HomeMy WebLinkAbout09040017 Lowe's Garden Center Expansion Approved pg 6REBAR
SIZE
(METRIC)
REBAR
GRADE
MASONRY LAP SPUCE LENGTH
STEEL AT CENTER
O WAL
6 F 8" OR L BLK
STEEL AT FACE
OF WALL
BOND BEAMS)
8" BLK
12" BLK
#4 (13)
40
20"
20"
20"
#4 (13)
60
20"
20"
20"
#5 (16)
60
25"
25"
25"
#6 (19)
60
30"
30"
30"
#7 (22)
60
35"
N/A
35"
(25)
60
40"
N/A
40"
THESE DRAWINGS /CALCULATIONS ARE
CONSTRUCTION OR RECORDING UNLESS
CONSIDERED PREUMINARY -NOT FOR
THE STRUCTURAL ENGINEER OF
SIGNATURE.
RECORD'S SEAL IS AFFIXED AM WRITTEN
PROJECT NUMBER 08 -704
PROJECT MANAGER RAD
PROJECT ENGINEER PML
PROJECT DRAFTER JCF
5/8"
CARUSO TURLEY• SCOTT. INC
consulting structural engineers
1215 West Rio Salado Parkway, Suite 200
Tempe, Arizona 85281 (480) 774 -1700 (774 -1701 FAX)
BOLT
DIAMETER
(d•)
VERT BOLT
EMBEDMENT
LENGTH
HORIZ BOLT
EMBEDMENT
LENGTH
ANCHOR
FILLET WELD
SIZE, "S".
1 /2"
6"
4"
1/4"
5/8"
6"
4"
5/16"
3/4"
7"
5"
5/16"
7/8
8
6
5/16"
1"
9"
7"
3/8"
1 1/8"
10"
8"
1 1/4"
11"
9"
SLAB THICKNESS
fI
1/4" X 4 1/2" X 4 1/2"
ilik
X
A
SCHEDULE
SLAB THICKNESS
DIAMOND PLATE SIZE
DIAMOND PLATE SPACING
5" TO 6"
1/4" X 4 1/2" X 4 1/2"
18" O.C.
I a Z l HO j
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(5)
PLAN
CAh\ THIS DETAIL NOT USED
MASONRY WALL
NOTES:
1. VENEER ANCHORAGE PER G.S.N.
2. VENEER.
3. CONTINUOUS STEEL SHELF ANGLE 4" X 4" X 1/4" PROVIDE 1/2" GAP
BETWEEN SECTIONS OF ANGLE.
4. 2 15 CONTINUOUS IN 8" DEEP GROUTED BOND BEAM.
5. 3/4" DIA. ANCHOR BOLTS AT 24" O.C. MINIMUM 2 PER ANGLE.
NOTE:
SEE ARCHITECTURAL FOR ADDITIONAL INFORMATION.
TYPICAL VENEER SUPPORT AND ANCHORAGE
Itimamnr=r_ 3=115 OM
Z_` `ii
CONTROL JOINT IN MASONRY WALL
(2)
(3)
(5)
O•i i CONSTRUCTION JOINT
(DIAMOND PLATE SLAB DOWELS)
501- 92.02M NO SCALE
N OTES:
1. MASONRY WALL
2. CONTROL JOINT.
3. CONTROL JOINT MATERIAL PER
ARCHITECTURAL DRAWINGS
AND SPECIFICATIONS.
4. VERTICAL REINFORCING TO
MATCH WALL REINFORCING
EACH SIDE OF CONTROL JOINT.
5. CONTINUOUS BOND BEAM
BARS WRAP BARS WITH
MASTIC FOR BOND BREAK.
NOTE
BOND BEAM BARS SHALL NOT
BE LAPPED WITHIN 8' -0" OF
CONTROL JOINT,
507 -01 NO SCALE
NOTES:
NO SCALE
1. CONCRETE SLAB ON GRADE.
2. SAWCUT 1/8" WIDE x 1/4 SLAB
THICKNESS IN DEPTH CUT
SHALL BE MADE SOON ENOUGH
TO PREVENT SHRINKAGE
CRACKING, BUT NOT SO SOON AS
TO CAUSE SPAWNG OF THE
CONCRETE WI -H E SAWING. WORK
MUST BE ACCOMPUSHED WITHIN 4
TO 12 HOURS OF CONCRETE
FINISH.
3. BUTT JOINT WITH 1" SAWCUT.
4. TAPERED PLATE SLAB DOWELS
REQUIRED AT SAWCUT JOINTS.
SEE SAWCUT JOINT TAPERED
PLATE DOWEL SCHEDULE. LOCATE
AT MIDHEIGHT OF SLAB JOINT.
