HomeMy WebLinkAboutRe: bldg permit plans 1 • /\�
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Laurel Ulland
From: Laurel Ulland
Sent: Wednesday, September 13, 2017 525 PM
To: gsmeichels@hotmail.com
�c: Bryan Meyer(bryanmeyerarchitect@gmail.com)
Subject: FW: Martha Head Lake Residence
Attachments: Revised Pier Plan_7.11.17.pdf; Helical Pier Plan_Atlas.pdf;Atlas Helical Pier_Anchor Log
17150.pdf
Gary,
I am forwarding the email approval by VAA, our structural engineer, of the battered helical pier locations, proposed and
installed by Atlas Foundation. I am alos attaching the LUA revised pier plan, attached to the permit set, and the Atlas
pier plan that was subsequently reviewed and approved by VAA. I am also attaching the helical pier log for reference.
See the email exchange below for further information regarding the battered helical piers.
Feel free to forward this information to the City of Orono building inspector. I'll make copies of the pier plans and
approval email, and bring them to the Monday site meeting.
Thanks,
Laurel
From: David C.Johnson [mailto:DJohnson@vaaeng.com]
Sent: Friday,July 14, 2017 2:44 PM
To: Laurel Ulland <Laurel@laurelulland.com>; Bryan Meyer(bryanmeyerarchitect@gmail.com)
<bryanmeyerarchitect@gmail.com>
Cc:gsmeichels@hotmail.com
Subject: RE: Martha Head Lake Residence
Laurel and Bryan:
I reviewed the layout of the battered helical piles and the locations seem to be adequate. The 10 kip working capacity is
adequate.
Dave Johnson,P.E. �Associate/Senior Structural Engineer�Office:763.577-9115,Cell:763-486-2945�diohnson(�vaaenQ.com �
www.vaaenq.com � Engineering,Planning and Design Services
� /
From: Brian Sanchez [mailto:brian.sanchez@atlasfoundation.com]
Sent:Thursday,July 13, 2017 6:38 PM
To: Laurel Ulland <Laurel@laurelulland.com>; Mike Moeller<mike.moeller@atlasfoundation.com>
1
Cc: Bryan Meyer(bryanmeyerarchitect@gmail.com) <bryanmeverarchitect@�mail.com>
Subject: RE: Martha Head Lake Residence
La u rel,
See attached updated proposal for Martha Head residence.
I took a stab at were we would suggest installing tiebacks for lateral bracing. Please have the engineer review if
necessary. Note that once the tiebacks are advanced thru the organics and soft soils,we are showing a 10 kip working
capacity with a 40'total length.
Contact Mike or I with any questions.
Thanks,
Brian Sanchez, P.E.
Project Manager-Engineer
Atlas Foundation Company� Direct:763-447-4230
From: Laurel Ulland [mailto:Laurel@laurelulland.com]
Sent:Thursday,July 13, 2017 11:39 AM
To: Brian Sanchez<brian.sanchez@atlasfoundation.com>; Mike Moeller<mike.moeller@atlasfoundation.com>
Cc: Bryan Meyer(bryanmeverarchitect@gmail.com) <bryanmeyerarchitect@�mail.com>; gsmeichels@hotmail.com;
David C.Johnson<DJohnson@vaaeng.com>
Subject: RE: Martha Head Lake Residence
Hi Brian and Mike,
I thought I would check in again about the Martha Head Lake Residence.
The surveyor has staked out the new guest house and pier locations, so we are ready for the helical pier installation,
once the details are confirmed:
• We have determined that the piers will extend to the main floor LVL beams and will be connected with a pier
cap or plate and a steel sleeve.
• A saddle will be used to bolt the LVL's and connect them to the plate.The contractor would like to connect the
saddle in the field to a 9" x 9" x%z" plate that is welded to the sleeve.
• Lateral resistance will be achieved through the installation of battered helical piers at select locations. We still
need to determine where the battered piers will be placed and quantity required. We continue to include our
structural engineer's lateral bracing detail in the construction set, pending a final review of the battered pier
installation.
We have revised the pier plan to accommodate a change in size to a bifold door system that will be installed on the main
level of the house. See attached.The number of piers has not changed but the location of(2) piers has changed for a
larger framed opening above.Total number of piers is 47.
We are available to meet on the job site to review the installation details and access to the site. Let me know when you
are available.
