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SECTION 1
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SECTION 2
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(2) - COURSE 12" CMU
GROUTED SOLID
DETAIL AT DOOR JAMBS
NO SCALE
3/4"006" SMOOTH
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CONSTRUCTION
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RELEASED FOR on..CONSTRUCTION OL. BASE DETAIL @ BRACE COL.
Subject to compliance with all regulations
of State and Local Codes
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DATE: \\ 08/19/19
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GENERAL
Reference Architectural, Mechanical, Electrical, and Plumbing drawings for openings, sleeves, curbs, inserts, etc. not herein
indicated. All sleeves or openings required in structural members shall be approved by the Structural Engineer.
The structure has been designed for the final, in-service condition. It shall be the contractor's responsibility through
methods and means of construction to maintain the integrity of the structure during oil stages of construction and
ensure safe working conditions.
J-BOLTS 0 48" O.C. The Contractor shall be responsible for preparation of shop drawings to enable fabrication, erection and construction all
parts of the work in accordance with the drawings and specifications. Shop drawing review by the Structural Engineer
ISOLATION JOINT shall be for design conformance only. The Contractor shall be responsible for all dimensions, accuracy, and fit of work.
FIN. FLR. EL. FOUNDATIONS
PER PLAN Exterior foundations shall bear a minimum of 3'-O" below finish grade and shall bear on undisturbed soil.
NSULATION All foundation excavations and related work shall conform to the requirements of the following Geotechnical Investigation
RCH. DWGS. report:
T/FTG. EL.
44
PER PLAN
of 4
#4 DOWEL
0 48" D.C.
\ .+•STD ACI HOOK
`FTG PER PLAN
SECTION 3
F2.1
1/4' (2) SAWED OR
PREMOLDED JOINT
0 0
SLAB REINFORCING
PER PLAN
CONTROL JOINT
JT. MATERIAL-1 Q
PER PLAN
INTERIOR EXTERIOR
TYPICAL COLUMN ISOLATION JOINTS
NO SCALE
Report number - 16IN0363
Prepared by - Alt & Witzig Engineering, INC
Dated - October 10, 2016
Allowable Soil bearing pressures:
Spread Footings - 2,000 psf
Wall Footings - 1,600 psf
Report (within 24 hours) any unusual soil conditions not described in the Geotechnical Investigation.
Foundation excavations shall be made to plan elevations and inspected by a qualified Geotechnical Engineer. Soil
conditions found to be unacceptable shall be modified by one of the fallowing procedures:
1. Remove all unacceptable soil and replace with compacted material as outlined in the Geotechnical report.
2. Lower foundations to an acceptable level and install concrete pedestals as directed by the Structural Engineer.
Foundation excavations shall be compacted to a level surface (or formed where soil conditions do not allow). The
excavation shall be protected from weather if concrete placement does not occur within 24 hours of excavation of the
footing
CONCRETE
Reinforced concrete has been designed in conformance with the Building Code Requirements for Structural Concrete (ACI
318) and Commentary (ACI 318R).
Concrete mixing, transporting, and placing shall be in accordance with the latest edition of the Specifications for
Structural Concrete for Buildings (ACI 301).
Concrete listed below shall be proportioned with sond fine aggregate and normal weight coarse aggregates (ACI 302.1R)
and Type I Portland cement (ASTM C150). Compressive strength (f'c) at 28 days shall conform to the following:
Spread footings and wall footings 3,000 psi
Sidewalks and exterior slabs 4,000 psi air entrainment)
Slabs on grade 4,000 psi
Slab on grade construction shall be in conformance with the latest edition of the Guide for Concrete Floor and Slab
Construction (ACI 302.11R) and the following minimum requirements:
Minimum cement content (interior uses) 5 sacks/cys
Minimum cement content (exterior uses) 6 sacks/cys
Maximum w/c ratio (interior uses) 0.48
Maximum w/c ratio (exterior uses) 0.45
Maximum slump prior to addition of plasticizers 3 inches
Maximum slump if plasticizers are not used 4 inches
(measured at point of discharge from pipe)
Do not finish surface until concrete has lost surface water sheen or all free water. Do not sprinkle cement on the slab
surface.
