HomeMy WebLinkAboutB1602671_STILLWATER HIGH SCHOOL RENOVATIONS AND ADDITIONS_ FINAL SUMMARY...
A Special Inspection Final Report
Stillwater High School Renovations and Additions
5701 Stillwater Boulevard North
Oak Park Heights, Minnesota
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Stillwater Area Public Schools
Project B1602671
August 7, 2017
Braun Intertec Corporation
Braun Intertec Corporation Phone: 952.995.2000
11001 Hampshire Avenue S Fax: 952.995.2020
Minneapolis, MN 55438 Web: braunintertec.com
August 7, 2017 Project B1602671
Ms. Kristen Hoheisel
Independent School District #834
1875 Greeley Street South
Stillwater, MN 55082
Re: A Special Inspection Procedural and Final Report Submittal
Stillwater High School Renovations and Additions
5701 Stillwater Boulevard North
Oak Park Heights, Minnesota
Dear Ms. Hoheisel:
This report details the procedures used in our evaluation and the conclusions related to the special
inspection requirements detailed in the Special Structural Testing and Inspection Program Summary
Agreement for the Stillwater High School Renovations and Additions project. Also included are the
supporting Special Inspection Daily Reports.
Special Inspection and Testing Procedures
Special inspection services were provided by International Code Council (ICC) certified special inspectors
in accordance with our contract and the project documents which include referenced State Building
Code, including adopted portions of Chapter 17 International Building Code (IBC), the project special
inspection schedule and the project plans and specifications.
The purpose of special inspections is to provide a review of the contractors work designated by the
design professionals or the code official as needing special inspection under the guidelines of the State
Building Code to determine compliance with the approved construction documents. The special
inspector does not have the responsibility or authority to, nor is it the intent of special inspections to
have them, judge or modify construction documents. Only the engineer-of-record or the architect-of-
record can do so.
As the special inspections were completed, a Special Inspection Daily Report was prepared to summarize
the results of the inspections and testing. Daily reports were distributed periodically as they were
prepared.
AA/EOE
Independent School District #834
Project B1602671
August 7, 2017
Page 2
As part of this report, items needing correction or discrepancies observed from the approved
construction documents are noted. This report also summarizes discrepancies documented in a
Discrepancy Log.
Project Documents
The project documents that were provided to us were used as the basis of our inspections. When we
received approved plan modifications, the modifications were also used to evaluate work completed. As
needed, we also contacted the project structural engineer for additional clarification on specific issues
related to drawings or discrepancies observed.
Inspections were performed based on the provided record documents. When provided with shop
drawings, they may be referred to but were not considered record documents for the project.
Special Inspection of Fabricators
The fabrication shop audit was not required for the structural steel fabricator, as the shop is American
Institute of Steel Construction (AISC) approved.
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The fabricator is AISC certified,
Structural Steel Construction
Welding
Precast Concrete
Field connections of the precast concrete were observed in accordance with the requirements of AISC
360, Chapter N, Section 5.4, and the current AWS D1.1/D1.1M and project plans and specifications. The
connections were reviewed as compared to the provided precast concrete shop drawings.
Concrete Reinforcement Bar
Field connections of the precast concrete were observed in accordance with the requirements of current
AWS D1.4/D1.4M and project plans and specifications.
Independent School District #834
Project B1602671
August 7, 2017
Page 3
Visual Field-Made Weld Observations
Visual examination of the field-made welded connections was conducted in accordance with the
requirements of AISC 360, Chapter N, Section 5.4, the current AWS D1.1, and project plans and
specifications.
Ultrasonic Examinations
Ultrasonic examinations of the partial and full penetration welded connections 5/16 inches or greater
were conducted in general accordance with the requirements of AISC 360, Chapter N, Section 5.5, the
current AWS D1.1, and project plans and specifications.
ĻƌķźƓŭ /ƚƓĭƌǒƭźƚƓƭ
Field-made welded connections detailed in the attached Special Inspection Daily Reports were observed
in general accordance with the requirements of the project plans and specifications. Discrepancies were
noted and documented. The connections were found acceptable following the required corrections or
review by the project structural engineer. There are currently no outstanding or unresolved structural
field-made welding-related issues.
Bolting
Column Anchor Bolts
Column anchor bolts were observed to document they were in place and that nuts were installed, fully
engaged, and snug tight. The base plates were observed to document they were in full contact with the
adjoining surface.
Tension-Control Bolted Connection
Tension-control bolted connection observations were conducted in general accordance with the AISC
360, Chapter N, Section 5.6. We observed and documented that bolt holes were filled, correct bolts were
used, nuts were fully engaged, and the splined end of the tension-control bolts had separated from the
body of the bolt. Removal of the splined end is a direct indicator the bolt has been torqued to the
minimum snap-off load. At connections where the splined ends were not or could not be removed, the
torque applied to the bolt by the contractor was determined using a hand-held torque wrench. In
addition, each connection was observed for fit-up and to determine if the various plies were in contact
with one another.
Independent School District #834
Project B1602671
August 7, 2017
Page 4
.ƚƌƷźƓŭ /ƚƓĭƌǒƭźƚƓƭ
Bolted and anchor bolt connections detailed in the attached Special Inspection Daily Reports were
observed in general accordance with the requirements of the plans and specifications. Discrepancies
were noted and documented. The installation was found acceptable following the required corrections.
There are currently no outstanding or unresolved bolting-related issues.
Metal Deck
Metal Deck Weld and Fastener Observations
Metal deck weld observations were conducted in general accordance with the requirements of AISC 360,
Chapter N, Section 6, the current AWS D1.3, and project plans and specifications. Items reviewed
included the quality, size, and spacing of the welds. In addition, the location and completeness of the
side lap fastener installation were observed and evaluated.
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Metal deck welding and side-lap fasteners detailed in the attached Special Inspection Daily Reports were
observed in general accordance with the requirements of the project plans and specifications.
Discrepancies were noted and documented. The installation was found acceptable following the required
corrections. There are currently no outstanding or unresolved decking-related issues.
Cast-in-Place Concrete Construction
Concrete Reinforcement
We reviewed the reinforcement requirements on the project structural drawings and shop drawings, if
available. We reviewed steel grade, size, length, spacing, location, and splice lengths to evaluate if in-
place reinforcement was placed in accordance with the requirements of project plans and specifications.
We also noted if in-place reinforcement was free of excessive rust and soil. In addition to observing
concrete reinforcement, we reviewed other structural anchors cast into the concrete. We noted that
shape and dimensions of the concrete formwork was as noted in the plans and specifications.
Concrete Placement Observations
The special inspector reviewed the mix designation shown on the concrete delivery ticket to document
the specified concrete was being placed for the element being placed and that the mix was placed within
the specified time limits. During placement of concrete, the inspector also noted any displacement of the
reinforcement or other items within the member being placed. If found, the contractor was advised to
reposition the items to their original locations.
