HomeMy WebLinkAbout10FORMED GROOVE IN PLASTIC NOTES:
CARMEL
a0 _ CONCRETE Y4%%7 x CONT - FILL w/ 1. REINFORCING SHOWN IS IN CITY CENTER
14'ft"-8' SMOOTH BACKER ROD AND JOINT SEALANT
T SLAB, PIER ADDITION TO REINFORCING PEDCOR DESIGN GROUP
Wu1 FTG DOWELS ONE END \ SHOWN ON PLANS AND
(BASED SPECIAL DETAILS INTERIOR OR EXTERIOR CMU WALL Architecture! gPropjoect Menagment:
9\ 2. REINFORCING TO MATCH LOAD-BEARING CMU �CONC PIER OR WALL
PER PLAN 335 Ride int Drive Carmel, fndiana 48032
WALL • •n +( ) ZZZ-�
INDICATED FON CING PLANS GROUT CORE VERT WALL - •" ®� 3 317. 057 9879 0 (fax)
)
MATCH FOOTING REINF IN FULL HEIGHT \ 9' REINF _
SIZE AND NUMBER REQ'D �1OY°pj�x�
FOOTING REINF - a "R WALL sT
.\\lam: Ep1 ERFQ�'
-
w
/WASHER 100 860325 . ?�
DOUBLE NUT - -( CMU WALL DUR-O-WALL ® sr No.
of
NOTES -
1.
a 2'� .� ,.�.. n...,;. t _��
D A
1. SEE SCHEDULE OR SECTIONS FOR REWIRED ��� / / .tNuix
ANCHOR ROD SZE AND SPACING. ANCHM ROD G=OTDRILE FABRIC 9" COMPACTED GRANULAR FILL '_Cx' INTERIOR DOVETAIL SLOT
2. PROVIDE NUTS AND WASTERS FOR ALL \ -(SEE PLAN) ,,: NEON -BEARING / OR EQUIVALENT ....'. a `.
ANCHOR RODS. -COMPACTED SUBGRADE O
1 'LANE MESH ,■ 201 BEN 6"
DUR
i WALL TIE D/A 201 BENT ccom s"
VERT WALL REINF -� EQUIVALENTDOVTAIL NCHOR OR
INTO
1 fil , 2
TAYPICAL ANCHOR ROD DETAILS Boo SLABS ON GRADE CONSTRUCTION JOINT ,4 Qom' LFQOT,NGREINF GROUTED �E0
CONC-006425049 B40 A TYPICAL CORNER B TYPICAL INTERSECTION C TYPICAL JAMB 24" Q.Q. VERT.
8'TO ENING TYPICAL TOP OF FOOTING STEP os TYPICAL MASONRY WALL REINFORCING o6 TYP DOVETAILS IN CONCRETE o, IJ 'T -
OPENING P e� 1�v N CI-J-I-�- k
SCALE: NTS UN--Ots B40 SCALE: NTS MAs-007 B40 SCALE: NTS FUN -057 B40
,-Y" GROOVED CONTROL JOINT, ALL-�
JOINTS SHALL BE FORMED IN
•' PLASTIC CONCRETE �I
MAX
SLAB JOINT JOINT m
THICK. SPACING DEPTH c }4"0 x 1'-8" SMOOTH DOWEL, ONE 1 7
END GREASED � LI i�
PLACE ADDITIONAL VERTICAL BARS 4 _F3-0 1
11
PLACE ADDITIONAL HORIZ BARS BETWEEN STANDARD REINF 5 _T5-0 114— (2) ADDITIONAL #5 BARS-- � - _
WITHIN THE 12" STANDARD SPACING (SPACING = 2") 6 15-0 114 CONCRETE SLAB 14" EXP JT MATERIAL --I I" MIN TOOLED RADIUS
-PROVIDE 214 x F-
18-0 1Ya 9" COMPACTED GRANULAR ( CONCRETE COVER OVER t\
DRAINAGE FILL SUB -BASE "i BARS
ADDITIONAL HORIZONTAL BARS ADDITIONAL VERTICAL BARS 8 -0 COMPACTED SUB -GRADE �\ \ �. V , SLAB 4S6 2 4• /-BEAM 6• f�
9 24-0 2V. -��
NONE 1" TO 7' OPENING NONE 1" TO 7" OPENING 10 25-0 214 SLAB Iz -(SEE P � UNO Y° 2 CL w
12 25'-0 3 GEOTEXTILE FABRIC - 1SLAB _ BEARING PLATE -
-�-
1-(!.5 8' TO 12' OPENING 2-/6 B' TO 12' OPENING '0 (SEE PLAN) BEARING / �\EE SCHEDULE KEY PLAN
2-/5 13' TO 28' OPENING 3-f6 13' TO 20" OPENING 1. CONTRACTOR TO PROVIDE CONTROL JOINT LAYOUT, BASED ON MAXIMUM JOINT SPACING, U.N.O. PLATE '
3-#i 29" TO 36' OPENING 3-16 21' TO 28' OPENING
4-/5 37' TO 72' OPENING 5-#6 29' TO 36 OPENING BEAM
6-/6 37' TO 72 OPENING I ii
SCA E' N S
P AN NORTH
----_ _- 14' EDGE OF PL
TYPICAL SLAB CONTROL JOINT ,5 `� - Developer.
