Common use of Termite or Wood Damaging Insect Control Clause in Contracts

Termite or Wood Damaging Insect Control. Borrower will maintain a contract with a qualified service provider for control of termites or other wood damaging insects at the Mortgaged Property for so long as the Indebtedness remains outstanding. Rider to Multifamily Loan and Security Agreement Termite or Wood Damaging Insect Control EXHIBIT A DESCRIPTION OF THE LAND Tract I: Situated in the State of Ohio, County of Franklin, and in the City of Columbus, Xxxxxxx 0, Xxxxxxxx 00, Xxxxx 00, Xxxxxxxx Xxxxx and being 28.787 acres out of that tract as conveyed to Long Road Development Company LLC of record in Instrument Number 199905040112415, (all references refer to the records of the Recorder's Office, Franklin County, Ohio) and described as follows: Beginning, for reference, at Franklin County Geodetic Survey Monument Number 9945 in the westerly line of Section 6, Township 15, Range 20, at the southeasterly corner of said Section 1, the northeasterly corner of Section 12, being in a westerly line of the remainder of that tract as conveyed to Columbus Land Investment Company of record in Official Record 2801A04, at the northeasterly corner of that tract as conveyed to Xxxxxx X. and Xxxx X. Xxxx et al 3 Co-Trustees of record in Official Record 11609B07; Thence North 85° 19' 55" West, with the northerly line of said Rawn tract, the common line to said Sections 1 and 12, a distance of 582.00 feet to an iron pin set at the True Point of Beginning; Thence North 85° 19' 55" West, continuing with said the northerly line and said common line, a distance of 1078.71 feet to a 1/2" solid iron pin found; Thence 04° 27' 19" East, across said Long Road Development tract, a distance of 1222.06 feet to an iron pin set on a curve in the southerly right-of-way line of Abbie Trails Way; Thence with said southerly line, the following courses: With a curve to the right, having a central angle of 31° 11' 39" and a radius of 950.00 feet, a chord bearing and distance of South 79° 30' 31" East, 510.85 feet to an iron pin set at a point of reverse curvature; With a curve to the left, having a central angle of 31° 28' 35" and a radius of 1050.00 feet, a chord bearing and distance of South 79° 38' 59" East, 569.61 feet to an iron pin set; Thence South 04° 14' 42" West, across said Long Road Development tract, a distance of 1113.85 feet to the true point of beginning and containing 28.787 acres of land, more or less. Tract II: Easement rights described in Storm Sewer Easement by and between Long Road Development Company, LLC and Xxxxx Xxxxx Apartments, LLC of record in Instrument Number 200007170140692, as re-recorded in Instrument Number 200009140185673. EXHIBIT B MODIFICATIONS TO MULTIFAMILY LOAN AND SECURITY AGREEMENT The following modifications are made to the text of the Loan Agreement that precedes this Exhibit.

Termite or Wood Damaging Insect Control. Borrower will maintain a contract with a qualified service provider for control of termites or other wood damaging insects at the Mortgaged Property for so long as the Indebtedness remains outstanding. Rider to Multifamily Loan and Security Agreement Termite or Wood Damaging Insect Control EXHIBIT A DESCRIPTION OF THE LAND Tract I: Situated Ridge Crossings A parcel of land situated in the State NE 1/4 of Ohio, County the NW 1/4 and the SW 1/4 of Franklinthe NE 1/4 of Section 27, and in the City NE 1/4 and the SE 1/4 of Columbusthe NW 1/4 of Section 27, Xxxxxxx 0Township 19 South, Xxxxxxxx 00Range 3 West, Xxxxx 00Jefferson County, Xxxxxxxx Xxxxx Alabama, Bessemer Division and being 28.787 acres out of that tract as conveyed to Long Road Development Company LLC of record in Instrument Number 199905040112415, (all references refer to the records of the Recorder's Office, Franklin County, Ohio) and more particularly described as follows: Beginning, for reference, Begin at Franklin County Geodetic Survey Monument Number 9945 in a point on the westerly North line of said Section 627, Township 15, Range 20, and at the southeasterly intersection of the West right of way line of Scenic View Drive, said point being 1375.73 feet West of the NE corner of said Section 127, Township 19 South, Range 3 West, as measured along said section line on a bearing of South 88 degrees, 54 minutes, 54 seconds East, said point also being 1266.93 feet East of the northeasterly NW corner of Section 12, being in a westerly line the NW 1/4 of the remainder of that tract as conveyed to Columbus Land Investment Company of record in Official Record 2801A04, at the northeasterly corner of that tract as conveyed to Xxxxxx X. and Xxxx X. Xxxx et al 3 Co-Trustees of record in Official Record 11609B07; Thence North 85° 19' 55" West, with the northerly line NE 1/4 of said Rawn tractSection 27 as measured along said section line on a bearing of South 88 degrees, the common line to said Sections 1 and 1254 minutes, a distance of 582.00 feet to an iron pin set at the True Point of Beginning; Thence North 85° 19' 55" West, continuing with said the northerly line and said common line, a distance of 1078.71 feet to a 1/2" solid iron pin found; Thence 04° 27' 19" 54 seconds East, across said Long Road Development tract, a distance of 1222.06 feet to an iron pin set point being on a curve in to the southerly right-of-left, said curve subtending a central angle of 56 degrees, 52 minutes, 19 seconds measure (56 degrees 32 minutes 47 seconds map) a radius of 197.55 feet and a chord bearing of South 35 degrees, 03 minutes, 19 