Independent School District #834
Project B1602671
August 7, 2017
Page 5
Observations were performed to monitor the procedures used by the contractor to place and consolidate
concrete were consistent with requirements of the plans and specifications and typical industry
standards. Observations of hot and cold weather curing temperatures and techniques were performed
after placement of the concrete when conditions required.
Concrete Testing
The special inspector observed or performed testing
temperature and air content during each placement based on the project documents. In addition,
Concrete cylinders were temporarily stored at the site, then transported to our laboratory for curing and
compressive strength testing. Results of the concrete compressive strength testing were distributed as
they became available to parties who requested them.
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Reinforcement placement detailed in the attached Special Inspection Daily Reports were observed
according to the requirements of project plans and specifications. Discrepancies were noted and
documented. The installation was found acceptable following the required corrections or review by the
project structural engineer. There are currently no outstanding or unresolved reinforcing steel-related
issues.
Concrete was placed and cured in a manner consistent with the project documents and industry
standards. Required testing in the field and in the laboratory has been completed and found acceptable.
Compressive strength testing indicates the concrete placed meets project requirements. There are
currently no outstanding or unresolved cast-in-place concrete construction-related issues.
Structural Masonry Construction
Masonry Construction Observations
As construction began, mortar, construction of mortar joints, and the location of reinforcement and
connectors was observed for installation in accordance with project plans and specifications.
Our observations included evaluating the size and location of structural elements in addition to the type,
size, and location of anchors and other details of anchorage of masonry to structural members, frames,
or other construction for compliance.
Independent School District #834
Project B1602671
August 7, 2017
Page 6
We also evaluated whether the specified size, grade, and type of reinforcement was used and if the hot
and cold weather curing conditions of masonry were in compliance with the guidelines of the IBC.
Prior to grouting, the cleanliness of the grout space, placement of reinforcement and connectors, grout
properties, and construction of mortar joints were observed. Placement and consolidation of the grout
was observed for conformance with the requirement of the specifications.
Masonry Testing
Hollow core masonry prisms were observed while being cast by the contractor and tested in general
accordance with ASTM C 1314. Samples were temporarily stored at the site and transported to our
laboratory for curing and compressive strength testing. Compressive strength results were distributed as
they became available to parties who requested them.
Grout prisms were cast and tested in general accordance with ASTM C 1019. Samples were temporarily
stored at the site and transported to our laboratory for curing and compressive strength testing. Results
of the compressive strength tests were distributed as they became available to parties who requested
them.
Mortar compressive strength testing was requested. After preparing samples, curing and testing the
samples for strength, the results were reported. As noted in ASTM C 1586, compressive strength of
mortar is intended to evaluate consistency and should not be considered for acceptance.
{ƷƩǒĭƷǒƩğƌ ağƭƚƓƩǤ /ƚƓĭƌǒƭźƚƓƭ
Required structural masonry observations and testing detailed in the attached Special Inspection Daily
Reports have been completed in general accordance with the requirements of the project documents.
Discrepancies were noted and documented. Construction was found acceptable following the required
corrections or review by the project structural engineer. There are currently no outstanding or
unresolved structural masonry-related issues.
Post-Installed Connections
Drilled-In Epoxy Connections
Observations were performed during installation of drilled-in epoxy connections to determine if they
were installed according to the requirements of the manufacturer and the project documents. Items
observed included the placement, depth of embedment, cleanliness of the drilled hole, if the correct bolt
was used and application of the epoxy adhesive.
Independent School District #834
Project B1602671
August 7, 2017
Page 7
The type of epoxy used was also documented for compliance with the requirements of the specifications.
As part of these observations, we documented that adjoining plies were in contact with one another and
that nuts were fully engaged and snug tight.
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Post-installed connections detailed in the attached Special Inspection Daily Reports were observed in
general accordance with requirements of the ICC-ES report, plans and specifications,
during installation of the anchors. Discrepancies were noted and documented. The installation was found
acceptable following the required corrections or review by the project structural engineer. There are
currently no outstanding or unresolved post-installed connections-related issues.
Soils
Basis for Soils Observations
A geotechnical evaluation was performed for this project by Braun Intertec under project number
B1505114. This report is dated February 26, 2016. In this evaluation, soil borings were performed to
evaluate the subgrade conditions. The soil borings primarily encountered variable depth of fill soils over
glacial outwash and glacial till soils. Soils encountered consisted of poorly graded sands, silty sand, silt,
clayey sands, and lean clay. The fill soils encountered near the existing building generally had penetration
test results that would indicate that the soils may have been paced in an engineered manor. The
evaluation recommended that to prepare for building pad construction that site preparation include
removal and replacement of any unsuitable materials including existing structures, organic soils and
vegetation as well as any existing fill soils. Due to the condition of the existing fill in the area of the
proposed addition our report recommended that these soils could remain in place if excavation
observations and DCP testing were performed on the soils during the building construction.
As grading occurred we observed footing bottom soils prior to all footing pours. Due to weather
conditions or other factors we recommended removing soft and loose soils on several occasions. During
excavation of the building addition footings some areas encountered layers of what appeared to be
organic soils typical of a buried topsoil. We recommended that these soils be removed from below the
building addition areas.
Independent School District #834
Project B1602671
August 7, 2017
Page 8
Soil Testing Procedures
Soils exposed in the bottom of the excavations were visually evaluated, while those at depth were
evaluated using hand auger borings, dynamic cone penetrometers. These were performed to determine
if the observed and tested soils were consistent with those encountered by the geotechnical evaluation
and suitable for support of the design structural loads.
Hand auger borings were drilled with a 1 1/2-inch-diameter hand auger, and were advanced in 2- to
4-inch increments to depths of 2 to 4 feet below the bottom of the excavation. The auger was then
withdrawn from the borehole to obtain cuttings. Soils encountered in the borings were classified in
general accordanc
resistance to penetration of the hand auger and the turning resistance.
Dynamic cone penetrometer (DCP) tests were completed using a solid metal rod fitted with a 1 3/8-inch-
diameter conical point. The point is driven into the soil with a 12-pound weight falling 20 inches. The
number of blows required to drive the point each 6-inch increment was recorded and then used to
correlate the soils relative density, consistency or compaction with what was determined or estimated
from the geotechnical borings and also used as a basis to estimate the suitability of the soils to support
the design loads.
After review of the subgrade, additional fill was placed to achieve design elevations of bottom of
foundations and slabs. We tested compaction of the fill by the Nuclear Moisture Density Method (ASTM D
6938) which determines in place density, to evaluate soil compaction by comparing to the results obtained
in laboratory Proctor test results. The test results were distributed under separate cover as they became
available. In addition to evaluating relative density and moisture content of the fill, we also observed that
the soil classification of the fill was consistent with the requirements of the project documents.
Soil Testing Results
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The required testing in the field and laboratory have been completed. Observations and testing of the
excavation bottoms indicated that the exposed soils were consistent with those encountered by the
geotechnical evaluation performed for this project. The recommended subgrade preparation oversizing
was provided in the soil corrections performed. Compaction testing done during placement of backfill
and additional required fill indicated the procedures used by the contractor were adequate to compact
the backfill and fill in accordance with the project requirements.
