Plans (18) ir
`'
,) 7... " i' NOTE:
° CONNECTING LOOP 1)MINIMUM CONCRETE COMPRESSIVE STRENGTH AT
4-, '^-'- ",1 28 DAYS IS 5500 PSI
2)6%AIR ENTRAINMENT
FRONT VIEW 3)3 LBS STRUCTURAL FIBER PER CUBIC YARD
4)FACING TEXTURE AS SPECIFIED IN CONTRACT
WEIGHT REDUCTION BLOCKOUTS
ri7,41,
WEIGHT REDUCTION BLOCKOUTS FACING TEXTURE
„ -� -1.25"
5 AK 5" OOP STEEL- "LOOP HEIGHT'
RAS �� RIGHT ANGLE DISTANCE FROM IiT
16" pill '.- ,I 6" 6.75P T 1
CONNECTING LOOP DIA.
6" 1111111 4" CONNECTING LOOP .25"MATERIAL 204-115 1.60"--) 10
BACK VIEW KSI-STAINI FS5 STEEL 75"1.40"
SIDE VIEW 1
FACING TEXTURE NOTE:
3 3/4" (LOOP EMBEDMENT STAYS THE
SAME FOR ALL TEXTURES)
III
6" CONNECTING LOOP ,
TOP VIEW _
6.+5" REV DESCRIPTION DATE
E-22-11
-22---1 •0"6 CONNECTING LOOP
9 c-r-cu '185° BOTTOM VIEW
/ NOTE:
FRONT VIEW TOP VIEW SIDE VIEW (MEASURED FROM BACK OF PANEL TO INSIDE RADIUS OF
CONNECTING LOOP) IEICK+NAIL
RETAINING WAIL SYSTEMS
LOOP— DETAIL
'TMS-4 .� „�4,,,c .,....4.0;
BULL PANEL I CONNEG1CN LOOP DETALB
NOTE: - TYPICAL WARS
am
MATERIAL IS 1/4"DIA.T304 STAINLESS STEEL WIRE m
Rr"RJA -01/06/12
RR"�'RCYDA P1BAR®
'"` WU. FOR
OUR PR°RTMIMt OUR DRAMAS MINER
CUSTOMER DRAWING 11-WROOT-1C PANEL
1.25"
RIGHT ANGLE DISTANCE FROM FACING TEXTURE
COUNTERFORT BEARING AREA ON
CONNECTING BACK OF PANEL TO INSIDE OF LOOP -6,0"
6.75"
1 TOLERENCE-0+.25"
4"
llI ( CONNECTING LOOP DIA.O.25" 11._(1.7,1.4"
MATERIAL-204-115 KSI-STAINLESS STEEL
6" $' .6
BACK VIEW SIDE VIEW
ACING TEXTURE
%'. 16"X16"
J .75"
CONNECTING LOOP CONNECTING LOOP . 3.75"
CONNECTING LOOP �l
FRONT VIEW TOP VIEW BOTTOM VIEW
NOTE:
1)MINIMUM CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS IS 5500PSI
2)6%AIR ENTRAINMENT
3)3 LBS STRUCTURAL FIBER PER CUBIC YARD
4)FACING TEXTURE AS SPECIFIED IN THE CONTRACT
10.5" .0"
REV DESCRIPTION DATE
5. 5" 9.A" "185° •
.0
FRONT VIEW TOP VIEW SIDE VIEW
HALF PANEL LOOP DETAIL LICK+LTM
RETARAIC TWL sTSTEPa
ivor
-- HALF%I°EPNi_
TYPICAL DEMO
oWN
NOTE: ®.w, nt+roeriz
MATERIAL IS 1/4"DIA.T304 115 K5I STAINLESS STEEL WIRE tr1'iC/DA PREPARED
pQ NT8 FOR
OUR PRIEI.TIAR ER OUR DEMMI EROMER
CUSTOMER DRAWING LL.MaOT-1DI1PLF PANEL
•
.75"-0+.25
i-13"--1 1 5"r
V IIP
2
TOP VIEW TOP VIEW
LEFT OUSIDE CORNER RIGHT OUTSIDE CORNER
CONCRETE STIFFENER FOR
90 DEGREE CORNER
STANDARD LOOP HEIGHT '11`1.25"
TOLERENCE-0+.25
1 "E hirniiIt
i "
--millimilimmil 1
CONNECTING LOOP NOTE:
.25 DIA.6.75" � pTOP VIEW 1)MINIMUM CONCRETE COMPRESSIVE STRENGTH
,7"140" 5500psi AT 28 DAYS
2)6%AIRENTRAINMENT
LEFT OUTSIDE CORNER
SIDE VIEW 3)3 LBS STRUCTURAL FIBER PER CUBIC YARD
4)FACING TEXTURE AS SPECIFIED IN CONTRACT
11.25" (1)
• 25" = RS (1)
' 0" RSW - -
r ,
L . ` ;.0" 5'
1-23.375" v XW 1PUON DATE
1----1-7.375"
TOP VIEW FRONT VIEW SIDE VIEW
CORNER REINFORCEMENT DETAILS
NOTE: 1.14+11/AIL
MATERIAL IS 1/4"DM.T304 STAINLESS STEEL WIRE 115 KSI ASTM A 580 . ` a„w„
ALL DIMENSIONS ARE TO OUTSIDE TO OUTSIDE INCLUDING RADIUS p„... werGsr
oweR
WELDING IN ACCORDANCE WITH AASHTO/AWS D1.5M/D1.5 TYPMAL WARS
Puma
"""".A
..'01/08/12
rl,R.,DE
a. PREPARED
I "' N.T.6 FOR
CUSTOMER DRAWN.* U.-WBOOT-IFCORNER
1