seconds East; thence run Southeasterly along the arc of said curve and along said Scenic View Drive's West right of way line for 196.09 measure (194.97 feet map) feet to the end of Abbie Trails Waysaid curve; Thence with thence at tangent to said southerly linecurve run South 63 degrees, 29 minutes, 28 seconds East along said right of way line for 109.65 feet to the following courses: With beginning of a curve to the right, having said curve subtending a central angle of 31° 11' 39" and 28 degrees, 30 minutes, 17 seconds, a radius of 950.00 feet, 161.84 feet and a chord bearing and distance of South 79° 30' 31" 49 degrees, 14 minutes, 19 seconds East, 510.85 ; thence run Southeasterly along the arc of said curve and along said right of way line for 80.52 feet to an iron pin set the end of said curve; thence at a point tangent to said curve run South 34 degrees, 59 minutes, 11 seconds East along said right of reverse curvature; With way line for 50.00 feet to the beginning of a curve to the left, having said curve subtending a central angle of 31° 28' 35" and 19 degrees, 2 I minutes, 43 seconds, a radius of 1050.00 feet, 183.86 feet and a chord bearing and distance of South 79° 38' 59" 44 degrees, 40 minutes, 02 seconds East, 569.61 feet to an iron pin set; Thence South 04° 14' 42" West, across thence run Southeasterly along the arc of said Long Road Development tract, a distance curve and along said right of 1113.85 way line for 62.13 feet to the true end of said curve; thence at tangent to said curve run South 54 degrees, 20 minutes, 54 seconds East along said right of way line for 78.51 feet to the beginning of a curve to the right, said curve subtending a central angle of 16 degrees, 33 minutes, 33 seconds, a radius of 196.01 feet and a chord bearing of South 46 degrees, 04 minutes, 08 seconds East; thence run Southeasterly along the arc of said curve and along said right of way line for 56.65 feet to the end of said curve; thence at tangent to said curve run South 37 degrees, 47 minutes, 21 seconds East along said right of way line for 20.00 feet to the beginning of a curve to the left, said curve subtending a central angle of 30 degrees, 51 minutes, 20 seconds map and measure a radius of 250.00 feet measure (31 degrees 05 minutes 47 seconds map) and a chord bearing of South 53 degrees, 13 minutes, 01 seconds East; thence run Southeasterly along the arc of said curve and along said right of way line for 134.63 feet measure (135.68 feet map) to the end of said curve, said point being on the Northerly right of way line of Alabama Highway Number 150, said point being on a curve to the right, said curve subtending a central angle of 00 degrees, 33 minutes, 10 seconds, a radius of 22,858.31 feet and a chord bearing of South 52 degrees, 50 minutes, 03 seconds West; thence run Southwesterly along the arc of said curve and along said Highway 150 right of way line for 220.53 feet to the end of said curve; thence at tangent to said curve run South 53 degrees, 06 minutes, 38 seconds West along said Highway 150 right of way line for 514.38 feet; thence run South 53 degrees, 21 minutes, 07 seconds West along said right of way line for 548.18 feet to the beginning of a curve to the right, said curve subtending a central angle of 3 degrees, 26 minutes, 26 seconds, a radius of 4523.76 feet and a chord bearing of South 55 degrees, 04 minutes, 21 seconds West; thence run Southwesterly along the arc of said curve and along said right of way line for 271.65 feet to the end of said curve; thence run South 72 degrees, 26 minutes, 22 seconds West along said Highway 150 right of way line for 101.59 feet; thence run South 55 degrees, 18 minutes, 17 seconds West along said right of way line for 144.28 feet; thence run South 62 degrees, 00 minutes, 13 seconds West along said right of way line for 147.74 feet to the most Southerly corner of Tree Crossings Phase One; thence leaving said right of way line run North 27 degrees, 12 minutes, 29 seconds West for 179.83 feet; thence run North 68 degrees, 00 minutes, 41 seconds West for 760.03 feet to the common corner of Phase Two and Phase Three, Tree Crossings; thence run South 60 degrees, 31 minutes, 41 seconds West measure South 60 degrees 30 minutes 00 seconds West (map) for 638.50 feet; thence run North 43 degrees, 45 minutes, 08 seconds West measure (North 43 degrees 51 minutes 00 Seconds West) for 300.38 feet measure (300.00 feet map) to a 3" capped iron at the SW corner of the NE 1/4 of the NW 1/4 of said Xxxxxxx 00, Xxxxxxxx 00 Xxxxx, Xxxxx 0 Xxxx; thence run North 0 degrees, 05 minutes, 18 seconds West along the West line of said 1/4-1/4 for 1326.03 feet to a 3" capped iron at the NW corner of said NE 1/4 of the NW 1/4 of Section 27; thence run South 89 degrees, 02 minutes, 07 seconds East along the North line of said 1/4-1/4 for 1319.80 feet to a 3" capped iron at the NE corner of said 1/4-1/4 and the NW corner of the NW 1/4 of the NE 1/4 of said Section 27; thence run South 88 degrees, 54 minutes, 54 seconds East along said 1/4-1/4 for 1266.93 feet to the point of beginning and containing 28.787 acres of land, more or less. Tract II: Easement rights described in Storm Sewer Easement by and between Long Road Development Company, LLC and Xxxxx Xxxxx Apartments, LLC of record in Instrument Number 200007170140692, as re-recorded in Instrument Number 200009140185673beginning. EXHIBIT B MODIFICATIONS TO MULTIFAMILY LOAN AND SECURITY AGREEMENT The following modifications are made to the text of the Loan Agreement that precedes this Exhibit.

