HomeMy WebLinkAbout09040024 Lowe's Outdoor Expansion Large Plan Pg 12REBAR
SIZE METRIC
(METRIC)
REBAR
GRADE
MASONRY LAP SPLICE LENGTH
STEEL AT CENTER
OF WALL
BLK
STEEL AT FACE
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"
#8 (25)
60
40"
N/A
40"
THESE DRAWINGS /CALCULATIONS ARE
CONSTRUCTION OR RECORDING UNLESS
CONSIDERED PRELIMINARY -NOT FOR
THE STRUCTURAL ENGINEER OF
SIGNATURE.
RECORD'S SEAL IS AFFIXED YEEL WRITTEN
PROJECT NUMBER 08 -704
PROJECT MANAGER RAD
PROJECT ENGINEER PML
PROJECT DRAFTER JCF
CARUSO TURLEY. SCOTT. INC
consulting structural engineers
1215 West Rio Salado Parkway, Suite 200
Tempe, Arizona 85281 (480) 774 -1700 (774 -1701 FAX)
SCHEDULE
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SCHEDULE
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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.
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(4)
PLAN
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 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
(4) (5) (1)
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CONTROL JOINT IN MASONRY WALL
FOUNDATION 23' -0" (MAX) LIGHT POLE
SAW CUT JOINT
(TAPERED PLATE SLAB DOWELS)
(3)
(5)
(3
CONSTRUCTION JOINT
(DIAMOND PLATE SLAB DOWELS)
(1)
(2)
(3)
NOTES:
i 1.
s
501- 92.02M NO SCALE
CONTROL JOINTS IN CONCRETE SLAB ON GRADE
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' -O" OF
CONTROL JOINT.
507-01 NO SCALE
LIGHT POLE PER LIGHT POLE MFR.
2. DOUBLE NUTS.
3. 11/2"± DRYPACK.
4. 1" CHAMFER.
5. 3 ADDITIONAL TIES IN TOP 5
6. INTERIOR EXPANSION UGHTING:
18" DIA CONCRETE PIER WITH
5#5 VERTICALS AND 13 TIES
AT 12" O.C.
PARKING UGHTING:
24' DIA CONCRETE PIER WITH
6 -#6 VERTICALS AND #3 TIES
AT 12" O.C.
7. FINISHED GRADE OR CONCRETE
SLAB AS OCCURS.
8. STAGGER LAPS 180` AT ALTERNATE
TIES
9. ILO" FOR #3.
10. BASE PLATE AND A.B. PER
LIGHT POLE MFR.
NOTES:
NOTE
ADDITIONAL 1' -O OF
CONCRETE BASE DEPTH AT
LANDSCAPED AREAS.
NO SCALE
NOTE:
BUTT JOINTS NEED ONLY
OCCUR AT EXPOSED EDGES
DURING PLACEMENT UNLESS
SPECIFICALLY NOTED ON THE
PLANS.
(H)101 -01.02 NO SCALE
(5)
(6)
1. CONCRETE SLAB ON GRADE.
2. SAWCUT 1/8" IMDE 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 WHILE 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. UNE OF PREFAB POCKET FORMER.
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,i.'I riiiii��� riiiiiii 1011~
CONCRETE TURNDOWN AT BUILDING EDGE
"co
PLAN SPECIAL MASONRY WALL REINFORCING
501- 51.53M NO SCALE
NOTES:
1. TOOLED EDGE.
2. FINISHED GRADE OR CONCRETE
SLAB WHERE OCCURS.
3, 1/4 CONTINUOUS TOP AND
BOTTOM.
4 CONCRETE SLAB ON GRADE.
102-01M NO SCALE
MASONRY WALL.
1 #6 VERTICAL CENTERED IN
EACH CELL AND PER TYPICAL
LAP DETAIL
NOT USED.
8' WALL CONTINUES AS SHOWN
ON PLAN.
12 TIES AT 8 O.C.
BEND ENDS OF TIE AROUND
BAR AS SHOWN AND ALTERNATE
LOCATION OF THE ENDS BY 90
DEGREES, EACH COURSE.
1. 1 #4 CONTINUOUS IN 8" DEEP
GROUTED BOND BEAM.
2. 8" MASONRY WALL WITH #5
VERTS AT 32" O.C. AND
HORIZONTAL REINFORCING PER
G.S.N. AT 16" O.C.
3. FINISHED GRADE OR CONCRETE
SLAB WHERE OCCURS.
4. DOWELS TO MATCH AND LAP
VERTICAL WALL REINFORCING
PER G.S.N. ALTERNATE
BENDS.
5. CONCRETE STEM WALL AND
FOOTING.
6. FOR TOP OF WALL, SEE
ARCHITECTURAL DRAWINGS
4' -0" MAX.
7. 1 #5 CONTINUOUS.
FOR DEPTH, SEE G.S.N.
24" MINIMUM.
