN- 1" 0 X 2" LONG STEEL BAR.5. 1 1/2" RADIUS CORNER.6. 1/4" X 2" X 2 1/2" STEEL PLATE W/ 1 1/16" 0 HOLE
WELD TO STEEL TUBE & HINGE PIN.7. 1 1/2" STANDARD STEEL PIPE; CUT TO LENGTH.8. FACE OF COLUMN SUPPORT.9. 1/2" X 2 1/2" X 2 1/2" STEEL PLATE. ~10. CONC. FOOTING 12" X 12" X 12" DEEP. I I I
~ 5/16"
~3I
I
I
I
I
I
I
I
~I
I
I
I
I
I
I
I
I
5
7
BOTTOM= 1'~O"
HIIINGE02[-3017
Samples from
www.AutoCADDetails.net
1 3" X 2" X 3/16" STEEL TUBE.2, PICKETS- 1" SQ X 16 GA, STEEL TUBES @
6" O,C,3, HINGE 3/4" X 3" X 4 1/2" STEEL PLATE W/ 1 1/16" 0 HOLE.4, HINGE PIN- 1" 0 X 2" LONG STEEL BAR,5, 1 1/2" RADIUS CORINER,6, 1/4" X 2" X 2 1/2" STEEL PLATE W/ 1 1/16" 0 HOLE
WELD TO STEEL TUBE & HINGE PIN,r 1 1/2" STAXIDAPD STEEL PIPE; CUT TO LEINGTH8, FACE OF COLUMN SUPPORT,9, 1/2" X 2 1/2" X 2 1 STEEL PLATE. 1 1/2" 1 1/2"10, COINC, FOOTING 1 2" DEEP,
5/16"
~3
02[-3018
'(7)HIIINGEBOTTOM
= 1'~O"
/
Samples from
www.AutoCADDetails.net
:z
of---
oI
-cn
3" X ~" X 3/16" STEE~, TUBE. /~" LONG STEEL ANGLE1 L /" 1/4 x 1 1 L RC'2. 1 1/2" x" 1 1 2 x FOR PADLOCK RADIUS CORNE ~.W/ 9/16 rfJ HOLE1 RADIUS CORNERS.
STRIIKE1/2" ~ l' 0" 02C 3019
Samples from
www.AutoCADDetails.net
1. 2" 0 STD. STEEL PIPE SLEEVE SETIN CONC. ONE IN OPEN & ONE INCLOSED POSITION.
2. PICKETS- 1" SO. X 16 GA. STEELTUBES @ 6" O.G.
3. 3" X 2" X 3/16" STEEL TUBE4. 2" 0 STANDARD STEEL PIPE.5. 1/4" X 1-1/2" 0 STEEL PLATE.6. 1-1/2" x 1-1/2" x 1/4" x 1-1/2"
LONG STEEL ANGLE W/ 9/16" 0 HOLEFOR PADLOCK, PADIUS CORNERS.
7. CANE BOLT IN CLOSED POSITION.S. CANE BOLT IN OPEN POSITION.9. 1" X 1" X 1/4" STEEL STOP, WELD
TO STEEL TUBE.10. 1" X 1" X 1/4" STEEL STOP, WELD
TO CANE BOLT.
CDI~ ?\
~ ~
W~ I~/ \~~
~ ~ I--- kDI f--~
~ ----GJf-- I I I I'n
CD- f ---------f---@
I~
---~J rIT--~
9~'0
~ ~~ @---I~
DL V /II~
~~ ~- ~~
~I---
I I I I'N
~ \/"--,-q- I--- I---
f-- ~
It~~'q-
~ f-.-
--- I I I I
II II I I'en
II II~IL JI I I
~
L~ L~
BOLT
02C-3020
Samples from
www.AutoCADDetails.net
oI
CD
-~
~-----------il-hl
oI
en
:3
2
t 4" X 4" X 13 GA STEEL TUBE POST WITH13 GA EI~D CAP AT 10'-0" O.C. MAX.
2. 2" X 2" 16 GA STEEL TUBE, TOP &BOTTOM RAIL.