Concrete slabs shall be cured immediately after finishing using a sprayed on liquid curing compound or other methods
approved by the Structural Engineer.
Compressive strength tests shall conform to the requirements of ASTM C39. Specimens shall be taken in accordance
with the latest edition of ASTM C31. Each set shall include one cylinder tested at 7 days, 2 cylinders tested at 28 days
and one cylinder retained in reserve. Test results shall be forwarded to the Structural Engineer for review and comment.
Protect the concrete surface from precipitation and on hot, dry, windy days use wet burlap, plastic membranes or
fogging.
Construction joints between pours shall be prepared by roughening the contact surface to an amplitude of approximately
1/4 inch, removing all surface laitance.
The contractor shall submit mix designs for each proposed class of concrete for the Structural Engineer to review.
REINFORCING STEEL
Reinforcing steel shall be deformed bars of new billet steel with a minimum yield strength of 60,000 psi conforming to
ASTM A615.
Detailing,fabricating, and placing of reinforcement shall be in accordance with the latest edition of the following
9. P 9 9
standards: Specifications for Structural Concrete for Buildings (ACT 301). ACI Detailing Manual(SP66).
Reinforcing bars shall not be welded, heated or cut unless shown on the contract documents.
Welded wire fabric shall be smooth wire fabric (ASTM A185), supplied in flat sheets.
Welded wire fabric shall be placed 2" down from the top of the slab for slabs on grade and lapped a minimum of 14
inches on all sides.
Concrete cover shall be as specified in the latest edition of ACI 318, unless notes otherwise on plan. Use standard bar
chairs and spacers to maintain concrete protection specified.
Splicing of reinforcing bars shall conform to latest edition of ACI 318. Use a Class "B" lap at splices unless indicated
elsewhere.
MASONRY
Concrete masonry design conforms to the latest edition of the Building Code Requirements for Concrete Masonry
Structures (ACI 530).
Concrete masonry construction shall be in accordance with the latest edition of the Specification for Concrete Masonry
Construction (ACI 530.1).
Minimum compressive strength I for concrete masonry units shall be 1,500 psi at 28 days.
Mortar mixes (type M below grade, type M or S above grade) shall be proportioned to meet the requirements of ASTM
C270 or C476.
Masonry walls shall be laterally braced in accordance with all applicable codes and design requirements until roof
construction is permanently installed.
MECHANICAL ANCHORS
Expansion and sleeve anchors shall be carbon steel anchors as manufactured by Hilti Fastening Systems or approved
equal.
Anchors shall be installed per manufacturer's recommendations.
Anchors shall not be installed in concrete until it has attained its specified minimum 28 day compressive strength (f'c).
GROUT FOR COLUMN BASEPLATES
Grout for column base plates shall be a nonmetallic, non -shrink grout (complying with the requirements of ASTM C827 or
CRD-C621), premixed, non -corrosive, non -staining product containing Portland Cement, silica sands, and fluidity improving
compounds. Minimum compressive strength (f'c) at 28 days shall be 4,000 psi.
Compressive strength tests shall conform to the requirements of ASTM C109.
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ARCHITECTURE
5719 LAWTON LOOP E. DR. # 212
INDIANAPOLIS, IN 46216
O :: 317.288.0681
F :: 317.288. 0753
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Structural Design, Inc.
7271 UST US Nor 52
New Palestine, Indiana 46163
(ae) X/i la (i Xf-7796
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No
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STATE BE
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THIS DRAWING AND THE IDEAS. DESIGNS
AND CONCEPTS CONTAINED HEREIN ARE
THE EXCLUSIVE INTELLECTUAL PROPERTY
OF CURRAN ARCHITECTURE, AND ARE NOT
TO BE USED OR REPRODUCED, WHOLE OR
IN PART. WITHOUT THE WRITTEN
CONSENT OF CURRAN AFCHITFCT IRE
COPYRIGHT Zan, CURRAN
WESTON POINTE RETAIL
WESTON POINTE DRIVE
NORTH MICHIGAN ROAD
CARMEL, INDIANA
PERMIT SET 05.20.19
REVISED 05.27.19
SDI16-093
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