Thanks,
Laurel
2
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Project: 17150 Customer: Martha Head
2090 Shoreline Dr. Start Date: 7/19/17 Foreman: Benny
Orono, MN Finish Date: 7/21/17 Estimator: Brian
Base Length (ft) = 7.0 5.0
Installation Information: Foundations are CHANCE� RS2875.203 & RS2875.276 - 2 7/8" Helical
Piers. Lead section helix configurations are 10"-12"-14" diameter(7' length). Manufacturer and
ICC-ES AC358 recommendations assume a ratio of ultimate capacity to torque of 9:1. All
foundations are terminated with weld on bearing plates. All foundations and Tiebacks were
installed with a 4,000 ft-Ib torque head. Tiebacks are CHANCE SS5-1 1/2" Helical Tiebacks. Lead
section helix configurations are 8"-10"-12" diameter(5' length). Manufacturer and ICC-ES AC358
recommendations assume a ratio of ultimate capacity to torque of 9:1. Tiebacks are terminated
with threaded stud adaptors and tabs. All material is galvanized per ASTM A153.
Helical Pier Extensions No. of Final Final 3' Total Cut Off Final Ultimate Allowable
Torque Length Length Capacity Capacity
No. Size 5' 7' 10' Helix PS� �ft-Ibs) (ft) �ft� (ft) (kips) (kips)
1 2 7/8 1 3 3600 6300 17 2.7 14.3 56.7 28.4
2 2 7/8 1 3 3400 5700 17 2.4 14.6 51.3 25.7
3 2 7/8 1 3 3600 6300 17 2.3 14.8 56.7 28.4
4 2 7/8 1 2 3 3400 5700 32 1.6 30.4 51.3 25.7
5 2 7/8 2 3 3200 5200 27 2.6 24.4 46.8 23.4
6 2 7/8 2 3 3100 4900 27 1.7 25.3 44.1 22.1
7 2 7/8 2 3 3100 4900 27 1.9 25.1 44.1 22.1
8 2 7/8 1 2 3 3100 4900 32 1.4 30.6 44.1 22.1
9 2 7/8 2 3 3200 5200 27 1.7 25.3 46.8 23.4
10 2 7/8 2 3 3200 5200 27 1.6 25.4 46.8 23.4
11 2 7/8 2 3 3200 5200 27 3.1 23.9 46.8 23.4
12 2 7/8 2 3 3100 4900 27 2.4 24.6 44.1 22.1
13 2 7/8 2 3 3100 4900 27 2.3 24.8 44.1 22.1
14 2 7/8 2 3 3300 5500 27 2.5 24.5 49.5 24.8
15 2 7/8 2 3 3200 5200 27 2.8 24.3 46.8 23.4
16 2 7/8 1 1 3 3200 5200 22 2.0 20.0 46.8 23.4
17 2 7/8 1 1 3 3200 5200 22 0.9 21.1 46.8 23.4
18 2 7/8 1 1 3 3100 4900 22 1.4 20.6 44.1 22.1
19 2 7/8 1 3 3100 4900 17 0.0 17.0 44.1 22.1
20 2 7/8 1 1 3 3200 5200 22 0.0 22.0 46.8 23.4
21 2 7/8 2 2 3 3200 5200 37 0.0 37.0 46.8 23.4
22 2 7/8 6 1 3 3200 5200 47 0.0 47.0 46.8 23.4
23 2 7/8 2 3 3100 4900 27 0.0 27.0 44.1 22.1
24 2 7/8 2 3 3100 4900 27 0.0 27.0 44.1 22.1
25 2 7/8 1 3 3200 5200 17 0.0 17.0 46.8 23.4
26 2 7/8 1 3 3300 5500 17 2.3 14.8 49.5 24.8
27 2 7/8 1 3 3400 5700 17 2.6 14.4 51.3 25.7
28 2 7/8 1 3 3500 6000 17 1.9 15.1 54.0 27.0
29 2 7/8 1 3 3500 6000 17 1.6 15.4 54.0 27.0
30 2 7/8 1 3 3200 5200 17 2.0 15.0 46.8 23.4
31 2 7/8 1 3 3200 5200 17 2.4 14.6 46.8 23.4
� , �
Helical Pier Extensions No. of Final Final 3' Total Cut Off Final Ultimate Allowable