3. PICKETS- 1" SQ. X 16 GA STEEL TUBEAT 6" O.C. CAP WITH 22 GACAP AT TOP. WELD PICKETS TOTOP AND BOTTOM RAIL.
4. 12" DIA. CONCRETE FOOTING.
2
-~~ IU
-~
~I
I I~n--"'l.- L __ ~
nI
n
SECTI]O~I
02C-3021
Samples from
www.AutoCADDetails.net
8 r SQ TUBE STEEL PICKETS AT 6" O.C.('.j
\..::'MAXIMUM.
CD 2. FINISH GPADE.3. 12" WIDE X 4" DEEP CONCPETE MOW
STRIP.7 4. 12" DIA. X 3'-0" DEEP FOOTING (10'-0"
MAXIMUM SPACIING.5. 1 RADIUS TOOLED EDGE.
CJ 6. 1-1/2" X 1-1/2" TUBE STEEL TOPI
CD AND BOTTOM7. 3" SQ TUBE STEEL POST AT 10'-0" O.C.
MAXIMUM.8. STEEL POST CAP SLOPE ALL FOUR SIDES.
6
5-.q- 2
I I I I
~~'----------+l-_ ~ ~_J
SECTI]O~I
02C-3022
Samples from
www.AutoCADDetails.net
1 6" HIGH VERTICAL CONC. CURB.2. CONC. FOOTING- 18" 0 OR
16" SO AT BLDG. X 4'-3" DEEP.3. TOP HIINGE.4. BOTTOM HIINGE.
I~
;===UI~
// ~/
/ // /
// /
/
=
~.1 ~
J IIII'
I"
~2 I"4 I
f-+ I
CD
l
CURB02C-3023
Samples from
www.AutoCADDetails.net
" 3" SQ STEEL TUBE POST AT10'-0" O"C MAX, WITH STEELPOST CAP.
2. 1-1/2" X 1-1/2" STEEL TU BE,TOP AI\ID BOTTOM RAIL,
3. PICKETS- 1" SQ X 16 GA STEELTUBE AT 6" O.C.
4. 12" 0 X 3'-3" DEEP CONC.FOOTING.
10'-0"10'-0"<C // "":> " ~.1
"/
l ~ ;::= '--orI'
'"~
v~v~
0=I =
CD
"1
~
~-'T /
~I fillv,
CHIA~IGE
02C-3024
Samples from
www.AutoCADDetails.net
2
2
1. 3" SO. STEEL TUBE POST AT 10'-0" O.C.WITH STEEL POST CAP.
2. 1-1/2" X 1-1/2" STEEL TUBE, TOP ANDBOTTOM RAIL.
3. PICKETS- 1" SO X 16 GA STEEL TUBEAT 6" OC
4. 12" r/J X 3'-3" DEEP CONC. FOOTING5. CONCRETE SLAB WHERE ARRUCABLE
3o
I
CD
I
I I I I 5
: ;~; ://(4)°i~----'----L__ J
@ SLAB
02C-3025
Samples from
www.AutoCADDetails.net
1. TOP HINGE.2. GATE JAMB POST.3. BOTTOM HINGE.4. CANE BOLT.5. GA TE STRIKE.6. '2"XI2"XI2" DEEP CONCRETE FOOTING.I. BXBX16 STANDARD CMU.B. BXBX16 SPLIT-FACE CMU.9. CONCRETE CURB.10. 1" SOUARE X 16 GA. STEEL TUBE
PICKETS @ 4" D.C. - CAP WlIH 22 GA@ TOP. I'i1':LD PICKETS TOTOP AND BOTTOM RAIL.
11. 4"X4"X13 GA. STEEL TUBE POST \11TH13 GA END CAP.
~12' ClR.
.~ 9J3 I I I 1/ '0
I I I Ic
I I I I·N
I I ·0
I I 1 I "'-I
1( 8 ~ I ""I
I I T I '"I I ,---------;-'
I I I I co
'" "- "",-!~ 0'--'8 (3(l- I ~_ l?J ~I III 3 ~III r= - ===== 9