4' -0" MAXIMUM FREE- STANDING MASONRY WALL AND FOOTING
198-01M NO SCALE
UCE BARS AS OCCU
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STEEL AT FACE OF WALL
STEEL AT CENTER OF WALL
NEEL
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 CONTINUITY.
3. DO NOT SPLICE HORIZONTAL BARS WITHIN 8' -0" OF CONTROL JOINTS.
4. FOR LADDER TYPE HORIZONTAL REINFORCING, SEE G.S.N.
WRING STRESS
MASONRY LAP SPLICES FOR REINFOR{NG STEEL 2006 IBC
501 102 NO SCALE
(4)
NEW MASONRY WALL AT EXISTING MASONRY WALL
812-01.06M NO SCALE
1
r
SCREEN WALL GATE SUPPORT AND FOOTING
AS NOTED 198- 99.02M NO SCALE
(1) (2) (3) (4)
STEEL TUBE FENCE AT MASONRY WALL
NOTES:
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.
NOTES:
1. 10 "x4 "x3/8' TUBE STEEL COLUMN
WITH 1/4' WELDED CAP PLATE.
SEE ARCH'L DRAWINGS FOR
ADDITIONAL INFORMATION.
2. 18" DIA CONCRETE CAISSON
WITH 5/5 VERTS, #3 TIES AT
12" O.C. AND 4 ADDITIONAL
TIES IN TOP 6'.
3. FINISHED GRADE OR CONCRETE
SLAB AS OCCURS.
4. ADJACENT SCREEN WALL PER
PLAN.
5. 14 "x14'x7/8" THICK STEEL
BASE PLATE OVER 1 1/2'±
DRYPACK WITH 4-1 DIA
ANCHOR BOLTS.
6. CENTERUNE OF COLUMN AND
CAISSON.
7. 9' -0" MIN.
10' -0' MIN AT 05A.
NOTES:
1. MASONRY WALL
2. 4 "x4 "x3/16' TUBE STEEL
FRAME
3. 3/4' H1L11 MK BOLT 11
EXPANSION ANCHORS AT 48"
O.C. MAX. IC80 #5171. USE
11/2 LONG SLOTTED
HOLES IN TUBE STEEL
FRAME,
4. TUBE STEEL VERTICAL BARS
PER ARCH'L DRAWINGS.
5. CONCRETE SILL PER ARCH'L
08-704 NO SCALE
NOTES:
1. MASONRY WALL
2. 1 #6 VERTICAL CENTERED IN
EACH CELL AND PER TYPICAL
LAP DETAIL.
3. NOT USED.
4. 8" WALL CONTINUES AS SHOWN
ON PLAN.
5. #2 TIES AT 8' O.C.
6. BENDS END OF TIE AROUND BAR
AS SHOWN AND ALTERNATE
LOCATIONS OF THE ENDS BY 90
DEGREES, EACH COURSE.
PLAN SPECIAL MASONRY WALL REINFORCING
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.
08 -704 NO SCALE
(4)
(2)
PLAN VIEW L (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
ALIGNMENT PIECE.
CONSTRUCTION JOINT DIAMOND PLATE DOWEL SCHEDULE
101- 01.17M NO SCALE
MASONRY COLUMN FOOTING
(1)
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.
NOTES:
1. MASONRY COLUMN GROUTED
SCUD.
2. DOWELS TO MATCH AND LAP
VERTICAL COLUMN REINFORCJNG
PER G.S.N. WITH "STANDARD
HOOK
3. FINISHED GRADE OR CONCRETE
SLAB WHERE OCCURS.
4. CONCRETE STEM WALL
5. CONCRETE CLOSURE POUR
WHERE SHOWN ON PLAN.
SEE TYPICAL DETAIL
6. CONCRETE SLAB ON GRADE.
7. 9'- O 1 x9' -O "X18" THICK
FOOTING WITH #7 AT 12'O.C.
EACH WAY TOP AND BOTTOM.
11' -0 "x11' 0'x18" THICK
FOOTING AT DETAIL Q29,
140 -01M NO SCALE
NOTES:
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.
CA
CONCRETE SLAB AT WALL OPENING AT EXISTING MASONRY WALL
801- 21.02M NO SCALE
HOME CENTERS, INC.
P.O. BOX 1111 N. WILKESBORO, NC 28658
PRE -BID S P B I S
ISSUE DATE ET 1 ISSUE D A DAT E
DATE DESCRIPTION
2/16/09, 'OWNER COMMENTS
THIS DRAWING IS THE PROPERTY OF LOWS HOME
CENTERS, INC. ANY USE OR REPRODUCTION IN
WHOLE OR PART IS PROHIBITED WITHOUT THE
EXPRESSED 1 TEN CONSENT OF LOWE'S HOME
CENTERS, 1 QPYR1GHT 2008 ALL RIGHTS RESERVED
REVISIONS
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ORIGINAL
ISSUE DATE: 01/09/09
PERMIT SET
ISSUE DATE:
CONSTRUCTION SET
ISSUE DATE:
DRAWING NUMBER:
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