Termite or Wood Damaging Insect Control. Borrower will maintain a contract with a qualified service provider for control of termites or other wood damaging insects at the Mortgaged Property for so long as the Indebtedness remains outstanding. Rider to Multifamily Loan and Security Agreement Termite or Wood Damaging Insect Control EXHIBIT A DESCRIPTION OF THE LAND Tract IOak Crossing Apartments Being all that lot or parcel of land, with improvements thereon and appurtenances thereto, which is more particularly described in Exhibit "A", attached hereto and made a part hereof. PARCEL 1: Situated in Part of the State fractional South Half of Ohiothe Southeast Quarter of Section 36, County Township 32 North, Range 12 East of Franklin, and in the City of Columbus, Xxxxxxx 0, Xxxxxxxx 002nd Principal Meridian, Xxxxx 00, Xxxxxxxx Xxxxx and being 28.787 acres out of that tract as conveyed to Long Road Development Company LLC of record in Instrument Number 199905040112415, (all references refer to the records of the Recorder's Office, Franklin County, Ohio) and Indiana, being more particularly described as follows, to-wit: Beginning, for reference, at Franklin County Geodetic Survey Monument Number 9945 in the westerly line of Section 6, Township 15, Range 20, Commencing at the southeasterly Northeast corner of the Fractional South Half of said Section 1, the northeasterly corner of Section 12Southeast Quarter, being marked by a survey nail; thence North 89 degrees 51 minutes 12 seconds West (INDOT plan bearings for State Road #1 used as the basis of all bearings in a westerly line of this description), on and along the remainder of that tract as conveyed to Columbus Land Investment Company of record in Official Record 2801A04, at the northeasterly corner of that tract as conveyed to Xxxxxx X. and Xxxx X. Xxxx et al 3 Co-Trustees of record in Official Record 11609B07; Thence North 85° 19' 55" West, with the northerly line of said Rawn tract, the common line to said Sections 1 and 12Fractional South Half, a distance of 582.00 feet to an iron pin set at the True Point of Beginning; Thence North 85° 19' 55" West, continuing with said the northerly line and said common line, a distance of 1078.71 1134.79 feet to a 1/2" solid iron pin found; Thence 04° 27' 19" East, across #5 rebar at the point of intersection of said Long Road Development tract, a distance of 1222.06 feet to an iron pin set on a curve in North line and the southerly West right-of-way line of Abbie Trails WayOak Crossing, as described in Document Number 2008028322 in the Office of the Recorder of Xxxxx County, Indiana, this being the true POINT OF BEGINNING; Thence with thence North 89 degrees 51 minutes 12 seconds West, continuing on and along said southerly North line, a distance of 984.64 feet to a #5 rebar at the following courses: With Northeast corner of the West 10 acres of said Fractional South Half; thence South 00 degrees 10 minutes 19 seconds East, on and along the East line of the West 10 acres of said Fractional South Half, a curve distance of 925.53 feet to a #5 rebar at the Northwest corner of a 0.119 acre tract of real estate described in a deed to the right, having a central angle State of 31° 11' 39" and a radius Indiana in Document Number 2007058412 in the Office of 950.00 feet, a chord bearing and distance of said Recorder; thence South 79° 30' 31" 87 degrees 24 minutes 49 seconds East, 510.85 feet to an iron pin set at a point on and along the North line of reverse curvature; With a curve to the left, having a central angle of 31° 28' 35" and a radius of 1050.00 feet, a chord bearing and distance of South 79° 38' 59" East, 569.61 feet to an iron pin set; Thence South 04° 14' 42" West, across said Long Road Development 0.119 acre tract, a distance of 1113.85 158.61 feet to a point; thence South 89 degrees 18 minutes 58 seconds East, continuing on and along said North line, a distance of 146.63 feet to a #5 rebar on the West line of a tract of real estate described in a deed to Fort Financial Credit Union, in Document Number 2010061282 in the Office of said Recorder; thence North 00 degrees 25 minutes 00 seconds West, on and along the West line of said Fort Financial tract, a distance of 211.11 feet to a #5 rebar at the Northwest corner thereof, also being a West corner of a 0.548 acre tract of real estate described in a second deed to Fort Financial Credit Union, in Document Number 2010061281 in the Office of said Recorder; thence North 01 degrees 52 minutes 32 seconds West, on and along the West line of said 0.548 acre tract and the Northerly projection thereof, a distance of 105.03 feet to a #5 rebar; thence North 89 degrees 59 minutes 34 seconds East, a distance of 281.16 feet to the point of curvature of a tangent circular curve to the right having a radius of 180.00 feet; thence Easterly, on and along the arc of said curve, an arc distance of 16.22 feet, being subtended by a long chord having a length of 16.21 and a bearing of South 87 degrees 25 minutes 34 seconds East to the point of tangency; thence South 84 degrees 50 minutes 42 seconds East and tangent to said curve, a distance of 64.94 feet to the point of curvature of a tangent circular curve to the left having a radius of 120.00 feet; thence Easterly, on and