EFTA02491930

From: jeffrey E. <[email protected]> Sent: Tuesday, August 11, 2015 5:48 PM To: Richard Kahn; Leighton Allenby Subject: Re: Neptune LLC: Geotechnical report recommendation by Fahti from Botkin Parssi & Associates Consulting Engineers silly but litte choice. lets ask for a house s=lution given either an ok soil or non ok soil On Tue, Aug 11, 2015 at 11:31 AM, Ri=hard Kahn wrote: <mailto: attached is mor= detail on proposed geotechnical report (not structural report as i mentio=ed earlier) to determine if foundation is settling causing current and fut=re issues cost is 1,990 please advise if ok to proceed thank you Richard Kahn HBRK Associates Inc. New York, NY 10022 Begin forwarded message: <=iv style="margin-top:0px;margin-right:0px;margin-bottom:0px;margin-left:=px">From: Leighton A=lenby <lallenby=gmail.com <mailto:[email protected]» =ubject: Fwd: Neptune LLC: Geotechnical report recom=endation by Fahti from Botkin Parssi & Associates Consulting Engineers=/b> Date: August 11, 2015 at 12:39:58 PM EDT To: NYC - Richard Kahn &l=;[email protected] <mailto:[email protected]» Rich, EFTA_R1_01614369 EFTA02491930 Can we proceed=with the geotechnical report to be performed to =etermine if the stemware (see below for definition) foundat=on is settling causing current and future issues cost is $1,990 by Nutting Engineers and =fter this test Fatih Acikgoz, the consulting engineer can make his =A0recommendations and Dan can then draft a proposal and timeline for your =pproval. Outline of Nutting Engineers proposal is below. Pleas= note: Seawall and other proposals t= follow in a separate email Best, Leighton Leighton, Fahti =he structural engineer upon further investigation has inspected the crawl =pace between the 1st and 2nd floor. It appears looking from the garage =A0access scuttle hole, the floor system is composed 2x12x 22 Lf. =A0wood rafters at 16" O.C. , then a layer of 1x6 decking above, =n top of that a 2 ft tall open web floor joist system with 3/4 i=ch plywood subfloor above. This configuration does not allow t= see the open web floor joists from the garage scuddle hole where the bath=oom plumbing and structural issue is located. He is suggesting an T shaped I beam system to be installed =idspan in the garage ceiling to support the load of the 2 bedrooms and =A0bathrooms. He is also reques=ing a geotechnical report to be performed to determine if the stemwall fou=dation is settling causing current and future issues. I have contacted Nutting Geotechnical Engineeri=g and they confirmed this is a common issue with most houses in this =mmediate area due to the soil composition. Nutting Engineering has q=oted $1,900.00 for soil borings at each corner of the hous=. This will allow Fatih to produce a structural evaluation=for the property. Please discuss with Mr. Epstein and let us k=ow how you would like us to proceed. Thank you, Dan Dan,<=> Good morning. I dictate all of my proposal, howev=r the young lady whom transcribes my proposals is out today recovering fro= minor surgery. With this in mind, I have provided below an informal propo=al, and will follow with a formal proposal on Monday. 1. Utility Clearance =AO =C2 =C2 =AO =$75.00 2.<=pan style="font-size:7pt;font-family:Times New Roman"> =C2 Mobilization =AO =C2 =AO =C2 =AO $150.00 2 EFTA_R1_01614370 EFTA02491931 3. Test Borings(2-30', 1-15 =80, 1-HH) =C2 =A0 $1000.00 4. Report by P.E. =AO =C2 =AO =C2 =A0 $500.00<=p> 5. =C2 Review by Principa= =C2 =AO =C2 =AO $125.00 =AO Soil Classification/lab analysis =AO =C2 =AO $100.00 7. Admin =C2 =AO =C2 =AO =C2 =AO $40.00 =C2 =AO =C2 =A0 =Total $1990.00 Thank you again. Ps we c=n start the test layout and utility clearance upon authorization(return em=il) to do so. =C2 =C2 =AO =C2 =AO =C2 =AO =C2 Scott Ersland Division Manager Nutting Engineers of Florida, Inc. Boynton Beach, FL 33426 Email Address: =A0scotte@nutting.=iz <mailto:[email protected]> Website Address: www.nuttingengineers.com<=a> <http://cp.mca=ee.com/d/avndy0srhpsd79EVjvu7f6XCSnT7Dx0rxIsCYUO-qen3rbXzPMVdUSejd7dPh0- Ue=Qlms_lk6VPBOzMkdMrDek2flgSgZVMtGb_nVNV5dy_nKnjppoV6X1EVpvLORQr8EGTKDOEuvkz=TOQSyrhdTVxYsUCe hhusdTdw0EdPDa17U4pg_UQVv3pfUA9WgB054hfBPrPz9EVdw1QzhONtcQ=30Qg879APh086vwTUn-900PtPgOdt> 3 EFTA_R1_01614371 EFTA02491932 Stem walls definition Stem wal=s are supporting structures that are used as a means of joining the founda=ion of a building with the vertical walls constructed on the foundation. T=e wall is often constructed with the use of concrete and steel, and works =ith the foundational slab to create a solid basis for the building. Along =ith establishing foundational integrity for the building, these walls also=aid in minimizing damage to the materials used to create the vertical wall=. cinder blocks <http://ww=.wisegeek.org/what-are-cinder-blocks.htm> that are rein=orced with the use of steel components and concrete. In appearance, this w=ll sits on top of the slab and effectively provides builders with somethin= to attach the walls of the structure to the slab. While the slab may be at =round level or even recessed slightly into the surrounding ground, the ste= wall rises above the surrounding ground level. Along with making it easie= to attach vertical walls to the slab, the wall provides a raised platform=for the walls. This can be important, especially if the materials used in =reating the vertical walls are subject to deterioration from exposure to g=ound moisture or insects such as termites. By lifting the walls of the str=cture slightly above ground level, damage of this type is less likely to o=cur. Leighton =llenby Dir=ctor of Properties </=iv> please note The=information contained in this communication is confidential, may be att=rney-client privileged, may 4 EFTA_R1_01614372 EFTA02491933 constitute inside information, and is inten=ed only for the use of the addressee. It is the property of TEE U=authorized use, disclosure or copying of this communication or any part=thereof is strictly prohibited and may be unlawful. If you have receive= this communication in error, please notify us immediately by return=e-mail or by e-mail to [email protected] <mailto:[email protected]> , and destroy this communication and al= copies thereof, including all attachments. copyright -all rights reser=ed 5 EFTA_R1_01614373 EFTA02491934