Independent School District #834
Project B1602671
August 7, 2017
Page 9
From our evaluation, it is our opinion that the foundation subgrades are capable of supporting a net
allowable bearing pressure of up to 3,000 pounds per square foot, and meet performance expectations
stated in the geotechnical evaluation. Soils were found acceptable following the required corrections or
review by the project civil geotechnical engineer. There are currently no outstanding or unresolved soils-
related issues.
Sprayed Fire-Resistant Materials
Sprayed Fire-Resistant Material Procedures
Spray-applied fire-resistant material was observed and tested in accordance with requirements of the
project specifications and applicable test methods. Fireproofing thickness requirements for the Cafco
300AC were provided to us by the fireproofing contractor, Custom Drywall. Prior to the application of
fireproofing material, substrate members were observed for surface cleanliness. After fireproofing
material was applied, random locations were selected for thickness, as well as density and bond testing
which were tested according to the requirements of the project specifications and ASTM E 605 and ASTM
E 736.
Sprayed Fire-Resistant Material Testing Results
Fireproofing thicknesses observed at random locations meet the requirements of the submittals
provided to us by the contractor.
We performed 24 bond tests at random locations and testing results ranged from 262 pounds per square
foot (psf) to 354 psf for a project average of 310 psf. Individual results and the overall project average
meet the project requirement of a cohesion/adhesion strength of at least 150 psf.
We performed 17 density tests in accordance with the requirements of the project specifications.
Individual results ranged from 30 pounds per cubic foot (pcf) to 47 pcf with a project average of 33 pcf.
Individual density results and the overall project average density meet the project requirement of 15
pounds per cubic foot.
{ƦƩğǤĻķ CźƩĻΏwĻƭźƭƷğƓƷ ağƷĻƩźğƌƭ /ƚƓĭƌǒƭźƚƓƭ
Surface condition of members to be fireproofed detailed in the attached Special Inspection Daily Reports
were observed and found to meet requirements of the project specifications and contractor supplied
submittal after repairs were made. Individual thickness readings and the overall average for the various
elements meet the minimum thickness requirements.
Independent School District #834
Project B1602671
August 7, 2017
Page 10
Results of the density and bond testing meet the requirements. There are currently no outstanding or
unresolved sprayed fire-resistant materials-related issues.
Conclusion
Based upon the inspections conducted, the testing performed, the attached Special Inspection Daily
Reports and the reports referenced herein, it is our professional judgment that, to the best of our
knowledge, the inspected work was performed and completed in accordance with the approved plans,
specifications, architect and structural engineer provided modifications and applicable workmanship
provisions of the State Building Code and the International Building Code.
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Adhesive Anchors Inspection Checklist
for Concrete & Masonry
Codes
Special inspection shall be in compliance with Section 1701 of the UBC and Section 1704 of the IBC
UBC 1997
as described below (see Structural Drawings for inspection requirements).
IBC 2000
IBC 2003
IBC 2006
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Project Name:
77
Weather: Air Temperature:
QbsumzTvooz( F / C)
IjmujIJUIZ311B
Product Name/Manufacturer:
16571:M3
Lot No.:
ICC-ES Report No.:
4298
5
Adhesive Expiration Date: 12 / / 3128 Specified Dispenser Specified Mixer
Discard Initial Adhesive: (# trigger pulls)
3
Adhesive
( F / C)
Adhesive Temperature:
77
Gel Time: Cure Time:
8njo
56njo
(per manufacturers installation instructions)
5
Type: All-Thread Internally Threaded Torque-Controlled Rebar Other ____________________
5
Material: Standard Stainless Steel High Strength
Steel Grade/Coating:
71
(in/mm)
Length:
26jodift
Rod Diameter:
Adhesive Element
5
Rebar: #3 #4 #5 #6 #7 #8 #9 #10
#11 Other ________________________
5
Base Material Type: NW Concrete LW Concrete Brick CMU Other
5
Base Material Strength: 2000psi 3000psi 4000psi Other
(in/mm)
Base Material Thickness:
35jodift
( F / C)
Base Material Temperature:
81+G
Base Material
Drill Bit Diameter: (in/mm) Hole Depth: (in/mm)
2jodi
7jodift
(core bit diameter, if approved)
5
Drill Bit Type: Carbide-Tip Drill Bit Diamond Core Bit Other _______________________
(ANSI B212.15-1994) (If appropriate and allowed)
5
Hole Condition: Dry Water Saturated Water Filled Under Water
5
5
Hole Cleaning: Compressed Air Hand Pump Wire brush Nylon Brush Other ____________________
5
Yes No
Drilling & Hole Cleaning
55
Anchor Application: (please check all that apply) Tension Shear Overhead Other __________________
5
Anchor Insertion: Twisting motion Annular gap filled with adhesive Air-void free injection
(in/mm) (in/mm)
Anchor Spacing: Edge Distance:
(in/mm) (ft-lb/Nm)
Embedment (h): Installation Torque (if required):
7jodift
ef
Application
(Signature)
Completed by: Date:
8.9.3127
(Print)
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w:\\FORMS\\FORM - Adhesive Anchors Inspection Checklist for Concrete & Masonry
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Adhesive Anchors Inspection Checklist
for Concrete & Masonry
Codes
Special inspection shall be in compliance with Section 1701 of the UBC and Section 1704 of the IBC
UBC 1997
as described below (see Structural Drawings for inspection requirements).
IBC 2000
IBC 2003
IBC 2006
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Project Name:
93
Weather: Air Temperature:
Tvooz( F / C)
Ijmmuj!iju!iz311
Product Name/Manufacturer:
16161:!M3
Lot No.:
ICC-ES Report No.:
4298
55
Adhesive Expiration Date: 3 / / 3128 Specified Dispenser Specified Mixer
Discard Initial Adhesive: (# trigger pulls)
4
Adhesive
( F / C)
Adhesive Temperature:
89
Gel Time: Cure Time:
5!njo/
41!njo
(per manufacturers installation instructions)
5
Type: All-Thread Internally Threaded Torque-Controlled Rebar Other ____________________
5
Material: Standard Stainless Steel High Strength
Steel Grade/Coating:
71
(in/mm)
Length:
71
Rod Diameter:
Adhesive Element
5
Rebar: #3 #4 #5 #6 #7 #8 #9 #10
#11 Other ________________________
5
Base Material Type: NW Concrete LW Concrete Brick CMU Other
5
Base Material Strength: 2000psi 3000psi 4000psi Other
(in/mm)
Base Material Thickness:
23#
( F / C)
Base Material Temperature:
76
Base Material
Drill Bit Diameter: (in/mm) Hole Depth: (in/mm)
405#
:#
(core bit diameter, if approved)
5
Drill Bit Type: Carbide-Tip Drill Bit Diamond Core Bit Other _______________________
(ANSI B212.15-1994) (If appropriate and allowed)
5
Hole Condition: Dry Water Saturated Water Filled Under Water
5
5
Hole Cleaning: Compressed Air Hand Pump Wire brush Nylon Brush Other ____________________
5
Yes No
Drilling & Hole Cleaning
55
Anchor Application: (please check all that apply) Tension Shear Overhead Other __________________
5
5
Anchor Insertion: Twisting motion Annular gap filled with adhesive Air-void free injection
(in/mm) (in/mm)
Anchor Spacing: Edge Distance:
5#
27#
(in/mm) (ft-lb/Nm)
Embedment (h): Installation Torque (if required):
:#
ef
Application
(Signature)
Completed by: Date:
90403127
(Print)
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w:\\FORMS\\FORM - Adhesive Anchors Inspection Checklist for Concrete & Masonry
IssueDate:2016/07/20Rev.:2
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Adhesive Anchors Inspection Checklist
for Concrete & Masonry
Codes
Special inspection shall be in compliance with Section 1701 of the UBC and Section 1704 of the IBC
UBC 1997
as described below (see Structural Drawings for inspection requirements).
IBC 2000
IBC 2003
IBC 2006
TujmmxbufsIjhiTdippm
Project Name:
76
Weather: Air Temperature:
QbsumzTvooz( F / C)
IjmujIJU.IZ311B
Product Name/Manufacturer:
195216M3
Lot No.:
ICC-ES Report No.:
4298
5
Adhesive Expiration Date: 15 / / 3128 Specified Dispenser Specified Mixer
Discard Initial Adhesive: (# trigger pulls)
3
Adhesive
( F / C)
Adhesive Temperature:
76
Gel Time: Cure Time:
8njo
56njo
(per manufacturers installation instructions)
5
Type: All-Thread Internally Threaded Torque-Controlled Rebar Other ____________________
5
Material: Standard Stainless Steel High Strength
Steel Grade/Coating:
71
(in/mm)
Length:
81jodi
Rod Diameter:
Adhesive Element
5
Rebar: #3 #4 #5 #6 #7 #8 #9 #10
#11 Other ________________________
5
Base Material Type: NW Concrete LW Concrete Brick CMU Other
5
Base Material Strength: 2000psi 3000psi 4000psi Other
volopxo0qsfdbtuqmbol
(in/mm)
Base Material Thickness:
9/36jodi
( F / C)
Base Material Temperature:
76
Base Material
Drill Bit Diameter: (in/mm) Hole Depth: (in/mm)
405jodi
6jodi
(core bit diameter, if approved)
5
Drill Bit Type: Carbide-Tip Drill Bit Diamond Core Bit Other _______________________
(ANSI B212.15-1994) (If appropriate and allowed)
5
Hole Condition: Dry Water Saturated Water Filled Under Water
5
5
Hole Cleaning: Compressed Air Hand Pump Wire brush Nylon Brush Other ____________________
5
Yes No
Drilling & Hole Cleaning
55
Anchor Application: (please check all that apply) Tension Shear Overhead Other __________________
55
Anchor Insertion: Twisting motion Annular gap filled with adhesive Air-void free injection
(in/mm) (in/mm)
Anchor Spacing: Edge Distance:
59jodi
(in/mm) (ft-lb/Nm)
Embedment (h): Installation Torque (if required):
6jodi
ef
Application
(Signature)
Completed by: Date:
902803127
(Print)
LzmfNbuiftpo
Qbhf!4!pg!4Qbhf!3!pg!3
w:\\FORMS\\FORM - Adhesive Anchors Inspection Checklist for Concrete & Masonry
IssueDate:2016/07/20Rev.:2
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Qbhf!3!pg!3Qbhf!4!pg!4Qbhf!5!pg!5
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Qbhf!2!pg!2
Qbhf!2!pg!2
Qbhf!2!pg!2
Qbhf!2!pg!2Qbhf!2!pg!4Qbhf!2!pg!5
Qbhf!2!pg!3Qbhf!3!pg!4Qbhf!4!pg!5
Qbhf!3!pg!3Qbhf!4!pg!4Qbhf!5!pg!5
Qbhf!2!pg!2
Qbhf!2!pg!2Qbhf!2!pg!4Qbhf!2!pg!5
8625 Rendova Street NE
PO Box 158
Circle Pines, MN 55014
Request For Information
Project: 1521055-02 Stillwater High School RFI #: 181
5701 Stillwater Blvd N Date: 07/26/2016
Oak Park Heights, MN 55082 Due: 07/30/2016
TO: James Nutt FROM: Jeff Moore
BWBR Architects Kraus-Anderson Construction Company
380 St. Peter Street, Suite 600 8625 Rendova Street NE
St. Paul, MN 55102 Circle Pines, MN 55014
EMAIL: jnutt@bwbr.com EMAIL: jeff.moore@krausanderson.com
SUBJECT: RFI Unaligned cmu wall and DRAWING #:
301.2
footing/extension to below grade
SPEC SECTION:
QUESTION
Please see attached RFI regarding the unaligned cmu wall and footing/extension to below grade wall.
SUGGESTION:
RESPONSES
Tff!buubdife!xjui!CLCN!dpnnfout!opufe!jo!cmvf/
.CLCN-!803703127
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cc:
Adhesive Anchors Inspection Checklist
for Concrete & Masonry
Codes
Special inspection shall be in compliance with Section 1701 of the UBC and Section 1704 of the IBC
UBC 1997
as described below (see Structural Drawings for inspection requirements).
IBC 2000
IBC 2003
IBC 2006
TujmmxbufsIjhiTdippm
Project Name:
76
Weather: Air Temperature:
Nptumztvooz( F / C)
IjmujIJUIZ311B
Product Name/Manufacturer:
16181:M3
Lot No.:
ICC-ES Report No.:
4298
e
55
v Adhesive Expiration Date: 13 / / 3128 Specified Dispenser Specified Mixer
i
s
e
Discard Initial Adhesive: (# trigger pulls)
3
h
d
A
( F / C)
Adhesive Temperature:
76
Gel Time: Cure Time:
8njo
56njo
(per manufacturers installation instructions)
5
t
Type: All-Thread Internally Threaded Torque-Controlled Rebar Other ____________________
n
e
5
Material: Standard Stainless Steel High Strength
m
e
l
E
Steel Grade/Coating:
71
e
v
i
(in/mm)
Length:
21jodi
s
e
h
Rod Diameter:
d
A
5
Rebar: #3 #4 #5 #6 #7 #8 #9 #10
#11 Other ________________________
5
Base Material Type: NW Concrete LW Concrete Brick CMU Other
l
a
i
5
r
Base Material Strength: 2000psi 3000psi 4000psi Other
e
5611qtj
t
a
(in/mm)
Base Material Thickness:
M 9jodi
e
( F / C)
s
Base Material Temperature:
76
a
B
Drill Bit Diameter: (in/mm) Hole Depth: (in/mm)
609jodi
7jodi
g
n
i
(core bit diameter, if approved)
n
a
5
e
l
Drill Bit Type: Carbide-Tip Drill Bit Diamond Core Bit Other _______________________
C
e (ANSI B212.15-1994) (If appropriate and allowed)
l
o
5
H
Hole Condition: Dry Water Saturated Water Filled Under Water
&
5
5
Hole Cleaning: Compressed Air Hand Pump Wire brush Nylon Brush Other ____________________
g
n
i
l
5
l
i
Yes No
r
D
55
Anchor Application: (please check all that apply) Tension Shear Overhead Other __________________
n
55
o
Anchor Insertion: Twisting motion Annular gap filled with adhesive Air-void free injection
i
t
a
c
(in/mm) (in/mm)
Anchor Spacing: Edge Distance:
i
4/6jodi
23jodi
l
p
p
(in/mm) (ft-lb/Nm)
Embedment (h): Installation Torque (if required):
7jodi
ef
A
(Signature)
Completed by: Date:
:03:03127
(Print)
LzmfNbuiftpo
Qbhf!5!pg!5Qbhf!4!pg!4
w:\\FORMS\\FORM - Adhesive Anchors Inspection Checklist for Concrete & Masonry
IssueDate:2016/07/20Rev.:2
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Qbhf!2!pg!2
Qbhf!2!pg!2
Qbhf!2!pg!2Qbhf!2!pg!3Qbhf!2!pg!4
Adhesive Anchors Inspection Checklist
for Concrete & Masonry
Codes
Special inspection shall be in compliance with Section 1701 of the UBC and Section 1704 of the IBC
UBC 1997
as described below (see Structural Drawings for inspection requirements).
IBC 2000
IBC 2003
IBC 2006
TujmmxbufsIjhiTdippm
Project Name:
71
Weather: Air Temperature:
Dmfbs( F / C)
IjmujIJU.IZ311B
Product Name/Manufacturer:
16181:M3
Lot No.:
ICC-ES Report No.:
4298
e
55
v Adhesive Expiration Date: 16 / / 3128 Specified Dispenser Specified Mixer
i
s
e
Discard Initial Adhesive: (# trigger pulls)
3
h
d
A
( F / C)
Adhesive Temperature:
71
Gel Time: Cure Time:
8njo
56njo
(per manufacturers installation instructions)
5
t
Type: All-Thread Internally Threaded Torque-Controlled Rebar Other ____________________
n
e
5
Material: Standard Stainless Steel High Strength
m
e
l
E
Steel Grade/Coating:
71
e
v
i
(in/mm)
Length:
47jodi
s
e
h
Rod Diameter:
d
A
5
Rebar: #3 #4 #5 #6 #7 #8 #9 #10
#11 Other ________________________
5
Base Material Type: NW Concrete LW Concrete Brick CMU Other
l
a
i
5
r
Base Material Strength: 2000psi 3000psi 4000psi Other
e
5611qtj
t
a
(in/mm)
Base Material Thickness:
M 28jodi
e
( F / C)
s
Base Material Temperature:
71
a
B
Drill Bit Diameter: (in/mm) Hole Depth: (in/mm)
405jodi
7jodi
g
n
i
(core bit diameter, if approved)
n
a
5
e
l
Drill Bit Type: Carbide-Tip Drill Bit Diamond Core Bit Other _______________________
C
e (ANSI B212.15-1994) (If appropriate and allowed)
l
o
5
H
Hole Condition: Dry Water Saturated Water Filled Under Water
&
5
5
Hole Cleaning: Compressed Air Hand Pump Wire brush Nylon Brush Other ____________________
g
n
i
l
5
l
i
Yes No
r
D
55
Anchor Application: (please check all that apply) Tension Shear Overhead Other __________________
n
55
o
Anchor Insertion: Twisting motion Annular gap filled with adhesive Air-void free injection
i
t
a
c
(in/mm) (in/mm)
Anchor Spacing: Edge Distance:
i
23jodi
l
p
p
(in/mm) (ft-lb/Nm)
Embedment (h): Installation Torque (if required):
7jodi
ef
A
(Signature)
Completed by: Date:
21.22.3127
(Print)
LzmfNbuiftpo
Qbhf!4!pg!4Qbhf!3!pg!3
w:\\FORMS\\FORM - Adhesive Anchors Inspection Checklist for Concrete & Masonry
IssueDate:2016/07/20Rev.:2
Qbhf!2!pg!2
Qbhf!2!pg!2Qbhf!2!pg!3Qbhf!2!pg!4
Adhesive Anchors Inspection Checklist
for Concrete & Masonry
Codes
Special inspection shall be in compliance with Section 1701 of the UBC and Section 1704 of the IBC
UBC 1997
as described below (see Structural Drawings for inspection requirements).
IBC 2000
IBC 2003
IBC 2006
TujmmxbufsIjhiTdippmSfopwbujpot
Project Name:
74
Weather: Air Temperature:
Dmfbs( F / C)
IjmujIJUIZ311B
Product Name/Manufacturer:
16171:M3
Lot No.:
ICC-ES Report No.:
4298
e
55
v Adhesive Expiration Date: 16 / / 3128 Specified Dispenser Specified Mixer
i
s
e
Discard Initial Adhesive: (# trigger pulls)
4
h
d
A
( F / C)
Adhesive Temperature:
74
Gel Time: Cure Time:
8njo
56njo
(per manufacturers installation instructions)
5
t
Type: All-Thread Internally Threaded Torque-Controlled Rebar Other ____________________
n
e
5
Material: Standard Stainless Steel High Strength
m
e
l
E
Steel Grade/Coating:
71
e
v
i
(in/mm)
Length:
47#
s
e
h
Rod Diameter:
d
A
5
Rebar: #3 #4 #5 #6 #7 #8 #9 #10
#11 Other ________________________
5
Base Material Type: NW Concrete LW Concrete Brick CMU Other
l
a
i
r
Base Material Strength: 2000psi 3000psi 4000psi Other
e
t
a
(in/mm)
Base Material Thickness:
M 23#
e
( F / C)
s
Base Material Temperature:
71+G
a
B
Drill Bit Diameter: (in/mm) Hole Depth: (in/mm)
809#
7#
g
n
i
(core bit diameter, if approved)
n
a
5
e
l
Drill Bit Type: Carbide-Tip Drill Bit Diamond Core Bit Other _______________________
C
e (ANSI B212.15-1994) (If appropriate and allowed)
l
o
5
H
Hole Condition: Dry Water Saturated Water Filled Under Water
&
5
5
Hole Cleaning: Compressed Air Hand Pump Wire brush Nylon Brush Other ____________________
g
n
i
l
5
l
i
Yes No
r
D
55
Anchor Application: (please check all that apply) Tension Shear Overhead Other __________________
n
55
o
Anchor Insertion: Twisting motion Annular gap filled with adhesive Air-void free injection
i
t
a
c
(in/mm) (in/mm)
Anchor Spacing: Edge Distance:
i
9#
l
p
p
(in/mm) (ft-lb/Nm)
Embedment (h): Installation Torque (if required):
7#
ef
A
(Signature)
Completed by: Date:
22.21.3127
(Print)
LzmfNbuiftpo
Qbhf!4!pg!4Qbhf!3!pg!3
w:\\FORMS\\FORM - Adhesive Anchors Inspection Checklist for Concrete & Masonry
IssueDate:2016/07/20Rev.:2
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Qbhf!2!pg!2Qbhf!2!pg!4Qbhf!2!pg!5
Qbhf!4!pg!5Qbhf!3!pg!4
Adhesive Anchors Inspection Checklist
for Concrete & Masonry
Codes
Special inspection shall be in compliance with Section 1701 of the UBC and Section 1704 of the IBC
UBC 1997
as described below (see Structural Drawings for inspection requirements).
IBC 2000
IBC 2003
IBC 2006
TujmxbufsIjhiTdippmSfopwbujpot
Project Name:
69
Weather: Air Temperature:
Dmfbs( F / C)
IjmujIJU.IZ311B
Product Name/Manufacturer:
16171:M3
Lot No.:
ICC-ES Report No.:
4298
e
5
v Adhesive Expiration Date: 13 / / 3128 Specified Dispenser Specified Mixer
i
s
e
Discard Initial Adhesive: (# trigger pulls)
3
h
d
A
( F / C)
Adhesive Temperature:
69
Gel Time: Cure Time:
8njo
56njo
(per manufacturers installation instructions)
5
t
Type: All-Thread Internally Threaded Torque-Controlled Rebar Other ____________________
n
e
5
Material: Standard Stainless Steel High Strength
m
e
l
E
Steel Grade/Coating:
710fqpyzdpbufe
e
v
i
(in/mm)
Length:
s
e
h
Rod Diameter:
d
A
5
Rebar: #3 #4 #5 #6 #7 #8 #9 #10
#11 Other ________________________
5
Base Material Type: NW Concrete LW Concrete Brick CMU Other
l
a
i
5
r
Base Material Strength: 2000psi 3000psi 4000psi Other
e
5611qtj
t
a
(in/mm)
Base Material Thickness:
M
e
( F / C)
s
Base Material Temperature:
66
a
B
Drill Bit Diameter: (in/mm) Hole Depth: (in/mm)
609#
7#
g
n
i
(core bit diameter, if approved)
n
a
5
e
l
Drill Bit Type: Carbide-Tip Drill Bit Diamond Core Bit Other _______________________
C
e (ANSI B212.15-1994) (If appropriate and allowed)
l
o
5
H
Hole Condition: Dry Water Saturated Water Filled Under Water
&
5
5
Hole Cleaning: Compressed Air Hand Pump Wire brush Nylon Brush Other ____________________
g
n
i
l
5
l
i
Yes No
r
D
55
Anchor Application: (please check all that apply) Tension Shear Overhead Other __________________
n
55
o
Anchor Insertion: Twisting motion Annular gap filled with adhesive Air-void free injection
i
t
a
c
(in/mm) (in/mm)
Anchor Spacing: Edge Distance:
i
23#
l
p
p
(in/mm) (ft-lb/Nm)
Embedment (h): Installation Torque (if required):
7#
ef
A
(Signature)
Completed by: Date:
22.27.3127
(Print)
LzmfNbuiftpo
Qbhf!5!pg!5Qbhf!4!pg!4
w:\\FORMS\\FORM - Adhesive Anchors Inspection Checklist for Concrete & Masonry
IssueDate:2016/07/20Rev.:2
Qbhf!2!pg!2Qbhf!2!pg!7Qbhf!2!pg!8
8625 Rendova Street NE
PO Box 158
Circle Pines, MN 55014
Request For Proposal
Project: 1521055-02 PCO #: 354
Stillwater High School
5701 Stillwater Blvd N
Oak Park Heights, MN 55082 Date: 12/02/2016
To: Jack Bronczyk, Kraus-Anderson Construction Company
Dustin Phillips, Kraus-Anderson Construction Company
Jeremi Hoff, Kraus-Anderson Construction Company
Steve Hagen, B & D Associates, Inc.
Randy LaFaive, Market & Johnson, Inc.
Nick Haglin, Thelen Heating & Roofing, Inc.
Mike Ibrahim, Wells Concrete Products Company
Please provide a cost breakdown in accordance with the Contract Documents and a Summary for the Change
described herein and on the attachments (if any) listed. All responses are required within seven (7) days.
This is not an authorization to proceed with the work described herein unless and until approved by the Owner. On
approval, this change will be included in a Change Order, which will provide the formal Contract Change.
DESCRIPTION OF PROPOSAL:
Please incorporate the following revisions/changes per the attached RFI 221 response regarding the
Plank Openings.
Attachments: RFI 221 Response
We have reviewed the PCO
completion date.
Signed By: Date:
Qbhf!4!pg!8Qbhf!3!pg!7
Company Name:
8625 Rendova Street NE
PO Box 158
Circle Pines, MN 55014
Request For Information
Project: 1521055-02 Stillwater High School RFI #: 221
5701 Stillwater Blvd N Date: 11/30/2016
Oak Park Heights, MN 55082 Due: 12/04/2016
TO: James Nutt FROM: Jack Bronczyk
BWBR Architects Kraus-Anderson Construction Company
380 St. Peter Street, Suite 600 8625 Rendova Street NE
St. Paul, MN 55102 Circle Pines, MN 55014
EMAIL: jnutt@bwbr.com EMAIL: jack.bronczyk@krausanderson.com
SUBJECT: Zone 12 Plank Openings DRAWING #:
SPEC SECTION:
QUESTION
Send attachment opening issue. Zone 12 between grid line B and C on 7.1. Wells will need to support hangers on
plank. The thickened slab for non bearing wall is not there. Please review attachment. Please advise on how to
proceed.
SUGGESTION:
RESPONSES
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cc:
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WEB: www.WellsConcrete.com
TO FULL SIZE SHEETS ONLY.
AND IS READY FOR PRODUCTION
GRAND FORKS, ND: 701.772.6687
SIZE SHEET. DRAWING SCALES APPLY
THIS DRAWING HAS BEEN APPROVED
ALBANY, MN: 320.845.2229
THE BAR ABOVE IS 1" LONG ON A FULL
WELLS, MN: 507.553.3138 800.658.7049
THIS SHEET MAY BE A REDUCED COPY.
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WEB: www.WellsConcrete.com
TO FULL SIZE SHEETS ONLY.
AND IS READY FOR PRODUCTION
GRAND FORKS, ND: 701.772.6687
SIZE SHEET. DRAWING SCALES APPLY
THIS DRAWING HAS BEEN APPROVED
ALBANY, MN: 320.845.2229
THE BAR ABOVE IS 1" LONG ON A FULL
WELLS, MN: 507.553.3138 800.658.7049
THIS SHEET MAY BE A REDUCED COPY.
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Adhesive Anchors Inspection Checklist
for Concrete & Masonry
Codes
Special inspection shall be in compliance with Section 1701 of the UBC and Section 1704 of the IBC
UBC 1997
as described below (see Structural Drawings for inspection requirements).
IBC 2000
IBC 2003
IBC 2006
TujmxbufsIjhiTdippmSfopwbujpot
Project Name:
66
Weather: Air Temperature:
Dmpvez0Jotjef( F / C)
IjmujIJU.IZ311B
Product Name/Manufacturer:
256:2:M5
Lot No.:
ICC-ES Report No.:
4298
e
5
v Adhesive Expiration Date: 15 / / 3128 Specified Dispenser Specified Mixer
i
s
e
Discard Initial Adhesive: (# trigger pulls)
3
h
d
A
( F / C)
Adhesive Temperature:
66
Gel Time: Cure Time:
8njo
56njo
(per manufacturers installation instructions)
5
t
Type: All-Thread Internally Threaded Torque-Controlled Rebar Other ____________________
n
e
5
Material: Standard Stainless Steel High Strength
m
e
l
E
Steel Grade/Coating:
71
e
v
i
(in/mm)
Length:
27#
s
e
h
Rod Diameter:
d
A
5
Rebar: #3 #4 #5 #6 #7 #8 #9 #10
#11 Other ________________________
5
Base Material Type: NW Concrete LW Concrete Brick CMU Other
l
a
i
r
5
Base Material Strength: 2000psi 3000psi 4000psi Other
e
t
a
(in/mm)
Base Material Thickness:
M 5#
e
( F / C)
s
Base Material Temperature:
66
a
B
Drill Bit Diameter: (in/mm) Hole Depth: (in/mm)
609#
5#
g
n
i
(core bit diameter, if approved)
n
a
5
e
l
Drill Bit Type: Carbide-Tip Drill Bit Diamond Core Bit Other _______________________
C
e (ANSI B212.15-1994) (If appropriate and allowed)
l
o
5
H
Hole Condition: Dry Water Saturated Water Filled Under Water
&
5
5
Hole Cleaning: Compressed Air Hand Pump Wire brush Nylon Brush Other ____________________
g
n
i
l
5
l
i
Yes No
r
D
55
Anchor Application: (please check all that apply) Tension Shear Overhead Other __________________
n
55
o
Anchor Insertion: Twisting motion Annular gap filled with adhesive Air-void free injection
i
t
a
c
(in/mm) (in/mm)
Anchor Spacing: Edge Distance:
i
35#
l
p
p
(in/mm) (ft-lb/Nm)
Embedment (h): Installation Torque (if required):
5#
ef
A
(Signature)
Completed by: Date:
23.8.3127
(Print)
LzmfNbuiftpo
Qbhf!8!pg!8Qbhf!7!pg!7
w:\\FORMS\\FORM - Adhesive Anchors Inspection Checklist for Concrete & Masonry
IssueDate:2016/07/20Rev.:2
Qbhf!2!pg!2Qbhf!2!pg!5Qbhf!2!pg!6
Adhesive Anchors Inspection Checklist
for Concrete & Masonry
Codes
Special inspection shall be in compliance with Section 1701 of the UBC and Section 1704 of the IBC
UBC 1997
as described below (see Structural Drawings for inspection requirements).
IBC 2000
IBC 2003
IBC 2006
TujmxbufsIjhiTdippmSfopwbujpot
Project Name:
66.81
Weather: Air Temperature:
Dmpvez0Jotjef( F / C)
IjmujIJU.IZ311B
Product Name/Manufacturer:
25682:M5
Lot No.:
ICC-ES Report No.:
4298
e
5
v Adhesive Expiration Date: 15 / / 3128 Specified Dispenser Specified Mixer
i
s
e
Discard Initial Adhesive: (# trigger pulls)
3
h
d
A
( F / C)
Adhesive Temperature:
66
Gel Time: Cure Time:
8njo
56njo
(per manufacturers installation instructions)
5
t
Type: All-Thread Internally Threaded Torque-Controlled Rebar Other ____________________
n
e
5
Material: Standard Stainless Steel High Strength
m
e
l
E
Steel Grade/Coating:
71
e
v
i
(in/mm)
Length:
29#
s
e
h
Rod Diameter:
d
A
55
Rebar: #3 #4 #5 #6 #7 #8 #9 #10
#11 Other ________________________
5
Base Material Type: NW Concrete LW Concrete Brick CMU Other
l
a
i
5
r
5
Base Material Strength: 2000psi 3000psi 4000psi Other
e
volopxo
t
a
(in/mm)
Base Material Thickness:
M
e
( F / C)
s
Base Material Temperature:
66
a
B
Drill Bit Diameter: (in/mm) Hole Depth: (in/mm)
609#.405#
7#
g
n
i
(core bit diameter, if approved)
n
a
5
e
l
Drill Bit Type: Carbide-Tip Drill Bit Diamond Core Bit Other _______________________
C
e (ANSI B212.15-1994) (If appropriate and allowed)
l
o
5
H
Hole Condition: Dry Water Saturated Water Filled Under Water
&
5
5
Hole Cleaning: Compressed Air Hand Pump Wire brush Nylon Brush Other ____________________
g
n
i
l
5
l
i
Yes No
r
D
55
Anchor Application: (please check all that apply) Tension Shear Overhead Other __________________
n
55
o
Anchor Insertion: Twisting motion Annular gap filled with adhesive Air-void free injection
i
t
a
c
(in/mm) (in/mm)
Anchor Spacing: Edge Distance:
i
23.29#
l
p
p
(in/mm) (ft-lb/Nm)
Embedment (h): Installation Torque (if required):
7#
ef
A
(Signature)
Completed by: Date:
23.9.3127
(Print)
LzmfNbuiftpo
Qbhf!4!pg!6Qbhf!3!pg!5
w:\\FORMS\\FORM - Adhesive Anchors Inspection Checklist for Concrete & Masonry
IssueDate:2016/07/20Rev.:2
Qbhf!5!pg!6Qbhf!4!pg!5
Qbhf!6!pg!6Qbhf!5!pg!5
Qbhf!2!pg!3Qbhf!2!pg!3Qbhf!2!pg!4Qbhf!2!pg!2
Adhesive Anchors Inspection Checklist
for Concrete & Masonry
Codes
Special inspection shall be in compliance with Section 1701 of the UBC and Section 1704 of the IBC
UBC 1997
as described below (see Structural Drawings for inspection requirements).
IBC 2000
IBC 2003
IBC 2006
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Project Name:
85
Weather: Air Temperature:
Dmfbs0Jotjef( F / C)
IjmujIJU.IZ311B
Product Name/Manufacturer:
261818M5
Lot No.:
ICC-ES Report No.:
4298
e
55
v Adhesive Expiration Date: 13 / / 3129 Specified Dispenser Specified Mixer
i
s
e
Discard Initial Adhesive: (# trigger pulls)
4
h
d
A
( F / C)
Adhesive Temperature:
85
Gel Time: Cure Time:
5njo
41njo
(per manufacturers installation instructions)
5
t
Type: All-Thread Internally Threaded Torque-Controlled Rebar Other ____________________
n
e
5
Material: Standard Stainless Steel High Strength
m
e
l
E
Steel Grade/Coating:
71
e
v
i
(in/mm)
Length:
47#
s
e
h
Rod Diameter:
d
A
5
Rebar: #3 #4 #5 #6 #7 #8 #9 #10
#11 Other ________________________
5
Base Material Type: NW Concrete LW Concrete Brick CMU Other
l
a
i
r
5
Base Material Strength: 2000psi 3000psi 4000psi Other
e
t
a
(in/mm)
Base Material Thickness:
M 25#
e
( F / C)
s
Base Material Temperature:
85
a
B
Drill Bit Diameter: (in/mm) Hole Depth: (in/mm)
609#
7#
g
n
i
(core bit diameter, if approved)
n
a
5
e
l
Drill Bit Type: Carbide-Tip Drill Bit Diamond Core Bit Other _______________________
C
e (ANSI B212.15-1994) (If appropriate and allowed)
l
o
5
H
Hole Condition: Dry Water Saturated Water Filled Under Water
&
5
5
Hole Cleaning: Compressed Air Hand Pump Wire brush Nylon Brush Other ____________________
g
n
i
l
5
l
i
Yes No
r
D
55
Anchor Application: (please check all that apply) Tension Shear Overhead Other __________________
n
55
o
Anchor Insertion: Twisting motion Annular gap filled with adhesive Air-void free injection
i
t
a
c
(in/mm) (in/mm)
Anchor Spacing: Edge Distance:
i
27.29#
l
p
p
(in/mm) (ft-lb/Nm)
Embedment (h): Installation Torque (if required):
7#
ef
A
(Signature)
Completed by: Date:
8.8.3128
(Print)
LzmfNbuiftpo
Qbhf!4!pg!4Qbhf!3!pg!3
w:\\FORMS\\FORM - Adhesive Anchors Inspection Checklist for Concrete & Masonry
IssueDate:2016/07/20Rev.:2
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Qbhf!2!pg!2Qbhf!3!pg!9Qbhf!3!pg!9Qbhf!3!pg!7
Date: 7/22/2016
Page 1 of 1
Transmittal #: 00042
Job #: 16-101
Stillwater High School
Release 14 BP9 Field Fix
To:Kraus-Anderson Construction Co. Circle PinesAttention: Dustin Phillips
8625 Rendova St. NE
P.O. Box 158
Sent Via: E-mail
Circle Pines, MN 55014
We are sending you enclosed, the following:
Field Prints
Included are 2 prints.
DrawingNumberRevisionDescriptionDateDetailed/Revised
1P550PLATE7/22/2016
E-220ERECTION PLAN7/22/2016
This material is being transmitted for the purpose listed below:
For Field Use
Release 14 BP9 Field Fix
Remarks:
If enclosures are not as noted, please notify at once.
Ben's Structural Fabrication
Copy To: Kristy Casper
By:
Matt Schilling
Qbhf!4!pg!7Qbhf!4!pg!9Qbhf!3!pg!8Qbhf!4!pg!9
07/22/2016
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CohesiveCohesiveCohesiveCohesiveCohesiveCohesiveCohesiveCohesiveCohesiveCohesiveCohesiveCohesiveCohesiveCohesiveCohesiveCohesiveCohesiveCohesiveCohesiveCohesiveCohesiveCohesiveCohesiveCohesive
Failure Type:
Cohesive/Adhesive
Troy Baumann
Tech:
YesYesYesYesYesYesYesYesYesYesYesYesYesYesYesYesYesYesYesYesYesYesYesYes
Ok?
Bond
LƭƭǒĻ 5ğƷĻ ЋЉЊЏΉЊЊΉЉЋ wĻǝ͵ Љ
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Location
Zone #10 2nd level AngleZone #10 2nd level BeamZone #10 2nd level ColumnZone #10 Roof AngleZone #10 Roof BeamZone #10 Roof ColumnZone #12 2nd level AngleZone #12 2nd level BeamZone #12
2nd level ColumnZone #12 Roof AngleZone #12 Roof BeamZone #12 Roof ColumnZone #1 DeckZone #1 DeckZone #1 DeckZone #1 DeckZone #2 DeckZone #2 DeckZone #2 DeckZone #2 DeckZone #3 DeckZone
#3 DeckZone #3 DeckZone #3 Deck
Material Type
Stillwater High SchoolCafco 300 ACCafco 300 ACCafco 300 ACCafco 300 ACCafco 300 ACCafco 300 ACCafco 300 ACCafco 300 ACCafco 300 ACCafco 300 ACCafco 300 ACCafco 300 ACCafco 300 ACCafco
300 ACCafco 300 ACCafco 300 ACCafco 300 ACCafco 300 ACCafco 300 ACCafco 300 ACCafco 300 ACCafco 300 ACCafco 300 ACCafco 300 AC
ManufacturerIsolatekIsolatekIsolatekIsolatekIsolatekIsolatekIsolatekIsolatekIsolatekIsolatekIsolatekIsolatekIsolatekIsolatekIsolatekIsolatekIsolatekIsolatekIsolatekIsolatekIsolatekIsolatekIsolatekIso
latek
Project Name:
150150150150150150150150150150150150150150150150150150150150150150150150
Force
Minimum
288.3314.5314.5340.7314.5353.8340.7340.7314.5327.6340.7340.7275.2301.4288.3288.3314.5275.2288.3327.6301.4288.3262.1314.5
lbs/square foot
Calculated Bond
COHESION/ADHESION OF FIREPROOFING
222424262427262624252626212322222421222523222024
Measured
Force (lbs)
B1602671
Μ
2
(ft
0.0763190.0763190.0763190.0763190.0763190.0763190.0763190.0763190.0763190.0763190.0763190.0763190.0763190.0763190.0763190.0763190.0763190.0763190.0763190.0763190.0763190.0763190.0763190.076319
Cap Area
Project Number:
3.53.53.53.53.53.53.53.53.53.53.53.53.53.53.53.53.53.53.53.53.53.53.53.5
(in.)
Cap Diam.
Date
4/6/20174/6/20174/6/20174/6/20174/6/20174/6/20174/6/20174/6/20174/6/20174/6/20174/6/20174/6/2017
12/6/201612/6/201612/6/201612/6/201612/6/201612/6/201612/6/201612/6/201612/6/201612/6/201612/6/201612/6/2016
123456789
1011121314151617181920212223242526
Test
*Attachment to Special Inspection Daily Report
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Date: 7/22/2016
Page 1 of 1
Transmittal #: 00042
Job #: 16-101
Stillwater High School
Release 14 BP9 Field Fix
To:Kraus-Anderson Construction Co. Circle PinesAttention: Dustin Phillips
8625 Rendova St. NE
P.O. Box 158
Sent Via: E-mail
Circle Pines, MN 55014
We are sending you enclosed, the following:
Field Prints
Included are 2 prints.
DrawingNumberRevisionDescriptionDateDetailed/Revised
1P550PLATE7/22/2016
E-220ERECTION PLAN7/22/2016
This material is being transmitted for the purpose listed below:
For Field Use
Release 14 BP9 Field Fix
Remarks:
If enclosures are not as noted, please notify at once.
Ben's Structural Fabrication
Copy To: Kristy Casper
By:
Matt Schilling
07/22/2016
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