along the arc of said curve, an arc distance of 10.81 feet, being subtended by a long chord having a length of 10.81 and a bearing of South 87 degrees 25 minutes 34 seconds East to the point of tangency; thence North 89 degrees 59 minutes 34 seconds East and tangent to said curve, a distance of 92.35 feet to a #5 rebar on the West right-of-way line of said Oak Crossing; thence North 00 degrees 00 minutes 00 seconds East, on and along said West right-of-way line, a distance of 262.23 feet to the point of curvature of a tangent circular curve to the right having a radius of 200.00 feet; thence Northeasterly, continuing on and along said West right-of-way line, as defined by the arc of said curve, an arc distance of 179.66 feet, being subtended by a long chord having a length of 173.68 and a bearing of North 25 degrees 44 minutes 04 seconds East to the point of tangency; thence North 51 degrees 28 minutes 08 seconds East, continuing on and along said West right-of-way line and tangent to said curve, a distance of 113.23 feet to the point of curvature of a tangent circular curve to the left having a radius of 139.30 feet; thence Northeasterly, continuing on and along said West right-of-way line, as defined by the arc of said curve, an arc distance of 124.78 feet, being subtended by a long chord having a length of 120.65 and a bearing of North 25 degrees 48 minutes 28 seconds East to the point of tangency; thence North 00 degrees 08 minutes 48 seconds East, continuing on and along said West right-of-way line and tangent to said curve, a distance of 25.00 feet to the true point of beginning beginning. PARCEL 2 EAS: An easement for ingress and containing 28.787 acres of landegress, more or less. Tract II: as created in Roadway Access Easement rights described in Storm Sewer Easement Agreement by and between Long Road Development CompanyK & H Realty Corporation, LLC an Indiana Corporation, and Xxxxx Xxxxx ApartmentsDupont & Xxxxxx Partners, LLC of record in LLC, an Indiana limited liability company, recorded December 30, 2011, as Instrument Number 2000071701406922011061643, as re-amended by First Amended and Restated Roadway Access Easement Agreement recorded in June 12, 2013, as Instrument Number 200009140185673No. EXHIBIT B MODIFICATIONS TO MULTIFAMILY LOAN AND SECURITY AGREEMENT The following modifications are made 2013032906, as amended by Allocation Amendment to the text First Amended and Restated Roadway Access Easement Agreement and First Amended and Restated Storm Water Detention Easement Agreement effective January 6, 2017 and recorded January 10, 2017 as Instrument No. 2017001459, of the Loan Agreement that precedes this ExhibitXxxxx County Records.

Termite or Wood Damaging Insect Control. Borrower will maintain a contract with a qualified service provider for control of termites or other wood damaging insects at the Mortgaged Property for so long as the Indebtedness remains outstanding. Rider to Multifamily Loan and Security Agreement Termite or Wood Damaging Insect Control EXHIBIT A DESCRIPTION OF THE LAND Tract I(Audubon Park) THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF DAVIDSON, STATE OF TENNESSEE, AND IS DESCRIBED AS FOLLOWS: Situated Parcel 1: A tract of land in the State First Civil District of OhioNashville, County of Franklin, and in the City of Columbus, Xxxxxxx 0, Xxxxxxxx 00, Xxxxx 00, Xxxxxxxx Xxxxx and being 28.787 acres out of that tract as conveyed to Long Road Development Company LLC of record in Instrument Number 199905040112415, (all references refer to the records of the Recorder's Office, Franklin Davidson County, Ohio) Tennessee, bounded on the South by Xxxxxxx Drive and on the West by Whispering Hills Dr. more particularly described as follows: Beginning, for reference, at Franklin County Geodetic Survey Monument Number 9945 in a concrete monument on the westerly line Northerly margin of Section 6, Township 15, Range 20, at Xxxxxxx Drive and the southeasterly Southwest corner of Lot 428 of Whispering Hills Subdivision Section 11-C, as recorded in Plat Book 2663, Page 67, R.O.D.C., Tennessee; Thence, with the Northerly margin of Xxxxxxx Drive Westerly around a curve to the left 181.91 feet, said curve having a radius of 522.00 feet, a central angle of 19° 58' 00", a tangent of 91 feet and a chord bearing and distance of N 60° 17' 00" W, 180.99 feet to a concrete monument;Thence, N 70° 16' 00" W, 165.01 feet to a concrete monument the beginning of a return radius to the right for Whispering Hills Drive; Thence, around a curve to the right 38.96 feet, said curve having a radius of 25.00 feet, a central angle of 89° 18' 00", a Tangent of 24.70 feet and a chord bearing and distance of N 25° 37' 00" W, 35.14 feet to a concrete monument; Thence, with Whispering Hills Drive N 19° 02' 00" E, 112.00 feet to a concrete monument, the beginning of a curve to the left;Thence, around a curve to the left 548.41 feet, said curve having a radius of 985.00 feet, a central angle of 31° 54' 00', a tangent of 281.51 feet and a chord bearing and distance of N 03° 05' 00" E, 541.35 feet to an iron pin, the Xxxxxxxxx xxxxxx xx Xxx 00, Xxxxxxxx Xxxxxxx, Section 1, the northeasterly corner of Section 12Book 3300, being in a westerly line of the remainder of that tract as conveyed