SECTION 03150
CHUBBYSMACK™ CAST IN PLACE ANCHORS
SECTION 03150
CHUBBYSMACK™ CAST IN PLACE ANCHORS
PART 1 - GENERAL
1.1
SECTION INCLUDES
A.
Cast in place anchors using ChubbySmack™ products for threaded rods
or bolts.
1.2
RELATED WORK
1.3
A.
Section 03300 – Cast-In-Place Concrete.
B.
Section 04200 - Unit Masonry:
installed in
C.
Section 05120 – Structural Steel Framing: Steel members that
anchors are to be installed in.
D.
Section 05310 - Steel Decking: Deck that anchor bolt stands are to
be installed in.
E.
Section 05400 – Cold-Formed Metal Framing: Light gate metal
framing to be fastened using anchors specified in this section.
F.
Section 05500 - Metal Fabrications: Miscellaneous steel members
that anchors are to be installed in.
G.
Section 06100 – Rough Carpentry – Wood supported by fastenings
or providing support or anchorage.
Masonry that anchors are to be
REFERENCES
A.
AISC - American Institute of Steel Construction
B.
AISI 12L14 – Carbon Steel Bar
C.
ASTM A36 – Carbon Structural Steel
D.
ASTM A193-B7 – Alloy Steel and Stainless Steel Bolting Materials
for High Temperature Service
E.
ASTM A194 - Carbon and Alloy Steel Nuts for Bolts for HighPressure or High-Temperature Service, or Both
F.
ASTM A307 – Carbon Steel Bolts and Studs, 60 000 PSI Tensile
Strength
G.
ASTM A311 - Cold-Drawn, Stress-Relieved Carbon Steel Bars
Subject to Mechanical Property Requirements
03150 - 1
SECTION 03150
CHUBBYSMACK™ CAST IN PLACE ANCHORS
1.4
1.5
1.6
H.
ASTM A449 – Standard Specification for Hex Cap Screws, Bolts
and Studs, Steel, Heat Treated, 120/105/90 ksi Minimum Tensile
Strength, General Use.
I.
ASTM A563 - Standard Specification for Carbon and Alloy Steel
Nuts
J.
2005 NDS – National Design Specification 2005
SUBMITTALS
A.
Product and Design Data: Provide submittal data on all materials
within 30 days after award of contract. Do not fabricate or install
until shop drawings have been approved by the Structural
Engineer. Include descriptive bulletins, report approvals, data
sheets, catalog cuts, diagrams, complete installation drawings, and
other additional information as required.
B.
Shop Drawings: Provide minimum 20 days prior to starting
fabrication or installation work. Do not fabricate or install until
approved by the Structural Engineer. Include complete component
sizes and installation information as required.
C.
Acceptance: The acceptance of a manufacturer's name or product
by the Structural Engineer does not relieve the Contractor of the
responsibility for providing materials and equipment which comply
in all details with the requirements of the contract documents.
DEFINITIONS AND ABBREVIATIONS
A.
The word "provide", as used in these specifications, means "furnish
and install".
B.
The word "Contractor", as used in these specifications, means the
Seismic Holdown System Installation Subcontractor or Wood
Framing Subcontractor.
C.
The word "approved", as used in these specifications, means
approval of the Structural Engineer of Record.
DELIVERY, STORAGE, AND HANDLING
A.
Deliver products to job site in manufacturers or distributor’s
packaging, undamaged, complete with installation instructions.
B.
Protect and handle materials in accordance with manufacturer’s
recommendations to prevent damage or deterioration.
03150 - 2
SECTION 03150
CHUBBYSMACK™ CAST IN PLACE ANCHORS
PART 2 – PRODUCTS
2.1
MANUFACTUERS
A.
2.2
EARTHBOUND CORPORATION, MONROE, WA. 360-863-0722;
Fax: 360-863-0722; Email: techsupport@holdown.com; Web:
www.chubbysmack.com
MATERIALS
A.
B.
Cast in Place Concrete Anchors - General: Select type and size to
achieve required loading capacity using information provided by
manufacturer.
1.
If required type is not indicated, select type appropriate to
conditions and item being fastened.
2.
If required loading capacity is not indicated on the drawings,
determine required loading capacity in accordance with
accepted engineering principles and as required by
applicable code.
3.
For structural applications, provide engineering design by a
professional engineer licensed in the State in which the
project is located.
4.
Use recommended and appropriate safety factors and load
reduction factors.
5.
For non-structural applications, space anchors as required to
support the material being anchored without sagging or
deformation.
6.
Confirm application requirements for cracked and uncracked
concrete substrates.
Cast in Place Anchor Products: The cast in place anchor product
shall be ChubbySmack™ anchors and associated components
manufactured by Earthbound Corporation, Monroe, Washington
(Phone: 360-863-0722).
Substitutions for ChubbySmack™
products shall be pre-approved in writing by the Structural Engineer
of Record.
1.
Bolt Stand: The Smack-Chair™ or Smack-Flat™ injection
molded plastic bolt stands. The bolt stands shall be prethreaded to accept UNC threaded rods or bolts. The bolt
standsa shall be color coded in accordance to threaded rod
or bolt diameter. The Smack-Chair™ shall be tall enough to
allow 7/8” aggregate flow underneath threaded rod or bolts.
2.
ChubbyNut™ anchor washers or nuts: The ChubbyNuts™
shall be manufactured from AISI 12L14 and be tapped to
accept UNC threaded rod or bolts.
03150 - 3
SECTION 03150
CHUBBYSMACK™ CAST IN PLACE ANCHORS
3.
C.
HeavySet™ anchor washers or nuts: The HeavySet™
anchor shall be manufactured from ASTM A311 and be
tapped to accept UNC threaded rod or bolts.
Threaded Rod and Nuts: Standard Strength Rod shall be ASTM
A36 or A307, UNC thread, 60 ksi ultimate strength (min). High
Strength threaded rod shall be ASTM A449 or ASTM A193 B7,
UNC thread. Threaded rods shall conform to AISC Table 1-B and
designed in accordance to AISC 360 13 th Edition. Supplier shall
provide traceable material heat numbers for high strength threaded
rod.
PART 3 - EXECUTION
3.1.
3.2.
3.3
EXAMINATION
A.
Do not begin installation until substrates have been properly
prepared.
B.
Concrete and Framing Contractors shall coordinate and verify
proper anchor and sill bolt location sizes and layout with seismic
system shop drawings and structural plans prior to concrete pour.
C.
Verify the provided ChubbySmack™ anchor components are at the
locations shown in the shop drawings or structural plans.
INSTALLATION
A.
Install the ChubbySmack™ anchor components per approved shop
drawing and manufacturer’s instructions.
B.
Modifications to products or changes in installation procedures
should only be made by a qualified designer. The performance of
such modified products or an altered installation procedure is the
sole responsibility of the designer.
C.
Apply anchor items neatly, with anchor mounted plumb and level
unless otherwise indicated.
FIELD QUALITY CONTROL
A.
Determine that the proper part is being used in the correct location
per the shop drawings and has been fabricated by the approved
manufacturer by observation of the packaging, color code or field
labeling of the product denoting part and manufacturer name.
B.
Determine that the proper part is being used in the correct location
per the shop drawings and has been fabricated by the approved
manufacturer by observation of the packaging, color code or field
labeling of the product denoting part and manufacturer name.
END OF SECTION
03150 - 4