ADDITIONAL REBAR PLAN ®OPENING ,�.
NOTE. AT ARCHED OPENINGS, THE FIRST PAIR OF HORIZ BARS SHALL BE PARALLEL TO ARCH. SCALE: NTSP E D C 0 R
CCNc-oose_zsoa9 B40 i —GROUTED CMU �x
SECTION ,0 u (�� (NO BEARING -CMU L ADDITIONAL REINFORCEMENT IN CONCRETE
-.r SLAB FOR OPENINGS GREATER THAN 1'-0 DEVELOPMENT CO.
SCALE: 3'4' = 1'-0" Di1#05,72505o B40 i AND LESS THAN 4'-0"
ADDITIONAL VERTICAL BARS ADDITIONAL VERTICAL BARS /-METAL CONSTRUCTION
CONC SLABS JOINT
•- -KEY
t
1._O. 6.
1
(TYP) COMPACTED GRANULAR FILL 0 1
TOP OF RAMP
METAL CONSTRUC11ON
JOINT
W11W4 Fgq�
KEY
i
ADDITIONAL HORIZONTAL ADDIT10NAL HORIZONTAL J
BARS BARS
COMPACTED GRANULAR FILL
ADDITIONAL REBAR ELEVATION @ OPENING 20
BOTTOM OF RAMP
SCALE: NTS CONC-013 �5._5G B� TYPICAL CONCRETE RAMP DETAILS ,6
SCALE: - = 1'-0' CONC-01225049 840
ANCHOR & TIES
0 2'-O' O.C. ANCHORS LIKE
(U.N.O.) HECKMAN /315
ROD & (318
TS COLUMN - MASONRY WALLS 5" LONG ANCHOR, SEE SCHED
_ --
ANCHOR & TIES COLUMN -- TYPICAL COLUMN
i B
0 2'-0" O.C. ASE PLATE
ANCHOR RODS - DETAIL 1B/SB402
WITHIN TIES
MASONRY WALLS
STEEL COLUMN-/-- T AVERT
+E PLAN
SEE SCHED
•- �u ,-CONC PIER SECTION A
z A
,
-PIER VERTICAL SEE SCHED
TYP. MASONRY ANCHOR AT STEEL COLUMN_ DETAIL 2, / SCE EDULE WONT HORIZ
TOR UGH
SCALE: NTS MPS -0'.5 B4O PIER REINF
-PLACE TIE IN
PG FOR DOWEL
'- • Y / ALIGNMENT
L-. CONIC PILE
BEAM 1' NUMBER EMBEDDED NUMBER OF PLATE
0T(��
GROUP --__--- -
REACTION OF BOLTS LENGTH STUDS, N' PIER INTEGRATED w/WALL
S 8 KIPS 6' 2 10' <
"-
SEE < 15 KIPS 9• 3 14" 6 ��-- RENF3& PG� PILL
REINF
S 25 KIPS 12• 4 14' 6 TYPICAL PIER ELEVATION
S 35 KIPS 15' 5 18' 8
$ 22' 10 SCALE: NTS FDr;-C14A
45 KIPS 18' 6 B40
S 55 KIPS 21' 7 26' 12
BEAM REACTION
(SEE PLAN) TYP
T CONIC (2) #6 CONT.