to Columbus Land Investment Company of record in Official Record 2801A04Page 87, at the northeasterly corner of that tract as conveyed to Xxxxxx X. and Xxxx X. Xxxx et al 3 Co-Trustees of record in Official Record 11609B07R.O.D.C., Tennessee; Thence North 85° 19' 55" WestThence, with the northerly Southerly line of said Rawn tractLot 57, the common line to said Sections 1 and 12, a distance of 582.00 N 77° 08' 00" E. 151.90 feet to an iron pin set on the Westerly line of Parkview Estates, Section III;Thence, S 13 ° 44' 00" W, 12.80 feet to a concrete monument;Thence, following the Southerly boundary of Parkview Section III, S 65° 30' 00" E. 74.35 feet to a concrete monument;Thence, S 83° 10' 00" E, 197.10 feet to a concrete monument;Thence, S 84° 45' 00" E, 151 .61 feet to a concrete monument;Thence, S 71° 45' 00" E, passing a concrete monument at 95.00 feet, a total distance of 173.26 feet to a point;Thence, S 58° 38' 00" E, 198.74 feet to a concrete monument in the West line of Tennessee Equity Fund L.P. of record in Book 9302, Page 247, R.O.D.C. line S 12° 03' 00" W, 109.56 feet to an iron pin at the True Point base of a fence corner post;Thence S 33° 05' 00" W, 70.00 feet:Thence, N 56° 55' 00" W 104.59 feet to a point:Thence, S 26° 14' 00" W, 246.82 feet to a point;Thence, N 63° 46' 00" W, 99.00 feet to a point; Thence, S 26° 14' 00" W, 144.68 feet to a point;Thence, N 66° 02' 00" W, 87.00 feet to a point;Thence, S 19° 53' 00" W, 108.57 feet to a concrete monument;Thence, S 37° 29' 00" W, 171.74 feet to the point of beginning. Parcel 2: A tract of land in the First Civil District of Nashville, Davidson County, Tennessee, bounded on the Southeast by Northcrest drive located South of Nolensville road and West of Cotton Lane, more particularly described as follows: Beginning; Thence North , at a concrete monument on the Northerly margin of Northcrest drive at the Southeasterly corner of Xxx 000, Xxxxxxxxxx Xxxxx Section 11-C, Book 2663, Page 66 and 67, R.O.D.C., Tennessee;Thence, with the boundary of said subdivision and around a curve to the left 37.34 feet, said curve having a radius of 25.00 feet, a central angle of 85° 1934' 5514", a tangent of 23.14 feet and a chord bearing and distance of N 20° 43' 07" WestE, 33.96 feet to a concrete monument;Thence, N 22° 04' 00" W, 24.00 feet to a concrete monument; Thence, with a curve to the left 117.05 feet, said curve having a radius of 401.97 feet, a central angle of 16° 41' 00", a tangent of 58.94 feet and a chord bearing and distance of N 30° 24' 30" W, 116.63 feet to a concrete monument;Thence, continuing with said subdivision S 55° 06' 00" W, 159.10 feet to a concrete monument; Thence, S 87° 35' 00" W, 184.00 feet to a concrete monument;Thence, continuing with said subdivision N 83° 01' 00" W, 347.40 feet to a concrete monument;Thence, N 55° 30' 00" W, 186.20 feet to a concrete monument;Thence, N 45° 00' 00" W, 193.58 feet to a concrete monument, the northerly Northwesterly corner of Lot 428 of said subdivision;Thence, leaving said subdivision N 19° 53' 00" E, 108.57 feet to a point;Thence, S 66° 02' 00" E, 87.00 feet to a point;Thence, N 26° 14' 00" E, 144.68 feet to a point;Thence, S 63° 46' 00" E, 99.00 feet to a point;Thence, N 26° 14' 00" E, 246.82 feet to a point;Thence, S 56° 55' 00" E, 104.59 feet to a point;Thence, N 33° 05' 00" E, 70.00 feet to a fence corner post in the Southwesterly corner of Tennessee Equity Fund, L.P. as of record in Book 9302, Page 247, R.O.D.C.; Thence, with Tennessee Equity Fund, L.P. South line, N 79° 30' 00" E, 330.41 feet to a point;thence, S 16° 15' 00" E, 140.00 feet to a point;Thence, S 55° 11' 00" E, 205.00 feet to a point;Thence, S 34° 49' 00" W, 98.66 feet to a point;Thence, S 38° 25' 00" E, 37.50 feet to a point;Thence, S 51° 35' 00" W, 114.00 feet to a point;Thence, S 38° 25' 00" E, 175.56 feet to a point;Thence, S 62° 44' 00" E, 101.78 feet to a concrete monument;Thence, S 13° 13' 00" E, 114.00 feet to a concrete monument on the Northerly margin of Northcrest Drive;Thence, with Northcrest Drive and with a curve to the left having a radius of 617.40 feet and a central angle of 13° 16' 33", 143.08 feet to the point of beginning. Being further described as follows: A certain parcel of land lying in Nashville, Davidson County, Tennessee, more particularly described as follows: Unless stated otherwise, any monument referred to herein as an iron pin set is a 5/8" rebar 18" in length with plastic cap stamped "X.Xxxxx #1979". All bearing are based on Geodetic North by G.P.S. observations dated 11-07-2013. BEGINNING at an existing iron pin on the north right-of-way of Northcrest Drive, 50' right-of-way, corner to Xxxxxxx Xxxxxx (Deed Book 10016, Page 207); THENCE, leaving said right-of-way and along Lovier's line and said common linefor the next 4 calls: along a curve to the left, radius of 25.00', arc length of 38.43', bearing N 22°14'27" E, a distance of 1078.71 feet 34.76' to an existing iron pin; THENCE, N 20°31'12" W a 1/2distance of 24.29' to an existing iron pin; THENCE, N 29°12'27" solid W a distance of 116.63' to an existing iron pin; THENCE, S 56°21'31" W a distance of 159.10' to an existing iron pin, corner to Xxxxxxx Xxxxx (Inst. No. 200109180100717); THENCE, along Xxxxx'x line and then Xxxxxx & Xxxxxxxx Xxxxxxx (Instrument No. 201303260029723) S 88°50'31" W a distance of 184.04' to an existing iron pin, corner to Xxxxx Xxxxxx et ux (Deed Book 5059, Page 12) and Xxxxx Xxxxxxx & Xxxxx Xxxxxx (Deed Book 9883, Page 110); THENCE, along the line of Xxxxxxx & Xxxxxx, then Xxxxxx & Xxxxxxxx Xxxxxxx (Instrument No. 200708010091565), Xxxxxxxx Xxxxxxx (Instrument No. 200305160067030) and Xxxxxxx Xxxxx (Instrument No. 201308270090505) N 81°38'04" W a distance of 347.36' to an existing iron pin, corner to Xxxxxxx Xxxxx (Instrument No. 201110250083066); THENCE, along Xxxxx'x line, then Xxxxx Xxxxxx (Instrument No. 201109130070809) and Xxxxx Xxxx (Instrument No. 200511210140250) N 54°25'16" W a distance of 185.94' to an existing iron pin, corner to Xxxxx, Xxxxxxxx & Xxxxxx House (Instrument No. 201302190016420); THENCE, along House's line, then Xxxxxxx Xxxxxx (Deed Book 6021, Page 699) N 43°37'01" W a distance of 193.66' to an existing iron pin; THENCE, continuing along Xxxxxx'x line S 38°53'04" W a distance of 172.12' to an existing iron pin foundon north right-of-way of Xxxxxx Drive, 50' right-of-way; Thence 04° 27' 19THENCE, along said right-of-way of Xxxxxx Drive for the next 3 calls: along a curve to the left, radius of 522.00', arc length of 181.87', bearing N 58°57'03" East, across said Long Road Development tractW, a distance of 1222.06 feet 180.95' to a point; THENCE, N 68°51'10" W a distance of 165.31' to an existing iron pin; THENCE, along a curve to the right, radius of 25.00', arc length of 38.83', bearing N 23°56'32" W, a distance of 35.04' to an existing iron pin on the east right-of-way of Whispering Hills Drive, 50' right-of-way; THENCE, leaving said right-of-way of Xxxxxx Drive and along said right-of-way of Whispering Hills Drive for the next 2 calls: N 20°27'42" E a distance of 111.89' to a point; THENCE, along a curve to the left, radius of 985.00', arc length of 548.09', bearing N 04°31'15" E, a distance of 541.05' to a point, corner to Xxxxxx & Xxxxx Xxxxx et al (Instrument No. 200902200014824), said point being N 78°02'09" E, a distance of 10.00' from a PK Nail set as reference; THENCE, leaving said right-of-way of Whispering Hills Drive and along the line of Xxxxxx & Xxxxx Xxxxx et al N 78°02'09" E a distance of 152.12' to an existing iron pin, corner to Bibisco, Inc. (Deed Book 10128, Page 244); THENCE, along the line of Bibisco, Inc. for the next 6 calls: S 14°36'21" W a distance of 12.74' to a concrete monument; THENCE, S 65°30'14" E a distance of 75.81' to an existing iron pin; THENCE, S 81°57'38" E a distance of 194.81' to a concrete monument; THENCE, S 83°34'36" E a distance of 151.18' to an existing iron pin; THENCE, S 70°42'24" E a distance of 172.93' to an existing iron pin; THENCE, S 57°29'18" E a distance of 198.85' to an existing iron pin, corner to JC Sun Investment, Inc. (Instrument No. 200807180073771); THENCE, along the line of JC Sun Investment, Inc. for the next 4 calls: S 14°24'34" W a distance of 109.55' to an existing iron pin; THENCE, N 81°42'36" E a distance of 330.39' to an existing iron pin; THENCE, S 14°01'34" E a distance of 139.98' to an existing iron pin; THENCE, S 52°58'42" E a distance of 196.83' to an existing iron pin, corner to O.I.C. Landmark Townhomes (Instrument No. 200801100002933); THENCE, along the line of O.I.C. Landmark Townhomes for the next 6 calls: S 30°17'52" W a distance of 93.63' to an existing iron pin; THENCE, S 37°06'53" E a distance of 37.50' to an existing iron pin; THENCE, S 52°53'07" W a distance of 114.00' to an existing iron pin; THENCE, S 37°06'53" E a distance of 175.56' to an existing iron pin; THENCE, S 61°25'53" E a distance of 101.78' to an existing iron pin; THENCE, S 11°52'52" E a distance of 113.93' to an iron pin set on a curve in the southerly north right-of-way line of Abbie Trails WayNorthcrest Drive (50' right-of-way); Thence with THENCE, along said southerly line, the following courses: With a curve to the right, having a central angle of 31° 11' 39" and a radius of 950.00 feet, a chord bearing and distance of South 79° 30' 31" East, 510.85 feet to an iron pin set at a point of reverse curvature; With -of-way along a curve to the left, having a central angle of 31° 28' 35" and a radius of 1050.00 feet617.40', a chord arc length of 143.65', bearing and distance of South 79° 38' 59S 71°13'35" East, 569.61 feet to an iron pin set; Thence South 04° 14' 42" West, across said Long Road Development tractW, a distance of 1113.85 feet 143.33' to the true point of beginning and POINT OF BEGINNING, containing 28.787 acres of land22.98 acres, more or less. Tract II: Easement rights described in Storm Sewer Easement , according to a survey performed by and between Long Road Development Company, LLC and Xxxxx Xxxxx ApartmentsXxxxx, LLC PLS #1979TN. Being the same property conveyed to XXX Xxxxxxx Park, LLC, a Delaware limited liabilty company by deeds of record in Instrument Number 200007170140692No. 20131227-0130466 and Instrument No. 20131227-0130467, as re-recorded in Instrument Number 200009140185673Register's Office of Davidson County, Tennessee. EXHIBIT B MODIFICATIONS TO MULTIFAMILY LOAN AND SECURITY AGREEMENT The following modifications are made to the text of the Loan Agreement that precedes this Exhibit.

Termite or Wood Damaging Insect Control. Borrower will maintain a contract with a qualified service provider for control of termites or other wood damaging insects at the Mortgaged Property for so long as the Indebtedness remains outstanding. Rider to Multifamily Loan and Security Agreement (CME and Portfolio) Termite or Wood Damaging Insect Control EXHIBIT A DESCRIPTION OF THE LAND Tract I: Situated in the State Being a 10.909 acre tract of Ohio, County of Franklinland known as Lot 1, and in the City of Columbus, Xxxxxxx 0, Xxxxxxxx 00, Xxxxx 00, Xxxxxxxx Xxxxx and being 28.787 acres out of that tract as conveyed to Long Road Development Company LLC and a part of the Adey subdivision, Section One, a Subdivision of record in Instrument Number 199905040112415Volume 89, (all references refer to at Pages 396-398, among the records Plat Records of the Recorder's Office, Franklin Xxxxxx County, Ohio) Texas, and also being of record in Cabinet “K”, at slides 18-20, among the Plat Records of Xxxxxxxxxx County, Texas and being more particularly described as follows: Beginning, for reference, BEGINNING at Franklin County Geodetic Survey Monument Number 9945 a ½ inch rebar found in the westerly west line of Xxx 00, Xxxxx “X”, Xxxxxxxx Section 6Twenty-Two, Township 15, Range 20, at the southeasterly corner of said Section 1, the northeasterly corner of Section 12, being in a westerly line of the remainder of that tract as conveyed to Columbus Land Investment Company subdivision of record in Official Record 2801A04Volume 83, at Pages 213C-213D, among the northeasterly Plat Records of Xxxxxx County, Texas, for the northeast corner hereof and of that tract as conveyed to Xxxxxx X. and Xxxx X. Xxxx et al 3 Co-Trustees of record in Official Record 11609B07said Lot 1; Thence North 85° 19' 55" WestTHENCE, south with the northerly said west line and being common to the east line hereof and of said Rawn tractXxx 0, the common line to said Sections 1 and 12, a distance of 582.00 feet to an iron pin set at the True Point of BeginningX 00° 00’ 00” X; Thence North 85° 19' 55" West, continuing with said the northerly line and said common line, a distance of 1078.71 feet (bearing basis) 1031.85’ to a 1/2" solid iron pin found; Thence 04° 27' 19" East, across said Long Road Development tract, a distance of 1222.06 feet to an iron pin set on a curve ½ inch rebar found in the southerly right-of-north right of way line of Abbie Trails WayXxXxxx Drive, for the southeast corner hereof and of said Lot 1; Thence THENCE, continuing westerly with said southerly lineright of way line and the south line hereof and of said Xxx 0, X 00° 00’ 00” X, 476.36’ to a ½ capped rebar found stamped “B&G Surveying” at the following courses: With beginning of a curve to the right; THENCE, having a central angle leaving said right of 31° 11' 39" way line and a radius continuing north, northeast and east with the east right of 950.00 feetway line of Corpus Christi Drive and being common to said Lot 1, a chord bearing the following six (6) courses and distance of South 79° 30' 31" East, 510.85 feet to an iron pin set at a point of reverse curvature; With a curve to the left, having a central angle of 31° 28' 35" and a radius of 1050.00 feet, a chord bearing and distance of South 79° 38' 59" East, 569.61 feet to an iron pin set; Thence South 04° 14' 42" West, across said Long Road Development tract, a distance of 1113.85 feet to the true point of beginning and containing 28.787 acres of land, more or less. Tract II: Easement rights described in Storm Sewer Easement by and between Long Road Development Company, LLC and Xxxxx Xxxxx Apartments, LLC of record in Instrument Number 200007170140692, as re-recorded in Instrument Number 200009140185673. EXHIBIT B MODIFICATIONS TO MULTIFAMILY LOAN AND SECURITY AGREEMENT The following modifications are made to the text of the Loan Agreement that precedes this Exhibit.distances:

Termite or Wood Damaging Insect Control. Borrower will maintain a contract with a qualified service provider for control of termites or other wood damaging insects at the Mortgaged Property for so long as the Indebtedness remains outstanding. Rider to Multifamily Loan and Security Agreement Termite or Wood Damaging Insect Control EXHIBIT A DESCRIPTION OF THE LAND Tract I(Oak Crossing) Being all that lot or parcel of land, with improvements thereon and appurtenances thereto, which is more particularly described in Exhibit "A", attached hereto and made a part hereof. PARCEL 1: Situated in Part of the State fractional South Half of Ohiothe Southeast Quarter of Section 36, County Township 32 North, Range 12 East of Franklin, and in the City of Columbus, Xxxxxxx 0, Xxxxxxxx 002nd Principal Meridian, Xxxxx 00, Xxxxxxxx Xxxxx and being 28.787 acres out of that tract as conveyed to Long Road Development Company LLC of record in Instrument Number 199905040112415, (all references refer to the records of the Recorder's Office, Franklin County, Ohio) and Indiana, being more particularly described as follows, to-wit: Beginning, for reference, at Franklin County Geodetic Survey Monument Number 9945 in the westerly line of Section 6, Township 15, Range 20, Commencing at the southeasterly Northeast corner of the Fractional South Half of said Section 1, the northeasterly corner of Section 12Southeast Quarter, being marked by a survey nail; thence North 89 degrees 51 minutes 12 seconds West (INDOT plan bearings for State Road #1 used as the basis of all bearings in a westerly line of this description), on and along the remainder of that tract as conveyed to Columbus Land Investment Company of record in Official Record 2801A04, at the northeasterly corner of that tract as conveyed to Xxxxxx X. and Xxxx X. Xxxx et al 3 Co-Trustees of record in Official Record 11609B07; Thence North 85° 19' 55" West, with the northerly line of said Rawn tract, the common line to said Sections 1 and 12Fractional South Half, a distance of 582.00 feet to an iron pin set at the True Point of Beginning; Thence North 85° 19' 55" West, continuing with said the northerly line and said common line, a distance of 1078.71 1134.79 feet to a 1/2" solid iron pin found; Thence 04° 27' 19" East, across #5 rebar at the point of intersection of said Long Road Development tract, a distance of 1222.06 feet to an iron pin set on a curve in North line and the southerly West right-of-way line of Abbie Trails WayOak Crossing, as described in Document Number 2008028322 in the Office of the Recorder of Xxxxx County, Indiana, this being the true POINT OF BEGINNING; Thence with thence North 89 degrees 51 minutes 12 seconds West, continuing on and along said southerly North line, a distance of 984.64 feet to a #5 rebar at the following courses: With Northeast corner of the West 10 acres of said Fractional South Half; thence South 00 degrees 10 minutes 19 seconds East, on and along the East line of the West 10 acres of said Fractional South Half, a curve distance of 925.53 feet to a #5 rebar at the Northwest corner of a 0.119 acre tract of real estate described in a deed to the right, having a central angle State of 31° 11' 39" and a radius Indiana in Document Number 2007058412 in the Office of 950.00 feet, a chord bearing and distance of said Recorder; thence South 79° 30' 31" 87 degrees 24 minutes 49 seconds East, 510.85 feet to an iron pin set at a point on and along the North line of reverse curvature; With a curve to the left, having a central angle of 31° 28' 35" and a radius of 1050.00 feet, a chord bearing and distance of South 79° 38' 59" East, 569.61 feet to an iron pin set; Thence South 04° 14' 42" West, across said Long Road Development 0.119 acre tract, a distance of 1113.85 158.61 feet to a point; thence South 89 degrees 18 minutes 58 seconds East, continuing on and along said North line, a distance of 146.63 feet to a #5 rebar on the West line of a tract of real estate described in a deed to Fort Financial Credit Union, in Document Number 2010061282 in the Office of said Recorder; thence North 00 degrees 25 minutes 00 seconds West, on and along the West line of said Fort Financial tract, a distance of 211.11 feet to a #5 rebar at the Northwest corner thereof, also being a West corner of a 0.548 acre tract of real estate described in a second deed to Fort Financial Credit Union, in Document Number 2010061281 in the Office of said Recorder; thence North 01 degrees 52 minutes 32 seconds West, on and along the West line of said 0.548 acre tract and the Northerly projection thereof, a distance of 105.03 feet to a #5 rebar; thence North 89 degrees 59 minutes 34 seconds East, a distance of 281.16 feet to the point of curvature of a tangent circular curve to the right having a radius of 180.00 feet; thence Easterly, on and along the arc of said curve, an arc distance of 16.22 feet, being subtended by a long chord having a length of 16.21 and a bearing of South 87 degrees 25 minutes 34 seconds East to the point of tangency; thence South 84 degrees 50 minutes 42 seconds East and tangent to said curve, a distance of 64.94 feet to the point of curvature of a tangent circular curve to the left having a radius of 120.00 feet; thence Easterly, on and along the arc of said curve, an arc distance of 10.81 feet, being subtended by a long chord having a length of 10.81 and a bearing of South 87 degrees 25 minutes 34 seconds East to the point of tangency; thence North 89 degrees 59 minutes 34 seconds East and tangent to said curve, a distance of 92.35 feet to a #5 rebar on the West right-of-way line of said Oak Crossing; thence North 00 degrees 00 minutes 00 seconds East, on and along said West right-of-way line, a distance of 262.23 feet to the point of curvature of a tangent circular curve to the right having a radius of 200.00 feet; thence Northeasterly, continuing on and along said West right-of-way line, as defined by the arc of said curve, an arc distance of 179.66 feet, being subtended by a long chord having a length of 173.68 and a bearing of North 25 degrees 44 minutes 04 seconds East to the point of tangency; thence North 51 degrees 28 minutes 08 seconds East, continuing on and along said West right-of-way line and tangent to said curve, a distance of 113.23 feet to the point of curvature of a tangent circular curve to the left having a radius of 139.30 feet; thence Northeasterly, continuing on and along said West right-of-way line, as defined by the arc of said curve, an arc distance of 124.78 feet, being subtended by a long chord having a length of 120.65 and a bearing of North 25 degrees 48 minutes 28 seconds East to the point of tangency; thence North 00 degrees 08 minutes 48 seconds East, continuing on and along said West right-of-way line and tangent to said curve, a distance of 25.00 feet to the true point of beginning and containing 28.787 acres of land, more or less. Tract II: Easement rights described in Storm Sewer Easement by and between Long Road Development Company, LLC and Xxxxx Xxxxx Apartments, LLC of record in Instrument Number 200007170140692, as re-recorded in Instrument Number 200009140185673. EXHIBIT B MODIFICATIONS TO MULTIFAMILY LOAN AND SECURITY AGREEMENT The following modifications are made to the text of the Loan Agreement that precedes this Exhibitbeginning.