5. DIAMOND PLATE SLAB DOWELS
REQUIRED AT CONSTRUCTION
JOINTS. SEE CONSTRUCTION
JOINT DIAMOND PLATE DOWEL
SCHEDULE. LOCATE AT MIDHEIGHT
OF SLAB JOINT.
6. LINE OF PREFAB DOWEL BASKET.
7. LINE OF PREFAB POCKET FORMER.
NOTE:
BUTT JOINTS NEED ONLY
OCCUR AT EXPOSED EDGES
DURING PLACEMENT UNLESS
SPECIFICALLY NOTED ON THE
PLANS.
CONTROL JOINTS IN CONCRETE SLAB ON GRADE
(H)101 -01.02 NO SCALE
A
ANCHOR ROD
NOTE SEE G.S.N FOR ADDITIONAL INFORMATION TYPICAL
T YPICAL ANCHOR ROD ANCHOR BOLT, ANCHOR AND HEADED STUD
EDULE AND BOLT/PLATE EDGE CLEARANCES 401 02 NO SCALE
09 CONCRETE TURNDOWN AT BUILDING EDGE
nn 102-01M NO SCALE
%L\
CO
CO
FACE OF WALL,
TOP OF WALL,
COLUMN, ETC.
r
f-\ I
n 1
1 1
1
m I
lL =3
ANCHOR BOLT
THIS DETAIL NOT USED
UCE BARS AS OCCU
sc./
3db MIN
STANDARD M
HOOK OR
BOLT HEAD M
TYPICAL 1L_,
NOTES:
PROVIDE ANCHORS, ANCHOR RODS
AND ANCHOR BOLTS PER THIS
SCHEDULE UNLESS NOTED
OTHERWISE ON PLANS, SCHEDULES
OR DETAILS.
2. AUTOMATIC WELDED TO DEVELOP
FULL CAPACITY OF HIGH STRENGTH
HEADED STUDS.
3. THICKNESS OF DRYPACK DOES NOT
APPLY TOWARDS EMBEDMENT.
4. BOLT/PLATE EDGE CLEARANCES
PER THE FOLLOWING TYP U.N.O.:
3/4" DIA OR LESS 1 1/4"
7`8" DIA 1 1/2"
1 DIA 1 3/4"
1 1/8" DIA 2"
1 1/4" DIA 21/4"
OVER 1 1/4" DIA 1.75xDIA
PLATE, ANGLE
CHANNEL, ETC.
NOTES:
PLATE, ANGLE
CHANNEL, ETC.
}LEADED STUD
1. TOOLED EDGE.
2. FINISHED GRADE OR CONCRETE
SLAB WHERE OCCURS.
3. 10 CONTINUOUS TOP AND
BOTTOM.
4. CONCRETE SLAB ON GRADE.
NO SCALE
STEEL AT CENTER OF WALL STEEL AT FACE OF WALL
NOTES:
1. LAPS APPLY TO BOTH VERTICAL AND HORIZONTAL REINFORCING.
2. PROVIDE BENT BARS TO MATCH HORIZONTAL BOND BEAM REINFORCING, AT
CORNERS AND WALL INTERSECTION TO MAINTAIN BOND BEAM CCN11NUITY.
3. DO NOT SPUCE HORIZONTAL BARS WITHIN 8' -0" OF CONTROL JOINTS.
4. FOR LADDER TYPE HORIZONTAL REINFORCING, SEE G.S.N.
WORKING STRESS
MASONRY LAP SPLICES FOR REINFORING STEEL 2006 EC
NOTE
501 -102 NO SCALE
(4)
SCREEN WALL GATE SUPPORT AND F0011NG
C IGHTING FIXTURE TO MASONRY WALL
A
I I
II
II
4' -0"
(6)
(3)
NOTES:
NEW MASONRY WALL AT EXISTING MASONRY WALL
C SPEgAL MASONRY WALL REINFORgNG
1. NEW MASONRY WALL
2. NEW MASONRY STEM WALL
AND CONCRETE FOOTING.
3. EXISTING MASONRY WALL
4. EXISTING MASONRY OR
CONCRETE STEM WALL AND
CONCRETE FOOTING AS OCCURS.
5. EXPANSION JOINT.
6. #4x24" BAR AT 16" O.C. USE
SIMPSON SET XP EPDXY.
812- 01.06M NO SCALE
NOTES:
NOTE:
NEW FOOTING AND EXISTING
FOOTING MAY OCCUR AT
DIFFERENT ELEVATIONS. FOR
DEPTH OF FOOTING, SEE
G.S.N. AND FOR FOOTING
DIMENSION, SEE PLAN.
1. 10 "x4 "x1/4' TUBE STEEL COLUMN
WITH 1/4" WELDED CAP PLATE.
SEE ARCH'L DRAWINGS FOR
ADDITIONAL INFORMATION.
AT fai USE 4 "x4 "x1/4' TUBE
STEEL COLUMN.