No. Size 5' 7' 10'
Helix PSI (ft bs) L(ftjth �ft� L(ftjth C(k ps)y C(k ps)y
32 2 7/8 1 3 3000 4600 17 2.5 14.5 41.4 20.7
33 2 7/8 1 3 3100 4900 17 1.7 15.3 44.1 22.1
34 2 7/8 1 1 3 4000 7400 22 1.3 20.8 66.6 33.3
35 2 7/8 1 2 3 3300 5500 32 1.6 30.4 49.5 24.8
36 2 7/8 1 3 3200 5200 17 1.9 15.1 46.8 23.4
37 2 7/8 1 1 3 3100 4900 22 2.3 19.8 44.1 22.1
38 2 7/8 1 1 3 3100 4900 22 1.5 20.5 44.1 22.1
39 2 7/8 1 1 3 3100 4900 22 1.7 20.3 44.1 22.1
40 2 7/8 2 3 3200 5200 27 0.0 27.0 46.8 23.4
41 2 7/8 2 3 3300 5500 27 0.0 27.0 49.5 24.8
42 2 7/8 2 3 3300 5500 27 0.0 27.0 49.5 24.8
43 2 7/8 2 3 3200 5200 27 0.0 27.0 46.8 23.4
44 2 7/8 1 3 3400 5700 17 2.5 14.5 51.3 25.7
45 RS HW 2 3 3400 5700 27 3.1 23.9 51.3 25.7
46 RS HW 2 3 3800 6900 21 1.3 19.7 62.1 31.1
47 RS HW 2 3 3800 6900 21 1.0 20.0 62.1 31.1
1 1 1/2 1 3 2100 2100 12 0.0 12.0 21.0 10.5
2 1 1/2 1 3 2200 2400 12 0.0 12.0 24.0 12.0
3 1 1/2 1 3 2200 2400 12 0.0 12.0 24.0 12.0
4 1 1/2 1 3 2200 2400 12 0.0 12.0 24.0 12.0
5 1 1/2 1 3 2200 2400 12 0.0 12.0 24.0 12.0
6 1 1/2 1 3 2200 2400 12 0.0 12.0 24.0 12.0
7 1 1/2 1 3 2200 2400 12 0.0 12.0 24.0 12.0
8 1 1/2 1 3 2200 2400 12 0.0 12.0 24.0 12.0
9 1 1/2 1 3 2200 2400 12 0.0 12.0 24.0 12.0
10 1 1/2 1 3 2200 2400 12 0.0 12.0 24.0 12.0
11 1 1/2 1 3 2200 2400 10 0.0 10.0 24.0 12.0
12 1 1/2 1 3 2200 2400 12 0.0 12.0 24.0 12.0
13 11/2 1 3 2200 2400 12 0.0 12.0 24.0 12.0
14 1 1/2 1 3 2200 2400 10 0.0 10.0 24.0 12.0
15 1 1/2 1 3 2100 2100 10 0.0 10.0 21.0 10.5
16 1 1/2 1 3 2100 2100 12 0.0 12.0 21.0 10.5
Summary:
No. Size 5' 7' 10' Average Total Final
Length(ft) Length(ft) Length(ft)
16 1 1/2 3 13 0 11.6 186.0 186.0
44 2 7/8 19 0 64 23.7 1,043.0 976.3
3 RS HW 0 4 2 23.0 69.0 63.6
63 Total 22 17 66 20.6 1,298.0 1,225.9
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From: Laurel Ulland
Sent: Wednesday, September 13, 2017 5:51 PM
To: gsmeichels@hotmail.com
Cc: Bryan Meyer(bryanmeyerarchitect@gmail.com)
Subject: Revised Permit-Select Section Details at Main Level Rim
Attachments: Revision #2_Sheet A3.O.pdf; Revision #2_Sheet A4.2.pdf; Revision #2_Sheet AS.O.pdf;
Revision #2_Sheet S2.O.pdf
Hi Gary,
I have extracted a few sheets from the revised permit set (Revision#2)that show the change to (3) LVL's at the
perimeter of the main level:
• Crawlspace Skirt Detail: 3/A3.0
• Typical Beam/Pier Connection: 3/A4.2
• Typical Wall Section Detail: 1/AS.O
• Revised Beam Schedule: 52.0 (See bubbled change to the schedule)
Let me know if you need additional information for the City of Orono building inspector.
Laurel
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