+(SEE PLAN) -'N', Y. x 6' LONG
-EMBEDDED PL 9'x14' \ HEADED STUDS (SEE
- 4 SEE TABLE FOR PL \ TABLE)
BEAM LENGTH
(2) #5 x 32' IN 8' HORIZ
DEEP BOND BEAM_ JT REINF
Project:
4D°-- - 4D° VERT REINF FULL HEIGHT TYPICAL FLOOR OPENING REINFORCING oz
1 -- -- IN 5DEEP x 32 IN GROUTED CORE (TYP) �Cr�T1I1��
BOND BEAM r7LEVATION SECTION
SCALE: NTS FCN-018 B40
A. BEAM PARALLEL TO MASONRY WALL W
NOTE:
FILL ALL CORES WITH GROUT FULL
HEIGHT BELOW BEAM BEARING 2" 7
NOTE: T/BONO BM
NOTE:., L
ALL BENT BARS SAME 1 ALL BENT BARS SAME -.{-2" BEAM
SIZE AND SPACING AS - SIZE AND SPACING AS I � CL BEARING AND
HORIZONTAL STEEL HORIZONTAL STEEL _ CL WALL
Y4 REAM
CORNER DETAIL INTERSECTION
BEARING PLATE - SEE -- - -.z--=- -
'al SCHEDULE HOLD BRIG PL
_40 D ._40._D L 40 D _ xr BACK )f' FROM FACE OF
CMU WALL
WALL (2) /5x32 BEARING PLATE -SEE
• I LONG IN 8' CMU SCHEDULE HOLD BRIG PL
DEEP BOND WALL
BEAM BACK 14' FROM FACE OF
SECTION PLAN
W
Um
N �
cn
V a E
.� Co
NOTE: NOTE: B. BEAM PERPENDICULAR TO MASONRY WALL
ALL BENT BARS SAME - ALL BENT BARS SAME W
SIZE AND SPACING AS SIZE AND SPACING AS TYP BEAM BEARING ON MASONRY o7 TYPICAL STEPPED BOND BEAM os
HORIZONTAL STEEL
HORIZONTAL STEEL
SCALE: NTS MAS -oto B40 SCALE: Y; = 1'-0" MAS -001 �
CORNER DETAIL INTERSECTION L.V
TYPICAL REINFORCED WALL DETAILS(D �RUNNIIN BCCMU WALL NDp PATTERN) OPEN BLOCK CMU WALL
( ) (RUNNING BOND PATTERN)',
SCALE: NTS FCN-026 B40
VERT REINFORCING
Q
HORIZ REINFORCING --_
SEE PLAN .SEE PLAN f24" CMU WALL
-morin-rS�rr � x NI 0
8•OU -
NEENAH R -4999-L3 VANE -
"X"
�.V-0" _SLOPE TRENCH FLOOR Y"
-�1
IF2
180' HOOK +(SEE PLAN)
( 15 BARS IN
GROUTED CORES
BOND BEAM
REINFORCING
T BOND BM
I� PER FT TO DRAIN PIPE
SLOPE PER ARCH
, SLOPE PER ARCH T SLAB
N
r
+(SEE PLAN)
4•
w
_I
C,
+(SEE PIAN)
J�
9 9
'_•.
1
ANCHOR ALL VENEER-'
/4 x O 18. OC -�/
�...,`__
WYTHES BRICK OR
OF
W
Um
N �
cn
V a E
.� Co
NOTE: NOTE: B. BEAM PERPENDICULAR TO MASONRY WALL
ALL BENT BARS SAME - ALL BENT BARS SAME W
SIZE AND SPACING AS SIZE AND SPACING AS TYP BEAM BEARING ON MASONRY o7 TYPICAL STEPPED BOND BEAM os
HORIZONTAL STEEL
HORIZONTAL STEEL
SCALE: NTS MAS -oto B40 SCALE: Y; = 1'-0" MAS -001 �
CORNER DETAIL INTERSECTION L.V
TYPICAL REINFORCED WALL DETAILS(D �RUNNIIN BCCMU WALL NDp PATTERN) OPEN BLOCK CMU WALL
( ) (RUNNING BOND PATTERN)',
SCALE: NTS FCN-026 B40
VERT REINFORCING
Q
HORIZ REINFORCING --_
SEE PLAN .SEE PLAN f24" CMU WALL
-morin-rS�rr � x NI 0
8•OU -
NEENAH R -4999-L3 VANE -
"X"
�.V-0" _SLOPE TRENCH FLOOR Y"
GRATE & FRAME
I� PER FT TO DRAIN PIPE
SLOPE PER ARCH
, SLOPE PER ARCH T SLAB
+(SEE PLAN)
w
0 --
--C,
C,
J�
9 9
'_•.
1
ANCHOR ALL VENEER-'
/4 x O 18. OC -�/
�...,`__
WYTHES BRICK OR
OF
(2) /S BARS
CMU TO STEEL COL 'LATH
_..
- (CONT)
MASONRY ANCHORS 0
2'-0" OC (ANCHORS LIKE
HECKMAN 1315 & /316)
SECTION THRU TRENCH DRAIN ,2
SCALE: 314" = 1'-0" ;Or1C-016-25049 B40
{4 x 4'-O" 0 3" OC (TYP)
POUR SLAB, LEAVING OUT
AREA AROUND COLUMN.
INFILL WITH CONCRETE
GROUT CORES WITH
ANCHORS SOLID
fKe��xanv
-2' THICK x 1" VIDE WELD 12"
ON BENT PLATE ANCHORS 5" Ir __� 3'
0 16' OC (MAX) LOCATE
ANCHORS AT TOP OF ALL
BOND BEAMS AND AT I6"
OC BETWEEN BOND BEAMS.
TYPICAL 0 CMU
SEE PLAN 9 SEE PLAN
)ND BEAM
-GROUT CORES WITH
ANCHORS SOLID
24• / I
#4 x"�—®BOC % BID SET B.200
VERT REINFORCING ALTERNATE LEG _:.Y:.:
DIRECTION OF Issue Date Drawn By Checketl By
HORIZ REINFORCING INTERSECTION BARS
12/04AJG I LKM I JAF
A TYPICAL CORNER B TYPICAL INTERSECTION Revisions:
TYPICAL BOND BEAM CORNER BAR DETAIL o4 STEEL 111113.200 05/23/08
SCALE: NTS MAS -005 B40
REINFORCING GROUT
(2) CORES ES
MASONRY OPENING 0
GABLE END WALL
L _ _ LI BOND BEAMAT TOP WALL_ _ 1 _ _ J BOND BEAM AT TOP �LL _ 1 _
Project Number.
25051
PER PLAN ,\ / AFTER SLAB HAS CURED BEARING
-- PLAN COL PER PUN I PLATE
BASEPLATE VERTICAL,I Sheet I
SLOTS SEE TABLE FOR = ' - - - _ - _ _ - 2 THICK x 1" NIDE WELD 12'I) MASONRY Tp NF MASONRY
NUMBER OF BOLTS REQ'D. PULING- \ !, \ - / ON BENT PLATE ANCHORS 513' --- OR MATCH OPENING - SECTIONAND
PL4ie x,IV r/ 34'i A325 -N SEE SCHEDULE
BOLTS IN SHORT HORIZ
_ ANCHOR ALL VENEER 0 16" OC (MAX) LOCATE WALL
11f' - NON SHRINK, .. PC OR CONC COLUMN WYTHES OF BRICK O2 ANCHORS AT TOP OF ALL I REINF
NON METALLIC CR OUT SLAB CONTROL JOINT >� :� OR CAST IN PLACE CMU TO STEEL COL KITH BOND BEAMS AND AT 16' -_ -- ---- - -
1r TYPICAL AT ALL ��� I Sheet Number
COLUMN LINES
OC BETWEEN BOND BEAMS. _ -
1¢" EXPANSION MASONRY ANCHORS 0 _
JOINT MATERIAL 2-0' OC (ANCHORS LAKE _
' HECKMAN 15 & 16 VERTICAL
�. :;' WALL OR FTG /3 /3 ) _ - - - - - - . - I T _ --
F 1 -- 8" DEEP BOND REINF TO .8 O - 8" DEEP BOND -
TYPICAL BEAM CONNECTION EMBEDDED PLATE DETAIL BEAM (OMIT AT r W� BEAM (OMIT AT
ANCHOR RODS• - TYPICAL 0 BOND BEAM - DOOR OPENING) --s
RDNF DOOR OPENING) - S
. • S 114 2
SECTION 22TYPICAL COLUMN BASE DETAIL,8 COLUMN ISOLATION JOINT ,3 MASONRY ANCHOR DETAIL o8 TYPICAL MASONRY WALL OPENING os
SCALE: NTS EIN-0F: B40 SCALE: Y; = t'-0' 002 B40 SCALE: NTS Or:e-o0e_25o4s B40 SCALE: NTS MAS -014 B40 SCALE: NTS MAS -006 140