2. CONTINUOUS WALL FOOTING
PER PLMS.
3. FINISHED GRADE OR CONCRETE
SLAB AS OCCURS.
4. ADJACENT MASONRY SCREEN
WALL PER PLAN.
5. 14 "x14 "x7 /8" THICK STEEL
BASE PLATE OVER 1 1/2
DRYPACK WITH 4-1" DIA
ANCHOR RODS.
6. CENTERLINE OF COLUMN.
7. 21' -O" MAX. AT OA 8' -0" MAX.
AS NOTED 08 -704 NO SCALE
NOTES:
1. 11 "X19 "x1 /2" STEEL PLATE.
2. (4) 3/4" DIA ALL THREAD
BOLTS WITH NUTS AND
WASHERS EACH PLATE.
3. BRICK VENEER.
4. LIGHT FIXTURE PER ARCH'L
5. 12" MASONRY WALL
6. 2- 5x3' -8" LONG IN 4' -O"
LONG BY 8" DEEP GROUTED
BOND BEAM.
7. 4" MIN GROUT ALL AROUND
BOLTS.
(4)
(5)
08 -704 NO SCALE
NOTES:
1. MASONRY WALL
2. MASONRY WALL OR OPENING
AS OCCURS.
3. (2) j6 BARS EACH CELL.
08-
08 -704 NO SCALE
r
J PLAN VIEW (6)
NOTE INSTALL 'PNA' DIAMOND PLATE DOWELS OR APPROVED MANUFACTURED
EQUIVALENT PER MANUFACTURERS RECOMMENDATIONS. LOCATE AT MID
HEIGHT OF SLAB JOINT. ATTACH TO EDGE FORM WITH PREFABRICATED
AUGNMENT PIECE
CONSTRUCTION JOINT DIAMOND PLATE DOWEL SCHEDULE
MASONRY WALL FOOTING
(1)
(1)
(3)
(1)
NOTE:
1. CONSTRUCTION JOINT.
2. DIAMOND SHAPED LOAD PLATE.
3. CONCRETE SLAB.
4. EXPANSION SLEEVE.
5. SPACING PER SCHEDULE, LOCATE
6" FROM CORNERS OR TRANSVERSE
JOINTS.
6. TRANSVERSE JOINT AS OCCURS.
101- 01.17M NO SCALE
NOTES:
1. VENEER WITH TIES PER G.S.N.
2. FINISHED GRADE OR CONCRETE
SLAB WHERE OCCURS.
3. REINFORCED CONCRETE FOOTING.
4. EXPANSION MATERIAL PER ARCH'L
DRAWINGS.
5. 12" MASONRY WALL WITH #6 BARS
VERTICAL AT 16" O.C. EACH FACE.
AT 10" WALL USE #6 BARS VERT
AT 8" O.C. EACH FACE.
6. DOWELS TO MATCH AND LAP
VERTICAL WALL REINFORCING PER
G.S.N.
7. CONCRETE SLAB ON GRADE.
8. 2 #5 CONTINUOUS IN 8" DEEP
GROUTED BOND BEAM.
NOTES:
NOTE
VENEER BELOW GRADE MAY
BE MASONRY BLOCK AT
CONTRACTOR'S OPTION.
08 -704 NO SCALE
1. EXISTING MASONRY WALL
TO BE REMOVED.
2. CONCRETE SLAB ON GRADE.
3. EXISTING STEM WALL AND
CONCRETE FOOTING.
4. EXISTING CONCRETE SLAB.
5. CUT EXISTING STEM WALL TO
8" BELOW FINISHED FLOOR
ELEVATION.
6. #4x30" DOWEL AT 24" O.C.
WITH SIMPSON 'SET' EPDXY
TO EXISTING SLAB.
I 1
CONCRETE SLAB AT WALL OPENING AT EXISTING MASONRY WALL
801- 21.02M NO SCALE
HOME CENTERS, INC.
P.O. BOX 1111 N. WILKESBORO, NC 28656
F-
W
a
REVISIONS
PRE -BID SET A POST BID SET
ISSUE DATE ISSUE DATE
DATE DESCRIPTION
2/16/09A OWNER COMMENTS
5/22/09A CITY COMMENTS
THIS DRAWING IS THE PROPERTY OF LOWE'S HOME
CENTERS, INC. ANY USE OR REPRODUCTION IN
WHOLE OR PART IS PROHIBITED WITHOUT THE
EXPRESSED WRITTEN CONSENT OF LOWE'S HOME
CENTERS, INC. COPYRIGHT 2008 ALL RIGHTS RESERVED
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ORIGINAL
ISSUE DATE: 01/09/09
PERMIT SET
ISSUE DATE:
CONSTRUCTION SET
ISSUE DATE:
CHECKED BY: