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Home My WebLink About2/15/2023 - Planning Commission - Agenda -RegularPlanning Commission Meeting AGENDA Wednesday, February 15, 2023, 7:00 PM Work Session 6:00PM Council Chambers Conference Room, City Hall, 114 North Broad Street: Regular Session 7:00PM Council Chambers, City Hall, 114 North Broad Street WORK SESSION 1.Call to Order 2.New Business A.Discussion of items on the February agenda 1. North Salem Court subdivision. 3.Adjournment REGULAR SESSION 1.Call to Order A.Pledge of Allegiance 2.Consent Agenda A.Minutes Consider acceptance of the minutes from the January 11, 2023, work session and regular meeting. 3.Old Business A.Amendment to the Zoning Ordinance Hold public hearing to consider the request of Friendship Salem Terrace, LLC, contract purchaser, and White Whale Two, LLC, property owner of 1871 Harrogate Drive (Tax Map # 128-1-5), and Friendship Salem Terrace, LLC, property owner of 1851 Harrogate Drive (Tax Map # 128-1-13) for rezoning the properties from RMF Residential Multifamily District, with conditions to HBD Highway Business District, with conditions. (Continued from the January 11, 2023, meeting. Petitioner has requested to postpone this item.) Page 1 of 49 4.New Business A.North Salem Court Townhomes Subdivision Consider the request for approval of the North Salem Court Townhomes preliminary and final plat filed by AI Development Group LLC, property owner and developer, for a 3.517-acre tract known as the North Salem Court Townhomes. 5.Adjournment City Council meeting, February 27, 2023, 6:30 p.m. Council Chambers, City Hall, 114 North Broad Street Page 2 of 49 Planning Commission Meeting MINUTES Wednesday, January 11, 2023, 7:00 PM Work Session 6:00PM Council Chambers Conference Room, City Hall, 114 North Broad Street: WORK SESSION 1. Call to Order A work session of the Planning Commission of the City of Salem, Virginia, was held in Council Chambers Conference Room, City Hall, 114 North Broad Street, Salem, Virginia, at 6:00 p.m. on January 11, 2023; there being the members of said Commission, to wit: Vicki G. Daulton, Chair; Denise P. King, Vice Chair; Reid Garst, Jackson Beamer, and Neil L. Conner; together with Mary Ellen Wines, Planning & Zoning Administrator; Maxwell Dillon, Planner; and Jim H. Guynn, Jr., City Attorney; and the following business was transacted: Chair Daulton called the meeting to order at 6:00 p.m. and reported that this date, place and time had been set for the Commission to hold a work session. 2. New Business A. Discussion of items on the January agenda 1. Harrogate. 2. Mill Lane properties A discussion was held regarding the January agenda items. 3. Adjournment Chair Daulton inquired if there were any other items for discussion and hearing none, adjourned the work session at 7:00 p.m. REGULAR SESSION 1. Call to Order A regular meeting of the Planning Commission of the City of Salem, Virginia, was held after due and proper notice in the Council Chambers, City Hall, 114 North Broad Street, Salem, Virginia, at 7:02 p.m., on January 11, 2023. Notice of such Page 3 of 49 hearing was published in the December 29, 2022, and January 5, 2023, issues of the "Salem Times Register," a newspaper published and having general circulation in the City of Salem. All adjacent property owners were notified via the U. S. Postal Service. The Commission, constituting a legal quorum, presided together with Jim H. Guynn, Jr., City Attorney; James E. Taliaferro, II, City Manager and Executive Secretary, ex officio member of said Commission, to wit; Charles E. Van Allman, Jr., Director of Community Development; Mary Ellen Wines, Planning & Zoning Administrator; and Maxwell Dillon, Planner, and the following business was transacted: A. Pledge of Allegiance 2. Election of Officers A. Election of Officers In accordance with 15.2-2217 of the Code of Virginia, consider the election of Chairman and Vice-Chairman for 2023. On motion by Denise King, seconded by Jackson Beamer and duly carried, Vicki Daulton was appointed Chair of the Planning Commission. On motion by Reid Garst, seconded by Neil Conner and duly carried, Denise "Dee" King was appointed Vice Chair of the Planning Commission. 3. Consent Agenda A. Minutes Consider acceptance of the minutes from the December 14, 2022, work session and regular meeting. Neil Conner motioned Consider acceptance of the minutes from the December 14, 2022, work session and regular meeting. Denise King seconded the motion. Ayes: Beamer, Conner, Daulton, Garst, King 4. Old Business A. Amendment to the Zoning Ordinance Hold public hearing to consider the request of Friendship Salem Terrace, LLC, contract purchaser, and White Whale Two, LLC, property owner of 1871 Harrogate Drive (Tax Map # 128-1-5), and Friendship Salem Terrace, LLC, property owner of 1851 Harrogate Drive (Tax Map # 128-1-13) for rezoning the properties from RMF Residential Multifamily District, with conditions to HBD Highway Business District, with conditions. (Continued from the December 14, 2022, meeting.) Page 4 of 49 Neil Conner motioned to continue until February 15, 2023, the request of Friendship Salem Terrace, LLC, contract purchaser, and White Whale Two, LLC, property owner of 1871 Harrogate Drive (Tax Map #128-1-5), and Friendship Salem Terrace, LLC, property owner of 1851 Harrogate Drive (Tax Map #128-1-13) for rezoning the properties from RMF Residential Multi-family District, with conditions to HBD Highway Business District, with conditions. Jackson Beamer seconded the motion. Ayes: Beamer, Conner, Daulton, Garst, King 5. New Business A. Amendment to the Zoning Ordinance Hold public hearing to consider the request of the City of Salem, property owner, of the 1900 block of Mill Lane (Tax Map # 179 - 2 - 1.1) for rezoning the property from AG Agriculture District to LM Light Manufacturing. Staff noted the following: The subject property, located at the 1900 block of Mill Lane, consists of approximately 12.281 acres and currently sits in AG Agriculture District. Acquired by the City of Salem in 2022, the City anticipates rezoning the property in order to create additional space for future industrial development. If approved, the City will market the property to prospective businesses which operate within the use types permitted by the LM Light Manufacturing District. While currently zoned AG Agriculture, the Future Land Use Map (FLUM) identifies the majority of this parcel as an Economic Development Area with a smaller component designated Residential. Though this parcel is addressed Mill Lane, there appears to be opportunities to possibly create additional access off of Southside Drive. The topography of the site provides a natural buffer between the area designated for potential future industrial development and the residential areas located to the south and southeast of the subject property. Despite bordering very few existing residential parcels, elevation changes and existing vegetation on—site serve as natural screening mechanisms. Any additional screening required by City Code would be identified and installed. Tommy Miller, Director of Economic Development, appeared before the Commission on behalf of the City of Salem and stated that the City acquired the property with a long-term vision of supporting future industrial business development. He stated that the current zoning is agricultural/single family and the City would like for it to be rezoned to light industrial zoning for the best future use and to complement the existing businesses in the area. Member Garst noted that there is no current tenant or buyer for the City, this is all being done for future plans. Page 5 of 49 Mr. Miller stated that there are no active projects for the property, but the property is being marketed. It was also noted that some of the property is in the 500-year flood plain. Edward Dyer, Helm Building, 1491 Southside Drive, appeared before the Commission and stated that he owns several properties in the City of Salem, and stated that a few months ago a discussion was held before the Commission about big A/C units and anything moving closer to the neighborhoods. This was not the future plan of Salem, and his question is why is Salem taking good manufacturing property in the East Bottom and changing it to residential, and then taking what is future plans for residential in the master plan and changing it to light manufacturing where it is closer to residential, a school, and a low-water bridge that can't currently support a sufficient amount of traffic? He also questioned the future plan for egress to make the land viable, and storm water issues related to the development. He stated that there are too many unknowns with the request. Typically, there is a more thought-out plan when a request is submitted, but nothing was submitted with the request. He questioned why a full set of plans was not submitted with the request like is required with other rezoning requests. A discussion was held regarding development of the property, plans required, due diligence being done, site plan procedure, etc. It was noted that the area is designated as an "Economic Development Area" in the Future Land Use Map. No other person(s) appeared related to the request. Neil Conner motioned to approve the request of the City of Salem, property owner, of the 1900 block of Mill Lane (Tax Map # 179 - 2 - 1.1) for rezoning the property from AG Agriculture District to LM Light Manufacturing. Reid Garst seconded the motion. Ayes: Conner, Daulton, Garst, King Nays: Beamer B. Amendment to the Zoning Ordinance Hold public hearing to consider the request of Charles N Dorsey, property owner, of 1900 Mill Lane (Tax Map # 179 - 2 - 1) for rezoning the property from AG Agriculture District and RSF Residential Single-Family District to RSF Residential Single-Family District. Staff noted the following: The subject property consists of 2.456 acres which is currently split zoned to include both the RSF Residential Single-Family District and AG Agriculture District. Formerly part of a larger farm spanning over 27 acres, a 1997 ordinance adopted by the Salem City Council allowed for 1.553 acres of the total property area to be modified from the Agricultural District to a Residential District. Several subsequent subdivisions culminated in the ultimate split-zoning of the subject property, which is now moving through the rezoning process in an attempt to remove that designation. Page 6 of 49 The applicants utilize the property as a residence, and thus are seeking to remove the AG Agriculture component of its zoning classification. The Future Land Use Map (FLUM) identifies this area as Residential, consistent with the proposed rezoning. Tommy Miller, Economic Development Director, reappeared before the Commission on behalf of the property owner and stated that the request is to remove the split zoning of the property so that the parcel would be zoned RSF only for intended development. It was noted that there is no current/active plan to develop the property at this time. No other person(s) appeared related to the request. Denise King motioned to approve the request of Charles N Dorsey, property owner, of 1900 Mill Lane (Tax Map # 179 - 2 - 1) for rezoning the property from AG Agriculture District and RSF Residential Single-Family District to RSF Residential Single-Family District. Reid Garst seconded the motion. Ayes: Beamer, Conner, Daulton, Garst, King 6. Adjournment Having no other items before the Commission, on motion by Member Conner, seconded by Member Beamer and duly carried, meeting was adjourned at 7:29 p.m. City Council meeting, January 23, 2023, 6:30 p.m. Council Chambers, City Hall, 114 North Broad Street Page 7 of 49 AT A REGULAR MEETING OF THE PLANNING COMMISSION OF THE CITY OF SALEM, VIRGINIA held in the Council Chambers of City Hall, 114 North Broad Street Salem, VA 24153 AGENDA ITEM: SUBMITTED BY: Amendment to the Zoning Ordinance Hold public hearing to consider the request of Friendship Salem Terrace, LLC, contract purchaser, and White Whale Two, LLC, property owner of 1871 Harrogate Drive (Tax Map # 128-1- 5), and Friendship Salem Terrace, LLC, property owner of 1851 Harrogate Drive (Tax Map # 128-1-13) for rezoning the properties from RMF Residential Multi-family District, with conditions to HBD Highway Business District, with conditions. Mary Ellen Wines, CZA CFM, Planning & Zoning Administrator SUMMARY OF INFORMATION: SITE CHARACTERISTICS: Zoning: RMF Residential Multi-family Land Use Plan Designation: Residential Existing Use: Civic – Assisted Care Residence Proposed Use: Commercial – Life Care Facility The subject properties consist of a 4.116-acre parcel located at 1851 Harrogate Drive and a 2.084-acre parcel located adjacent 1871 Harrogate Drive. Both of these parcels currently sit in the RMF Residential Multi-family District with each property subject to the following conditions implemented by City Council in 2005: 1.The Harrogate II site will be developed in substantial conformity with the site plan prepared by Collins & Kronstadt Leahy, Hogan, Collins Draper LLP and dated 3-11- 05, except as revisions are required during development plan review. 2.Construction traffic will access the site from Murrell Avenue. The current operations of Friendship Salem Terrace LLC on the parcel located at 1851 Harrogate Drive fall under the “assisted care residence” use type, allowing for a semi- independent lifestyle for residents that does not reach the level of care provided in nursing homes. If approved, the applicants intend to expand the operations at 1851 Harrogate Drive to 1871 Harrogate Drive to a “life care facility” which encompasses care for individuals ranging and progressing from independence to nursing home type care. As a part of the rezoning process, the applicant has requested to replace the existing proffered conditions applicable to the two subject properties with the following four proffers: Page 8 of 49 1. The property shall be developed in substantial conformity with the renderings and the drawings prepared by SFCS Architects attached hereto as Exhibit A. 2. The property may only be used as a Life Care Facility and for no other purpose permitted under the City of Salem Zoning Ordinances. 3. Except for emergency ingress and egress to the property which may be required by the City of Salem Fire-EMS, no access to or from Murrell Road shall be permitted. 4. The lot lines between Tax Parcel 128-1-13 and Tax Parcel 128-1-5 shall be vacated and the parcels combined once Friendship Foundation acquires Tax Parcel 128-1- 5 from White Whale Two, LLC. In summation, if approved, the two properties at 1851 and 1871 Harrogate will be rezoned from RMF Residential Multi-family to HBD Highway Business District, utilized as a Life Care Facility, and combined into one singular tax parcel. REQUIREMENTS: The proposal meets the requirements of Section 106-214.3. Site development regulations for HBD. OPTIONS: 1. Recommend approval of the request with the updated proffers. 2. Recommend denial of the request. Page 9 of 49 AT A REGULAR MEETING OF THE PLANNING COMMISSION OF THE CITY OF SALEM, VIRGINIA held in the Council Chambers, City Hall, 114 North Broad Street, Salem, VA 24153 AGENDA ITEM: Major Subdivision Consider the request for approval of the North Salem Court Townhomes preliminary and final plat filed by AI Development Group LLC, property owner and developer, for a 3.517-acre tract known as the North Salem Court Townhomes. SUBMITTED BY: Mary Ellen Wines, CZA CFM, Planning & Zoning Administrator SUMMARY OF INFORMATION: SITE CHARACTERISTICS: Zoning: RMF Residential Multi-Family District Land Use Plan Designation: Residential Existing Use: 3 vacant parcels Proposed Use: Townhomes The subject property consists of 3 parcels (1.558, 1.307, and 0.3654 acres) located along Thompson Memorial Drive, north of Easy Street and just south of Westminister Place. In December 1997 these parcels were rezoned, with proffered conditions, to allow a maximum of 33 townhomes. This plat would create 34 total lots (33 townhome lots, 1 common area lot) for the North Salem Court Townhomes. Parking will be in the front of the townhomes and the ten middle units will include rear access garages. The stormwater management area will be located within the common area lot. STAFF RECOMMENDATION: Staff notes that the site plan (attached) was approved in October 2022, and the proposed subdivision plat meets the City of Salem Subdivision Ordinance and recommends approval subject to comments. Page 10 of 49 DRAWN APPROVED CHECKED PROJECT:21067 12/14/2022 JTS SITE STATE OF VIRGINIA COMMONWEALTH AT LARGE I, , A NOTARY PUBLIC IN AND FOR THE AFORESAID STATE DO HEREBY CERTIFY THAT , WHOSE NAME IS SIGNED TO THE FOREGOING INSTRUMENT, HAS PERSONALLY APPEARED BEFORE ME AND ACKNOWLEDGED THE SAME ON THIS DAY OF , 20 . NOTARY PUBLIC MY COMMISSION EXPIRES KNOW ALL MEN BY THESE PRESENTS, TO WIT: THAT AI DEVELOPMENT GROUP LLC, IS THE FEE SIMPLE OWNER OF THE LAND, TO BE COMBINED, SHOWN HEREON BOUNDED BY CORNERS 1 THRU 7 TO 1, AND IS A PORTION OF THE LAND CONVEYED TO SAID OWNER BY DEED AS RECORDED IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE CITY OF SALEM, VIRGINIA, SEE INSTRUMENT NO. 210003546 IN WITNESS THEREOF IS HEREBY PLACED THE FOLLOWING SIGNATURES AND SEALS. OWNER OR AUTHORIZED AGENT: AI DEVELOPMENT GROUP LLC.DATE: THE DESCRIBED OWNER ABOVE HEREBY DEDICATES TO PUBLIC USE, ALL PUBLIC EASEMENTS SHOWN HEREON. NOTES: 1. OWNER OF RECORD: 2. LEGAL REFERENCE: 3. TAX MAP NUMBER(S): 4. CURRENT ZONING: 5. REFERENCE PLATS: 6. THIS PLAT IS BASED ON A CURRENT FIELD SURVEY IN ACCORDANCE WITH "MINIMUM STANDARDS AND PROCEDURES FOR LAND BOUNDARY SURVEYING PRACTICE" AS DEFINED IN VA. DPOR STANDARDS. 7. BY GRAPHIC PLOTTING ONLY, THE SUBJECT PROPERTY LIES WITHIN F.E.M.A. DEFINED ZONE X. SEE MAP NUMBER 51161C0141G, EFFECTIVE DATE OF SEPTEMBER 28, 2007. THIS OPINION IS BASED ON THE AFORESAID MAP AND HAS NOT BEEN VERIFIED BY ACTUAL FIELD ELEVATIONS. 8. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND MAY NOT SHOW ALL ENCUMBRANCES 9. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY. 10. CAPPED IRONS SHALL BE SET AT ALL NEW LOT, CORNERS, AFTER MASS GRADING 11.PLAT RECORDATION DOES NOT CONSTITUTE A CONVEYANCE OF LAND, WHICH IS ONLY DONE BY RECORDED DEED AI DEVELOPMENT GROUP LLC. INSTRUMENT NO. 210003546 47-4-23 (0.652 ACRES); 47-4-23.1 (1.307 ACRES); 47-4-24 (1.558 ACRES) RMF - RESIDENTIAL MULTI FAMILY P.B. 6 PG. 65 APPROVED: SUBDIVISION AGENT CITY OF SALEM THE PLATTING AND SUBDIVISION OF LOTS 1-33 CONTAINING 1.527 ACRES IN LOTS BEING A PORTION OF TAX PARCEL(S) 47-4-24; 47-4-23.1; 47-4-23 CITY OF SALEM, INST.NO.210003546, CONTAINING 3.517 ACRES AND DESIGNATED AS NEW PARCEL 'B2' IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY, THAT ALL PUBLIC EASEMENTS SHOWN ON THE PLAT ARE IRREVOCABLY OFFERED FOR DEDICATION TO PUBLIC USE; AND THAT ALL LOTS ARE SUBJECT TO CERTAIN COVENANTS AND RESTRICTIONS IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF THE CITY. SOURCE OF TITLE CERTIFICATE: THIS PROPERTY WAS CONVEYED TO AI DEVELOPMENT GROUP LLC. BY INSTRUMENT NO. 210003546 BEING RECORDED IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE CITY OF SALEM, VIRGINIA. JASON SCOTT CALDWELL, SURVEYOR DATE IN THE CLERK'S OFFICE FOR THE CIRCUIT COURT OF THE CITY OF SALEM, VIRGINIA, THIS PLAT WAS PRESENTED AND WITH THE CERTIFICATE OF ACKNOWLEDGMENT THERETO ANNEXED, ADMITTED TO RECORD AT O'CLOCK__.M ON THIS THE________DAY OF_____________, 2022, IN PLAT BOOK_____, PAGE_____. BY: CLERK DEPUTY CLERK LEGEND STORM DRAIN EASEMENT CENTERLINE SANITARY SEWER EASEMENT PUBLIC DRAINAGE EASEMENT PUBLIC UTILITY EASEMENT NOW OR FORMER DEED BOOK RIGHT OF WAY PLAT BOOK PAGE PARCEL LINE CENTERLINE MONUMENT SET MONUMENT FOUND CALCULATED POINT PG PB R/W DB N/F P.U.E P.D.E. S.S.E CL S.D.E WATERLINE EASEMENTW.L.E. W.M.E. WATER METER EASEMENT STORM WATER MANAGEMENTSWM EXISTINGEX. INST. INSTRUMENT IPF IRON PIN FOUND UTILITY POLE MINIMUM BUILDING LINEM.B.L. EASY ST. S.S.E. / W.L.E. / S.D.E. SWM EASEMENT UTILITY EASEMENT ACCESS EASEMENT APPROVED: EXECUTIVE SECRETARY CITY OF SALEM PLANNING COMMISSION DATE DATE James E. Taliaferro, II, P.E., L.S Charles E. Van Allman Jr., P.E., L.S. – Director of Community 2023 Change from Tax Parcel numbers to legal descriptions Legal description Page 11 of 49 N4° 46' 14"E 200.00' S85° 13' 46"E 443.00' S85° 17' 27"E 460.85' N2° 13' 46"W 49.18' N 3 ° 5 5 ' 5 6 " W 1 5 2 . 9 5 ' N2 ° 0 5 ' 4 6 " W 1 5 1 . 1 0 ' S4 ° 5 0 ' 2 1 " W 14 9 . 7 8 ' S4 ° 5 0 ' 2 1 " W 20 0 . 0 0 ' DRAWN APPROVED CHECKED PROJECT:21067 12/14/2022 1" = 30'JTS PROP. LINE TO BE VACATED PROP. LINE TO BE VACATED IPF REBAR FOUND 0.73' RIGHT OF LINE AND 3.79' FROM CORNER IPF IPFIPFIPF IPF 1 2 3 4 5 6 7 NOTE: SEE SHEET 6 FOR ADJOINER INFORMATION EXISTING 12' WATERLINE EASEMENT P.B. 6 PG. 65 REBAR FOUND ON LINE 169.28' FROM 5 73.93' 19.36'19.02' TOTAL: EXISTING 10' DRAINAGE EASEMENT P.B. 4 PG. 70 EXISTING 15' P.U.E. P.B. 2 PG. 34 Scale: 1" = 30' 30030 N/F AI DEVELOPMENT GROUP LLC. TM# 47-4-24 INST# 210003546 AREA: 1.558 ACRES N/F AI DEVELOPMENT GROUP LLC. TM# 47-4-23.1 INST# 210003546 AREA: 1.307 ACRES N/F AI DEVELOPMENT GROUP LLC. TM# 47-4-23 INST# 210003546 AREA: 0.652 ACRES NA D 8 3 ( 2 0 1 1 ) VI R G I N I A S O U T H Z O N E GR I D N O R T H 348.54' NEW PARCEL 'B2' COMBINING TM# 47-4-24 (1.558 ACRES) PLUS TM# 47-4-23.1 (1.307 ACRES) PLUS TM# 47-4-32 (0.652 ACRES) FOR A TOTAL OF 3.517 ACRES Page 12 of 49 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 2324252627282930313233 N4 ° 2 3 ' 4 9 " E 68 . 7 7 ' N4 ° 5 0 ' 0 6 " E 68 . 7 1 ' N4 ° 2 3 ' 4 9 " E 68 . 8 1 ' N4 ° 2 3 ' 4 9 " E 68 . 8 4 ' N4 ° 2 3 ' 4 9 " E 68 . 8 8 ' N4 ° 2 3 ' 4 9 " E 68 . 9 2 ' N4 ° 2 3 ' 4 9 " E 68 . 9 6 ' N4 ° 2 3 ' 4 9 " E 68 . 9 9 ' N4 ° 2 3 ' 4 9 " E 69 . 0 3 ' N4 ° 2 3 ' 4 9 " E 69 . 0 7 ' N4 ° 2 3 ' 4 9 " E 69 . 1 0 ' N4 ° 2 3 ' 4 9 " E 69 . 1 4 ' S4 ° 3 8 ' 0 3 " W 69 . 2 0 ' N4 ° 2 2 ' 1 9 " E 68 . 2 0 ' L1L2 N4 ° 2 2 ' 1 9 " E 68 . 0 5 ' N4 ° 2 2 ' 1 9 " E 67 . 9 0 ' N4 ° 2 2 ' 1 9 " E 67 . 7 6 ' N4 ° 2 2 ' 1 9 " E 67 . 6 1 ' N4 ° 2 2 ' 1 9 " E 67 . 4 6 ' N4 ° 2 2 ' 1 9 " E 67 . 3 2 ' N4 ° 2 2 ' 1 9 " E 67 . 1 7 ' N4 ° 2 2 ' 1 9 " E 67 . 0 3 ' S4 ° 1 9 ' 2 1 " W 66 . 8 0 ' N2 ° 5 2 ' 4 9 " E 58 . 2 8 ' N3 ° 4 8 ' 5 9 " E 58 . 7 2 ' N3 ° 4 8 ' 5 9 " E 59 . 0 4 ' N3 ° 4 8 ' 5 9 " E 59 . 3 6 ' N3 ° 4 8 ' 5 9 " E 59 . 6 7 ' N3 ° 4 8 ' 5 9 " E 59 . 9 9 ' N3 ° 4 8 ' 5 9 " E 60 . 3 1 ' N3 ° 4 8 ' 5 9 " E 60 . 6 2 ' N3 ° 4 8 ' 5 9 " E 60 . 9 4 ' N3 ° 4 8 ' 5 9 " E 61 . 2 6 ' N3 ° 4 8 ' 5 9 " E 61 . 5 8 ' S4 ° 1 8 ' 5 9 " W 62 . 0 6 ' N82° 23' 56"W 53.85' S85° 17' 27"E 460.85' N2° 13' 46"W 49.18' N 3 ° 5 5 ' 5 6 " W 1 5 2 . 9 5 ' N2 ° 0 5 ' 4 6 " W 1 5 1 . 1 0 ' S85° 22' 48"E 367.73' N85° 35' 57"W 285.15' S85° 34' 06"E 337.46' N84° 55' 10"W 336.03' S64° 03' 30"W 43.10' N70° 37' 16"W 45.05' S85° 18' 00"E 310.33' N85° 18' 16"W 367.98' N4° 22' 33"E 58.86' S4 ° 5 0 ' 2 1 " W 14 9 . 7 8 ' S4 ° 5 0 ' 2 1 " W 20 0 . 0 0 ' DRAWN APPROVED CHECKED PROJECT:21067 12/14/2022 1" = 30'JTS :TOTAL 15' UTILITY EASEMENT 15' UTILITY EASEMENT 15' UTILITY EASEMENT 15' UTILITY EASEMENT 28.00'28.00'28.00'28.00'28.00'28.00' 28.00'28.00'28.00'28.00' 28.00'28.00'28.00'28.00'28.00'28.00'28.00'28.00'28.00'28.00' 28.00'28.00'28.00'28.00'28.00'28.00'28.00'28.00' 28.00'28.00'28.00'28.00'28.00'28.00'28.00'28.00' 28.00'28.00'28.00'28.00'28.00'28.00'28.00'28.00'28.00' 28.01'28.01'28.01'28.01'28.01'28.01'28.01'28.01'28.01' 40.98' 43.62' 43.09' 44.64' 44.36' 43.03' 43.08' 18.06' 42.98' 43.30':TOTAL :TOTAL :TOTAL TOTAL: TOTAL: 43.30' 43.03' IPF REBAR FOUND 0.73' RIGHT OF LINE AND 3.79' FROM CORNER IPF IPFIPFIPF IPF 1 2 3 4 5 6 7 NOTE: SEE SHEET 4 FOR S.S.E. , W.L.E. , P.U.E. , AND S.D.E. DETAIL NOTE: SEE SHEET 6 FOR ADJOINER INFORMATION EXISTING 12' WATERLINE EASEMENT P.B. 6 PG. 65 REBAR FOUND ON LINE 169.28' FROM 5 Scale: 1" = 30' 30030 :TIE TIE: :TIE 73.93' 19.36'19.02' 348.54' TOTAL: EXISTING 10' DRAINAGE EASEMENT P.B. 4 PG. 70 EXISTING 15' P.U.E. P.B. 2 PG. 34 CL OF 20' W.L.E. CL OF 20' W.L.E. CL OF 20' S.S.E. CL OF 20' S.S.E. CL OF 30' S.S.E. / W.L.E. CL OF 20' W.L.E. CL OF 20' S.S.E. SWM EASEMENT CL OF 15' S.D.E. NEW VARYING WIDTH INGRESS / EGRESS ACCESS AND SWM EASEMENT SEE SHEET 5 FOR DETAIL NA D 8 3 ( 2 0 1 1 ) VI R G I N I A S O U T H Z O N E GR I D N O R T H NEW PARCEL 'B2' REMAINING 1.990 ACRES AFTER SUBDIVISION OF LOTS 1-33 Public Public Page 13 of 49 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 2324252627282930313233 N4° 22' 33"E 58.86' S85° 17' 27"E 460.85' N2° 13' 46"W 49.18' N3° 55' 56"W 152.95' N2 ° 0 5 ' 4 6 " W 1 5 1 . 1 0 ' N85° 35' 58"W 431.61' N85° 13' 46"W 415.46' N82° 23' 56"W 53.85' L4 L5 L20 L8 L9 L 1 0 L1 1 L12 L13 L14 L15 L16 L17 L 1 8 L19 L6 L7 L2 5 L24 L23 L2 1 L3 L5 9 L2 6 L27 L28 L2 9 L31 L30 L22 S4 ° 5 0 ' 2 1 " W 14 9 . 7 8 ' S4 ° 5 0 ' 2 1 " W 20 0 . 0 0 ' DRAWN APPROVED CHECKED PROJECT:21067 12/14/2022 1" = 30'JTS 15' UTILITY EASEMENT 15' UTILITY EASEMENT 15' UTILITY EASEMENT 15' UTILITY EASEMENT IPF REBAR FOUND 0.73' RIGHT OF LINE AND 3.79' FROM 4 IPF IPFIPFIPF REBAR FOUND ON LINE 169.28' FROM 3 IPF 1 2 3 4 5 6 7 EXISTING 12' WATERLINE EASEMENT P.B. 6 PG. 65 TIE: 130.69' FROM 4 TO A TIE: 17.32' FROM 4 TO B :T O T A L 3 TO 4 5 TO 6 TOTAL: B A CTIE: 6.91' FROM 5 TO C Scale: 1" = 30' 30030 CL OF 20' W.L.E. CL OF 20' W.L.E. CL OF 20' S.S.E. CL OF 20' S.S.E. CL OF 30' S.S.E. / W.L.E. CL OF 20' W.L.E. CL OF 20' S.S.E. 73.93' 19.36'19.02' TOTAL: EXISTING 10' DRAINAGE EASEMENT P.B. 4 PG. 70 EXISTING 15' P.U.E. P.B. 2 PG. 34 DTIE: 17.21' FROM 5 TO D :TOTAL 0.95' 19.81' 31.10' :TOTAL 28.75' 6.29' :TOTAL 9.53' 11.78' ETIE: 25.44' FROM 6 TO E T O T A L : CL OF 15' S.D.E.21 . 5 7 ' 37 . 2 9 ' :TOTAL NOTE: SEE SHEET 6 FOR ADJOINER INFORMATION NOTE: SEE SHEET 6 FOR EASEMENT TABLE :TIE NA D 8 3 ( 2 0 1 1 ) VI R G I N I A S O U T H Z O N E GR I D N O R T H S.S.E. / W.L.E. 348.54' NEW PARCEL 'B2' REMAINING 1.990 ACRES AFTER SUBDIVISION OF LOTS 1-33 Page 14 of 49 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 2324252627282930313233 S85° 17' 27"E 460.85' N2° 13' 46"W 49.18' N 3 ° 5 5 ' 5 6 " W 1 5 2 . 9 5 ' N2 ° 0 5 ' 4 6 " W 1 5 1 . 1 0 ' S81° 33' 04"E 41.68' L32 L3 3 L34 L3 5 C 1 L3 6 C2 L3 7 L38 L3 9 C 3 L4 0 L41 L42 L4 3 L44 C 4 L4 5 C5L46 L47 L48 C 6 L4 9 L50 L5 1 L52 L5 3 L54L55 L56 L57 L58 S4 ° 5 0 ' 2 1 " W 14 9 . 7 8 ' S4 ° 5 0 ' 2 1 " W 20 0 . 0 0 ' Scale: 1" = 30' 30030 DRAWN APPROVED CHECKED PROJECT:21067 12/14/2022 1" = 30'JTS IPF REBAR FOUND 0.73' RIGHT OF LINE AND 3.79' FROM 4 IPF IPFIPFIPF REBAR FOUND ON LINE 169.28' FROM 3 IPF 1 2 3 4 5 6 7 EXISTING 12' WATERLINE EASEMENT P.B. 6 PG. 65 73.93' 19.36'19.02' TOTAL: EXISTING 10' DRAINAGE EASEMENT P.B. 4 PG. 70 EXISTING 15' P.U.E. P.B. 2 PG. 34 SWM EASEMENT NOTE: SEE SHEET 6 FOR ADJOINER INFORMATION NOTE: SEE SHEET 6 FOR EASEMENT TABLE F TIE: 52.99' FROM 7 TO F G7 TO G TIE: NEW VARYING WIDTH INGRESS / EGRESS ACCESS EASEMENT NA D 8 3 ( 2 0 1 1 ) VI R G I N I A S O U T H Z O N E GR I D N O R T H 348.54' NEW PARCEL 'B2' REMAINING 1.990 ACRES AFTER SUBDIVISION OF LOTS 1-33 Page 15 of 49 LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 BEARING N73°17'02"W N57°06'25"W N66°50'05"E N85°34'07"W N2°50'36"E N22°29'25"W N2°53'04"E S4°40'36"W S50°47'24"W S39°12'36"E S8°10'25"W S44°00'38"W N85°43'30"W S37°14'22"W N85°42'01"W N85°21'31"W N50°54'40"W N6°57'44"W N58°04'04"W S85°35'57"E DISTANCE 13.05 14.22 13.90 322.35 115.27 13.60 40.97 98.21 54.50 34.74 27.86 42.87 35.04 51.86 74.46 167.47 21.31 33.09 24.11 287.66 LINE TABLE LINE L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 L39 L40 BEARING N4°01'05"E S49°18'32"E S4°25'54"W S4°16'56"W N11°27'02"E N2°53'04"E S85°18'16"E S4°41'44"W S16°00'15"W S85°18'00"E N71°20'26"E S84°38'35"E N4°42'00"E S85°18'16"E S4°38'03"W S4°22'43"W S4°24'03"W N85°34'06"W N2°52'49"E N3°35'48"E DISTANCE 20.00 33.86 5.00 24.23 21.29 83.63 383.30 5.00 49.74 321.26 25.84 31.72 18.45 367.98 27.85 16.72 38.01 337.46 26.16 50.89 LINE TABLE LINE L41 L42 L43 L44 L45 L46 L47 L48 L49 L50 L51 L52 L53 L54 L55 L56 L57 L58 L59 BEARING N84°38'35"W S85°18'00"E N4°19'21"E S86°14'36"E S4°22'43"W N85°35'57"W N73°17'02"W N57°06'25"W N3°35'48"E N66°06'30"E N5°11'41"E S84°48'19"E S5°11'41"W N84°48'19"W S5°11'41"W N84°48'19"W N5°11'41"E S66°06'30"W N25°54'56"E DISTANCE 23.72 322.52 23.45 9.12 16.72 285.15 13.05 14.22 26.27 70.79 28.35 200.69 49.10 50.41 9.08 150.28 6.95 66.93 23.14 CURVE TABLE CURVE C1 C2 C3 C4 C5 C6 DELTA 68°09'51" 52°23'21" 63°04'16" 90°37'19" 82°42'10" 38°15'32" RADIUS 54.50 69.50 73.00 29.50 44.50 53.00 TAN 36.87 34.19 44.80 29.82 39.16 18.38 ARC 64.84 63.55 80.36 46.66 64.23 35.39 CHORD 61.08 61.36 76.36 41.95 58.80 34.74 BEARING S29°42'12"E S30°34'24"W N27°56'21"W S40°55'57"E S45°43'48"W N15°31'58"W PARCEL AREA TABLE PARCEL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 AREA (S.F.) 2980.0896 1926.0921 1927.1285 1928.1649 1929.2014 1930.2378 1931.2742 1932.3107 1933.3471 1934.3835 1935.4199 3078.0104 2863.1926 1907.4505 1903.3544 1899.2582 1895.1620 1891.0659 1886.9697 1882.8736 AREA (AC.) 0.068 0.044 0.044 0.044 0.044 0.044 0.044 0.044 0.044 0.044 0.044 0.071 0.066 0.044 0.044 0.044 0.044 0.043 0.043 0.043 PARCEL AREA TABLE PARCEL # 21 22 23 24 25 26 27 28 29 30 31 32 33 AREA (S.F.) 1878.7774 2880.8999 2673.4629 1719.6937 1710.8146 1701.9355 1693.0564 1684.1773 1675.2982 1666.4191 1657.5400 1648.6608 2424.1233 AREA (AC.) 0.043 0.066 0.061 0.039 0.039 0.039 0.039 0.039 0.038 0.038 0.038 0.038 0.056 DRAWN APPROVED CHECKED PROJECT:21067 12/14/2022 JTS 1 N/F WESTERMINISTER PLACE I HOMEOWNERS ASSOCIATION TM# 47-4-25 ZONED RMF 2 N/F SMALL, TYLER & SMALL, SHANNON TM# 47-4-25-1 ZONING RMF 3 N/F ASBURY ROGER A TM# 47-4-25-2 ZONING RMF 4 N/F MILES KEVIN W TM# 47-4-25-3 ZONING RMF 5 N/F LAWSON, KATHERINE G TM# 47-4-25-4 ZONING RMF 6 N/F JOHNSON ERIC A TM# 47-4-25-5 ZONING RMF 7 N/F HODGES DIANE M TM# 47-4-25-6 ZONING RMF 8 N/F WHITE TIMOTHY JOEL & WHITE SHERYL C TM# 47-4-25-7 ZONING RMF 9 N/F THOMAS STEPHANIE T TM# 47-4-25-8 ZONING RMF 10 N/F MECHANICAL SERVICES & INSTALLATION LLC TM# 47-4-25-9 ZONED RMF 11 N/F HARLOW, DEBORAH T TM# 47-4-25-10 ZONING RMF 12 N/F YEAHMAN, DAVID A JR TM# 47-4-25-11 ZONING RMF 13 N/F STACY BERTHA LOIS-LIFE ESTATE TM# 47-4-7 ZONING RSF 14 N/F ENGL CHRISTOPHER D & ENGL PAUL T JR TM# 47-4-9 ZONING RSF 15 N/F STOCKI, TARA TM# 47-4-11 ZONING RSF 16 N/F TAYLOR ROSE M TM# 47-4-12 ZONING RSF 17 N/F TICKLE, BLANCHE MERYLEEN TM# 47-4-14 ZONING RSF 18 N/F BARBARA A WOODS LIVING TRUST BARBARA A WOODS-TRUSTEE TM# 47-4-17 ZONING RSF 19 N/F HAGERMAN JOHN D TM# 47-4-18 ZONING RSF 20 N/F PETERS, DALE TM# 47-4-19 ZONING RSF 21 N/F CAKIC, MIRSAD & CAKIC, DAJANA TM# 47-4-20 ZONING RSF 22 N/F WILLIAMS NOLA E TM# 47-4-21 ZONING RSF 23 N/F MOORE, ALETA C TM# 47-4-22 ZONING RSF Add deed book reference or plat book references Incorrect owner information (14) Owner Name: Rodriguez-Sanchez, Martin & Ayala-Gonzalez, Xochitl Page 16 of 49 10-10-2022 Page 17 of 49 Page 18 of 49 Page 19 of 49 Page 20 of 49 Page 21 of 49 Page 22 of 49 Page 23 of 49 Page 24 of 49 Page 25 of 49 Page 26 of 49 Page 27 of 49 Page 28 of 49 Page 29 of 49 Page 30 of 49 Page 31 of 49 Page 32 of 49 Page 33 of 49 Page 34 of 49 Page 35 of 49 Page 36 of 49 Page 37 of 49 Page 38 of 49 Page 39 of 49 Page 40 of 49 UP A104 2 A104 4 F1 F1 F1 F1F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 NOTE 2NOTE 2 NOTE 2 NOTE 2 NOTE 2 NOTE 2 NOTE 2 20' - 2 1/4"7' - 7 3/4"20' - 4"7' - 8"20' - 4"7' - 8"20' - 4"7' - 8"20' - 4"7' - 8"20' - 4"7' - 8"20' - 4"7' - 8" 0' - 8"26' - 10"1' - 0"27' - 0"1' - 0"27' - 0"1' - 0"27' - 0"1' - 0"27' - 0"1' - 0"27' - 0"1' - 0"27' - 0"1' - 0" 27' - 10" 29'-0" 27'-0" 29'-0" 27'-0" 29'-0" 27'-0" 2' - 0 " 3 2 ' - 4 " 4 ' - 1 " 3 8 ' - 5 " 2' - 9 1/2" A100 3 UNFINISHED BASEMENT 3068 GARAGE 3068 8070 OVERHEAD DOOR CONCRETE PATIO DRIVE WAY, SEE SITE PLAN, TYP. CONCRETE APRON STAIR NOTE C BRICK VENEER, TYP. UNFINISHED BASEMENT 3068 GARAGE 8070 OVERHEAD DOOR CONCRETE PATIO DRIVE WAY, SEE SITE PLAN, TYP. CONCRETE APRON STAIR UNFINISHED BASEMENT 3068 GARAGE 8070 OVERHEAD DOOR CONCRETE PATIO DRIVE WAY, SEE SITE PLAN, TYP. CONCRETE APRON STAIR UNFINISHED BASEMENT 3068 GARAGE 8070 OVERHEAD DOOR CONCRETE PATIO DRIVE WAY, SEE SITE PLAN, TYP. CONCRETE APRON STAIR UNFINISHED BASEMENT 3068 GARAGE 8070 OVERHEAD DOOR CONCRETE PATIO DRIVE WAY, SEE SITE PLAN, TYP. CONCRETE APRON STAIR UNFINISHED BASEMENT 3068 GARAGE 8070 OVERHEAD DOOR CONCRETE PATIO DRIVE WAY, SEE SITE PLAN, TYP. CONCRETE APRON STAIR UNFINISHED BASEMENT 3068 GARAGE 8070 OVERHEAD DOOR CONCRETE PATIO DRIVE WAY, SEE SITE PLAN, TYP. CONCRETE APRON STAIR UNFINISHED BASEMENT CONCRETE PATIO A100.1 1 280'-8" A1043 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 NOTE 2 NOTE 2 NOTE 2 1' - 0" 20' - 4"7' - 8"20' - 4"7' - 8"20' - 7 1/2"8' - 2 3/4" 280'-8" 27' - 0"1' - 0"27' - 0"1' - 0"27' - 10 1/4" 28'-10"29' - 0"27' - 0" UNFINISHED BASEMENT 3068 GARAGE 8070 OVERHEAD DOOR CONCRETE PATIO DRIVE WAY, SEE SITE PLAN, TYP. CONCRETE APRON STAIR UNFINISHED BASEMENT 3068 GARAGE 8070 OVERHEAD DOOR CONCRETE PATIO DRIVE WAY, SEE SITE PLAN, TYP. CONCRETE APRON STAIR UNFINISHED BASEMENT 3068 GARAGE 8070 OVERHEAD DOOR CONCRETE PATIO DRIVE WAY, SEE SITE PLAN, TYP. CONCRETE APRON STAIR A100.1 2 A104 4 UNFINISHED BASEMENT 3068 NOTE C 8070 OVERHEAD DOOR 3068 CONCRETE APRON STAIR GARAGE F1 F1 F1 F1 F1 F1 CONCRETE PATIO DRIVEWAY, SEE SITE PLAN F1 F1 F14' - 1 1 / 2 " 3 2 ' - 8 " 5' - 4 1 / 4 " 1' - 0"16' - 4 1/2"10' - 5 1/2"1' - 0" 1' - 0"12' - 11 3/4"3' - 4 3/4"10' - 5 1/2"1' - 0" 10 " 6' - 6 1 / 2 " 11 ' - 1 0 1 / 2 " 12 ' - 7 " 5 1 / 2 " 6 ' - 0 " 10 " 28 ' - 0 1 / 4 " 5 1 / 2 " 10' - 2 1/4"10' - 0"7' - 7 3/4" 4' - 1 1 / 2 " 3' - 0 " 3' - 5"5' - 2 3/4"5' - 11"7' - 10 3/4"5' - 4 1/2" 27' - 10" E E CO N S T R U C T I O N D R A W I N G S F O R NO R T H S A L E M C O U R T T O W N H O M E S SA L E M , V A CITE TRAC Lic. No. 012757 H HUSAIN BADRE ALAM REV. DESCRIPTION DATE Alam Design Group ----- HA HA AS NOTED DRAWN BY: CHECKED BY: DESIGNED BY: SCALE: DATE: 9-2-2022 REVISIONS: SHEET No. · Planners · Architects · Construction Managers P.O. BOX 770 Daleville, Virginia 24083 Phone: (540) 966-3635 Fax: (540) 966-3634 V I N I G R FO E A NOMM W TL H C A IO A100 1/8" = 1'-0"1 BASEMENT / FOUNDATION PLAN 1/8" = 1'-0"2 BASEMENT / FOUNDATION PLAN - CONT. 1/4" = 1'-0"3 ENLARGED BASEMENT / FOUNDATION PLAN - UNIT 22 GARAGE SEPARATION REQUIREMENTS: A. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" TYPE X GYPSUM OR APPROVED EQUAL. B. WHERE SEPARATION IS A FLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL BE PROTECTED BY NOT LESS THAN 1/2" GYPSUM BOARD OR APPROVED EQUAL. C. PROVIDE 20 MINUTE FIRE RATED DOOR. PageVpnVofVpX UNFINISHED BASEMENT 3068 NOTE C 8070 OVERHEAD DOOR 3068 CONCRETE APRON GARAGE CONCRETE PATIO DRIVEWAY, SEE SITE PLAN E E UNFINISHED BASEMENT 3068 NOTE C 8070 OVERHEAD DOOR 3068 CONCRETE APRON GARAGE CONCRETE PATIO DRIVEWAY, SEE SITE PLAN E E 1' - 0"13' - 0 3/4"3' - 5 3/4"10' - 5 1/2"1' - 0"13' - 0 3/4"3' - 5 3/4"10' - 5 1/2"1' - 0" 20' - 4"7' - 8"20' - 4"7' - 8" 3' - 0 " 5' - 0 " 3' - 0 " 1' - 0 " 1' - 0 " 4 3/4"3' - 7"5' - 2 3/4"5' - 11"7' - 10 3/4"6' - 4 1/2"2' - 7"5' - 2 3/4"5' - 11"7' - 10 3/4"5' - 4 1/2" 29' - 0"27' - 0" 2' - 0 " 2' - 0 " 2' - 0 " 10 " 31 ' - 5 3 / 4 " 6' - 0 1 / 4 " 10 " 31 ' - 5 3 / 4 " 10 " 28 ' - 5 3 / 4 " F1 F1 F1 F1 F1 F1 F1 F1F1 F1F1 NOTE 2 NOTE 2 STAIR STAIR A1043 UNFINISHED BASEMENT 3068 NOTE C 8070 OVERHEAD DOOR 3068 CONCRETE APRON GARAGE CONCRETE PATIO DRIVEWAY, SEE SITE PLAN E NOTE 2 E 20' - 7 1/2"8' - 2 3/4" 1 ' - 0 " 3' - 0 " NOTE 3 NOTE 3 STAIR 10 " 31 ' - 5 3 / 4 " 6' - 0 1 / 4 " 10 " 28 ' - 5 3 / 4 " 1' - 0"13' - 4 3/4"3' - 4 3/4"10' - 0 1/2"1' - 0" 6' - 6 3 / 4 " 11 ' - 1 0 1 / 2 " 12 ' - 7 " 5' - 11 1/2"7' - 10 3/4"5' - 11"5' - 2 3/4"3' - 10" 28' - 10 1/4" 3' - 0 " 29 ' - 3 3 / 4 " F1 F1 F1 F1 F1 F1 F1 2 ' - 0 " CO N S T R U C T I O N D R A W I N G S F O R NO R T H S A L E M C O U R T T O W N H O M E S SA L E M , V A CITE TRAC Lic. No. 012757 H HUSAIN BADRE ALAM REV. DESCRIPTION DATE Alam Design Group ----- HA HA AS NOTED DRAWN BY: CHECKED BY: DESIGNED BY: SCALE: DATE: 9-2-2022 REVISIONS: SHEET No. · Planners · Architects · Construction Managers P.O. BOX 770 Daleville, Virginia 24083 Phone: (540) 966-3635 Fax: (540) 966-3634 V I N I G R FO E A NOMM W TL H C A IO A100.1 1/4" = 1'-0"1 ENLARGED BASEMENT / FOUNDATION PLAN - UNITS 18 & 19 GARAGE SEPARATION REQUIREMENTS: A. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" TYPE X GYPSUM OR APPROVED EQUAL. B. WHERE SEPARATION IS A FLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL BE PROTECTED BY NOT LESS THAN 1/2" GYPSUM BOARD OR APPROVED EQUAL. C. PROVIDE 20 MINUTE FIRE RATED DOOR. 1/4" = 1'-0"2 ENLARGED BASEMENT / FOUNDATION PLAN - UNIT 13 PageVprVofVpX WH D RE F . WH D RE F . WH D RE F . WH D RE F . WH D RE F . RE F . WH D RE F . WH D RE F . DN UP WH D RE F . WH D RE F . WH D RE F . RE F . WH D RE F . DN UP A104 1 27' - 0" UNIT 19 28' - 0" UNIT 18 28' - 0" UNIT 17 28' - 0" UNIT 16 28' - 0" A104 2 27' - 2" 0' - 4" UNIT 22 28' - 4" UNIT 21 28' - 0" UNIT 20 28' - 0" A104 4 19' - 6"35' - 11 1/4"20' - 0"8' - 0"20' - 0"8' - 0"20' - 0"7' - 11 3/4"20' - 0 1/4"8' - 0"20' - 0"8' - 0" 1' - 0"27' - 0"1' - 0"27' - 0"1' - 0"27' - 0"1' - 0"27' - 0"1' - 0"27' - 0"1' - 0"27' - 0"1' - 0" 3' - 6" 6' - 10 1/2"5' - 0"4' - 10" 6' - 9 1/2"1' - 2 1/2" 1' - 2 1/2" 1' - 2 1/2" 1' - 2 1/2" 1' - 2 1/2" 1' - 2 1/2" LIVING ROOM BEDROOM KITCHEN LAUND. BATH W.I.C. DECK FRONT ENTRY28682868 2668 2868 3068306820682868 A101 3 TUB/SHWR. W. LIVING ROOM BEDROOM KITCHEN LAUND. BATH W.I.C. DECK FRONT ENTRY28682868 2668 2868 3068306820682868 TUB/SHWR. W. LIVING ROOM BEDROOM KITCHEN LAUND. BATH W.I.C. DECK FRONT ENTRY28682868 2668 2868 3068306820682868 TUB/SHWR. W. LIVING ROOM BEDROOM KITCHEN LAUND. BATH W.I.C. DECK FRONT ENTRY28682868 2668 2868 3068306820682868 TUB/SHWR. W. LIVING ROOM BEDROOM KITCHEN LAUND. BATH W.I.C. DECK FRONT ENTRY28682868 2668 2868 3068306820682868 TUB/SHWR. W. LIVING ROOM BEDROOM KITCHEN LAUND. BATH W.I.C. DECK FRONT ENTRY28682868 2668 2868 3068306820682868 TUB/SHWR. W. LIVING ROOM BEDROOM KITCHEN LAUND. BATH W.I.C. DECK FRONT ENTRY28682868 2668 2868 3068306820682868 TUB/SHWR. W. DW DW DW DW DW DW DW A101.1 1 27' - 2 1/4" UNIT 15 28' - 0" UNIT 14 28' - 0" UNIT 13 28' - 0"0' - 4 1/4" 0' - 4" 32 ' - 0 " A1043 28' - 4"19' - 8"28' - 3 1/2"8' - 3" 1' - 0"27' - 0"1' - 0"27' - 0"1' - 0" 1' - 2 1/2" 1' - 2 1/2" 1' - 2 1/2" LIVING ROOM BEDROOM KITCHEN LAUND. BATH W.I.C. DECK FRONT ENTRY28682868 2668 2868 3068306820682868 TUB/SHWR. W. LIVING ROOM BEDROOM KITCHEN LAUND. BATH W.I.C. DECK FRONT ENTRY28682868 2668 2868 3068306820682868 TUB/SHWR. W. LIVING ROOM BEDROOM KITCHEN LAUND. BATH W.I.C. DECK FRONT ENTRY28682868 2668 2868 3068306820682868 TUB/SHWR. W. DW DW DW A101.1 2 LIVING ROOM BEDROOM KITCHEN LAUND. BATH W.I.C. DECK FRONT ENTRY28682868 2668 2868 3068 306820682868 TUB/ SHWR. W. 3 1/2"13' - 3 3/4"3' - 4 3/4"10' - 5 1/2"1' - 0" 3 1/2"6' - 10 1/2"5' - 0"4' - 10"10' - 5 1/2"1' - 0" 6' - 0 3 / 4 " 3 1 / 2 " 7' - 2 1 / 4 " 2' - 1 1 / 2 " 20 ' - 4 3 / 4 " 1' - 7 1 / 4 " 3 1/2"11' - 2"5' - 6 1/2"5' - 4"5' - 1 1/2"1' - 0" 2' - 0 " TLT VANITYD.W. C C CLST STAIR 3 1 / 2 " 8' - 8 1 / 4 " 4' - 1 " 11 ' - 1 0 1 / 2 " 6' - 8 1 / 4 " 3 1 / 2 " EGRESS GWB CEILING @ 8'-0" GWB CEILING @ 8'-0" GWB CEILING @ 8'-0" 4' - 11"10' - 2 3/4"7' - 8 1/4" 3 1 / 2 " 19 ' - 7 3 / 4 " 5' - 1 1 " 2' - 9 " 3 1 / 2 " 4' - 6 3/4" 27' - 4 1/2" 3' - 9 1/2"11' - 1 1/4"4' - 6 1/4"4' - 7 3/4"3' - 4 3/4" 27' - 5 3/4" 3' - 0 " 1' - 0 " 6" 4' - 6 1 / 4 " 4' - 6 1 / 4 " 31 ' - 1 1 " 6' - 0 3 / 4 " GWB CEILING @ 8'-0" CONCRETE SIDEWALK3068F CO N S T R U C T I O N D R A W I N G S F O R NO R T H S A L E M C O U R T T O W N H O M E S SA L E M , V A CITE TRAC Lic. No. 012757 H HUSAIN BADRE ALAM REV. DESCRIPTION DATE Alam Design Group ----- HA HA AS NOTED DRAWN BY: CHECKED BY: DESIGNED BY: SCALE: DATE: 9-2-2022 REVISIONS: SHEET No. · Planners · Architects · Construction Managers P.O. BOX 770 Daleville, Virginia 24083 Phone: (540) 966-3635 Fax: (540) 966-3634 V I N I G R FO E A NOMM W TL H C A IO A101 1/8" = 1'-0"1 MAIN FLOOR 1/8" = 1'-0"2 MAIN FLOOR - CONT. 1/4" = 1'-0"3 ENLARGED FLOOR PLAN - UNIT 22 D PageVpuVofVpX WH D RE F . WH D RE F . RE F . WH D RE F . LIVING ROOM BEDROOM KITCHEN BATH W.I.C. DECK FRONT ENTRY28682868 2668 2868 306820682868 TUB/ SHWR. TLT VANITY CLST STAIR EGRESS GWB CEILING @ 8'-0" GWB CEILING @ 8'-0" GWB CEILING @ 8'-0" GWB CEILING @ 8'-0" LIVING ROOM BEDROOM KITCHEN BATH W.I.C. DECK FRONT ENTRY28682868 2668 2868 306820682868 TUB/ SHWR. TLT VANITY CLST STAIR EGRESS GWB CEILING @ 8'-0" GWB CEILING @ 8'-0" GWB CEILING @ 8'-0" GWB CEILING @ 8'-0" 1' - 0"13' - 0 3/4"3' - 5 3/4"10' - 5 1/2"1' - 0"16' - 6 1/2"10' - 5 1/2"1' - 0" 3 1 / 2 " 8' - 8 1 / 4 " 19 ' - 7 3 / 4 " 3 1 / 2 " 3 1 / 2 " 19 ' - 7 3 / 4 " 5' - 1 1 " 2' - 9 " 3 1 / 2 " 5' - 1 0 3 / 4 " 3 1 / 2 " 8' - 8 1 / 4 " 21 ' - 0 1 / 2 " 1' - 7 1 / 4 " 3 1 / 2 " 1' - 0"6' - 8 3/4"5' - 0" 1' - 3 3/4" 3' - 5 3/4"10' - 5 1/2"1' - 0"13' - 0 3/4"3' - 5 3/4"10' - 5 1/2"1' - 0" 1' - 0"11' - 3 1/4"5' - 3 1/4" 5' - 3 3/4" 6 1/2"4' - 7 1/2"1' - 0"11' - 3 1/4"5' - 3 1/4"5' - 3 3/4" 6 1/2" 4' - 7 1/2"1' - 0" 8' - 0 3/4"3' - 0 3/4"5' - 5"10' - 5 1/2" 8' - 0 3/4"3' - 0 3/4"5' - 5"10' - 5 1/2"306830685' - 1 0 3 / 4 " 3 1 / 2 " 8' - 8 1 / 4 " 21 ' - 0 1 / 2 " 1' - 1 0 3 / 4 " D D C C C C 4' - 4 1/2"11' - 1"4' - 5 3/4"4' - 8 1/4"3' - 4 3/4"4' - 4 1/2"11' - 1"4' - 5 3/4"4' - 8 1/4"3' - 4 3/4" 19' - 11"8' - 1"19' - 11"8' - 1" 5' - 7"4' - 5"10' - 2 1/4"8' - 9 3/4"4' - 7"4' - 5"10' - 2 1/4"7' - 9 3/4" 27' - 0"29' - 0" F F 3' - 0 " 5' - 0 " 4 1 / 4 " 2' - 9 " 5' - 1 1 " 19 ' - 7 3 / 4 " 3 1 / 2 " 3' - 0 " 1' - 0 " 4' - 6 1 / 4 " 6" 1'-0" 7'-0" 1'-0" 6" 1' - 0 " LIVING ROOM BEDROOM KITCHEN BATH W.I.C. DECK FRONT ENTRY28682868 2668 2868 306820682868 TUB/ SHWR. TLT VANITY CLST STAIR EGRESS GWB CEILING @ 8'-0" GWB CEILING @ 8'-0" GWB CEILING @ 8'-0" GWB CEILING @ 8'-0"30685' - 9 3/4"4' - 5 1/2"10' - 2 1/4"8' - 0 1/4" 28' - 5 3/4" 1' - 0"13' - 4 3/4"3' - 4 3/4"10' - 4 1/2"3 1/2" 5' - 1 0 3 / 4 " 3 1 / 2 " 8' - 5 3 / 4 " 21 ' - 2 3 / 4 " 1' - 7 1 / 4 " 3 1 / 2 " 1' - 0"7' - 0"5' - 0" 1' - 4 3/4" 3' - 4 3/4"10' - 4 1/2"3 1/2" 3 1 / 2 " 2' - 9 " 5' - 1 1 " 19 ' - 7 3 / 4 " 3 1 / 2 " 1' - 0"11' - 3 1/4"5' - 6 1/2"5' - 3 3/4" 6 1/2" 4' - 6 1/2" 3 1/2" 8' - 0 3/4"3' - 0 3/4"5' - 8 1/4" 10' - 4 1/2"3 1/2" 4' - 7 1/2"11' - 1"4' - 6"4' - 11 1/2"3' - 3 1/2" 20' - 2 1/2"8' - 3" 28' - 5 3/4" 3' - 0 " 1 ' - 0 " CO N S T R U C T I O N D R A W I N G S F O R NO R T H S A L E M C O U R T T O W N H O M E S SA L E M , V A CITE TRAC Lic. No. 012757 H HUSAIN BADRE ALAM REV. DESCRIPTION DATE Alam Design Group ----- HA HA AS NOTED DRAWN BY: CHECKED BY: DESIGNED BY: SCALE: DATE: 9-2-2022 REVISIONS: SHEET No. · Planners · Architects · Construction Managers P.O. BOX 770 Daleville, Virginia 24083 Phone: (540) 966-3635 Fax: (540) 966-3634 V I N I G R FO E A NOMM W TL H C A IO A101.1 1/4" = 1'-0"1 MAIN FLOOR - ENLARGED FLOOR PLAN - UNITS 18 & 19 1/4" = 1'-0"2 MAIN FLOOR - ENLARGED FLOOR PLAN - UNIT 13 PageVppVofVpX DN A104 1 A104 2 A104 4 BEDROOM NO. 1 2868 BEDROOM NO. 2 CLST BATH CLST 2868 PR 2 668 PR 2 668 2668 F A A B B BEDROOM NO. 1 2868 BEDROOM NO. 2 CLST BATH CLST 2868 PR 2 668 PR 2 668 2668 F A A B B BEDROOM NO. 1 2868 BEDROOM NO. 2 CLST BATH CLST 2868 PR 2 668 PR 2 668 2668 F A A B B BEDROOM NO. 1 2868 BEDROOM NO. 2 CLST BATH CLST 2868 PR 2 668 PR 2 668 2668 F A A B B BEDROOM NO. 1 2868 BEDROOM NO. 2 CLST BATH CLST 2868 PR 2 668 PR 2 668 2668 F A A B B BEDROOM NO. 1 2868 BEDROOM NO. 2 CLST BATH CLST 2868 PR 2 668 PR 2 668 2668 F A A B B BEDROOM NO. 1 2868 BEDROOM NO. 2 CLST BATH CLST 2868 PR 2 668 PR 2 668 2668 F A A B B 27' - 5 3/4"29' - 0"27' - 0"29' - 0"27' - 0"29' - 0"27' - 0" 28' - 5 1/2"27' - 0"29' - 0"27' - 0"29' - 0"27' - 0"29' - 0" 13' - 3 3/4"3' - 4 3/4"10' - 5 1/2"1' - 0"13' - 1 3/4"3' - 4 3/4"10' - 5 1/2"1' - 0"13' - 1 3/4"3' - 4 3/4"10' - 5 1/2"1' - 0"13' - 1 3/4"3' - 4 3/4"10' - 5 1/2"1' - 0"13' - 1 3/4"3' - 4 3/4"10' - 5 1/2"1' - 0"13' - 1 3/4"3' - 4 3/4"10' - 5 1/2"1' - 0"13' - 1 3/4"3' - 4 3/4"10' - 5 1/2"1' - 0" 11' - 3 1/2"5' - 10 1/4"10' - 4"11' - 10"5' - 10 1/4"11' - 3 3/4"10' - 10"5' - 10 1/4"10' - 3 3/4"11' - 10"5' - 10 1/4"11' - 3 3/4"10' - 10"5' - 10 1/4"10' - 3 3/4"11' - 10"5' - 10 1/4"11' - 3 3/4"10' - 10"5' - 10 1/4"10' - 3 3/4" 9' - 7 1/4"11' - 4 1/4"7' - 6"9' - 1 3/4"11' - 4 1/4"6' - 6"10' - 1 3/4"11' - 4 1/4"7' - 6"9' - 1 3/4"11' - 4 1/4"6' - 6"10' - 1 3/4"11' - 4 1/4"7' - 6"9' - 1 3/4"11' - 4 1/4"6' - 6"10' - 1 3/4"11' - 4 1/4"7' - 6" A102 3 A102.1 1 A1043 PR 2 668 BEDROOM NO. 1 2868 BEDROOM NO. 2 CLST BATH CLST 2868 PR 2 668 PR 2 668 2668 F A A B B BEDROOM NO. 1 2868 BEDROOM NO. 2 CLST BATH CLST 2868 PR 2 668 PR 2 668 2668 F A A B B BEDROOM NO. 1 2868 BEDROOM NO. 2 CLST BATH CLST 2868 PR 2 668 PR 2 668 2668 F A A B B BEDROOM NO. 1 2868 BEDROOM NO. 2 CLST BATH CLST 2868 PR 2 668 PR 2 668 2668 F A A B B 3' - 4 3/4"10' - 5 1/2"1' - 0" 5' - 10 1/4"10' - 3 3/4" 11' - 4 1/4"7' - 6" A102.1 2 BEDROOM NO. 1 2868 BEDROOM NO. 2 CLST BATH CLST 2868 PR 2 668 PR 2 668 2668 F A A B B GWB CEILING @ 8'-0" VANITY TLT TUB/ SHWR. SHELF WITH RODSHELF WITH ROD STAIR 3 1/2"13' - 3 3/4"3' - 4 3/4"10' - 5 1/2"1' - 0" 3' - 9 1/4"5' - 10"2' - 0 3/4"7' - 2 3/4"2' - 0 3/4"3' - 1 1/2"4' - 4 1/2" 9' - 7 1/4"11' - 4 1/4"7' - 6" 28' - 5 1/2" 3 1/2"11' - 1 1/2"2' - 2 1/4"3' - 4 3/4"10' - 5 1/2"1' - 0" GWB CEILING @ 8'-0" 3 1 / 2 " 12 ' - 3 1 / 4 " 3 1 / 2 " 1' - 1 0 " 3 1 / 2 " 3 1 / 2 " 12 ' - 3 1 / 4 " 3 1 / 2 " 1' - 1 0 " 3 1 / 2 " EGRESSEGRESS 3 1 / 2 " 10 ' - 1 0 1 / 4 " 5' - 7 " 8' - 8 1 / 4 " 3 1 / 2 " 11' - 3 1/2"2' - 11"2' - 11"10' - 4" 27' - 5 1/2" 3 1/2"3' - 8 1/2"3' - 4 3/4"3' - 8"3 1/2" CO N S T R U C T I O N D R A W I N G S F O R NO R T H S A L E M C O U R T T O W N H O M E S SA L E M , V A CITE TRAC Lic. No. 012757 H HUSAIN BADRE ALAM REV. DESCRIPTION DATE Alam Design Group ----- HA HA AS NOTED DRAWN BY: CHECKED BY: DESIGNED BY: SCALE: DATE: 9-2-2022 REVISIONS: SHEET No. · Planners · Architects · Construction Managers P.O. BOX 770 Daleville, Virginia 24083 Phone: (540) 966-3635 Fax: (540) 966-3634 V I N I G R FO E A NOMM W TL H C A IO A102 1/8" = 1'-0"1 SECOND FLOOR PLAN 1/8" = 1'-0"2 SECOND FLOOR PLAN - CONT. 1/4" = 1'-0"3 ENLARGED SECOND FLOOR PLAN - UNIT 22 PageVp:VofVpX BEDROOM NO. 1 2868 BEDROOM NO. 2 CLST BATH CLST 2868 PR 2 668 PR 2 668 2668 GWB CEILING @ 8'-0" VANITY TLT TUB/ SHWR. SHELF WITH RODSHELF WITH ROD STAIR GWB CEILING @ 8'-0" EGRESSEGRESS F A A B B BEDROOM NO. 1 2868 BEDROOM NO. 2 CLST BATH CLST 2868 PR 2 668 PR 2 668 2668 GWB CEILING @ 8'-0" VANITY TLT TUB/ SHWR. SHELF WITH RODSHELF WITH ROD STAIR GWB CEILING @ 8'-0" EGRESSEGRESS F A A B B 1' - 0"13' - 1 3/4"3' - 4 3/4"10' - 5 1/2"1' - 0"13' - 1 3/4"3' - 4 3/4"10' - 5 1/2"1' - 0" 1' - 0"10' - 11 1/2"2' - 2 1/4"3' - 4 3/4"10' - 5 1/2"1' - 0"10' - 11 1/2"5' - 7"10' - 5 1/2"1' - 0" 3 1 / 2 " 12 ' - 3 " 3 1 / 2 " 12 ' - 3 " 2' - 1 3 / 4 " 3 1 / 2 " 2' - 1 3 / 4 " 3 1 / 2 " 3 1/2"3' - 8 1/2"3' - 4 3/4"3' - 8"3 1/2" 3 1/2"3' - 8 1/2"3' - 4 3/4"3' - 8"3 1/2" 9' - 1 3/4"2' - 1 1/4"7' - 2 1/2"2' - 0 1/2"3' - 1 1/4"3' - 4 3/4"4' - 4 1/2"5' - 9 1/4"2' - 1 1/4"7' - 2 1/2"2' - 0 1/2"3' - 1 1/4"4' - 4 3/4" 27' - 0"29' - 0" 11' - 10"2' - 11"2' - 11 1/2"11' - 3 1/2"10' - 10"2' - 11"2' - 11"10' - 4" 29' - 0"27' - 0" 3 1 / 2 " 10 ' - 1 0 1 / 4 " 5' - 7 " 8' - 8 1 / 4 " 3 1 / 2 " 3 1 / 2 " 10 ' - 1 0 1 / 4 " 5' - 7 " 8' - 8 1 / 4 " 3 1 / 2 " 3 1 / 2 " 12 ' - 3 " 2' - 1 3 / 4 " 3 1 / 2 " 3 1 / 2 " 12 ' - 3 " 2' - 1 3 / 4 " 3 1 / 2 " 3' - 6 " 3' - 6 " 3' - 6 " 3' - 6 " 2' - 0 " 2' - 0 " 2' - 0 " 7' - 2 1 / 4 " 2' - 0 " 7' - 2 1 / 4 " 7' - 2 1 / 4 " 2' - 0 " A1043BEDROOM NO. 1 2868 BEDROOM NO. 2 CLST BATH CLST 2868 PR 2 668 PR 2 668 2668 F A A B B GWB CEILING @ 8'-0" VANITY TLT TUB/ SHWR. SHELF WITH RODSHELF WITH ROD STAIR GWB CEILING @ 8'-0" EGRESSEGRESS 1' - 0"13' - 4 3/4"3' - 4 3/4"10' - 4 1/2"3 1/2" 4"3' - 8"3' - 4 3/4"3' - 8"3 1/2" 3 1 / 2 " 12 ' - 3 1 / 4 " 2' - 1 3 / 4 " 3 1 / 2 " 1' - 0"11' - 2 3/4"2' - 2 1/4"3' - 4 3/4"10' - 4 1/2"3 1/2" 3 1 / 2 " 12 ' - 3 1 / 4 " 2' - 1 " 4 1 / 2 " 3' - 6 1/2"5' - 10 1/2"2' - 1 1/4"7' - 2 1/2"2' - 0 1/2"3' - 5 1/4"3' - 3 1/4" 27' - 5 3/4" 3' - 6 " 3' - 6 " 12' - 1"5' - 10 1/2"10' - 6 1/4" 28' - 5 3/4" 2 ' - 0 " 7' - 2 1 / 4 " 2' - 11 1/4"2' - 11 1/4" 3' - 6 " 15 ' - 0 1 / 4 " 7' - 1 3 / 4 " 25 ' - 8 1 / 4 " CO N S T R U C T I O N D R A W I N G S F O R NO R T H S A L E M C O U R T T O W N H O M E S SA L E M , V A CITE TRAC Lic. No. 012757 H HUSAIN BADRE ALAM REV. DESCRIPTION DATE Alam Design Group ----- HA HA AS NOTED DRAWN BY: CHECKED BY: DESIGNED BY: SCALE: DATE: 9-2-2022 REVISIONS: SHEET No. · Planners · Architects · Construction Managers P.O. BOX 770 Daleville, Virginia 24083 Phone: (540) 966-3635 Fax: (540) 966-3634 V I N I G R FO E A NOMM W TL H C A IO A102.1 1/4" = 1'-0"1 SECOND FLOOR PLAN - ENLARGED FLOOR PLAN - UNITS 18 & 19 1/4" = 1'-0"2 SECOND FLOOR PLAN - ENLARGED FLOOR PLAN - UNIT 13 PageVp·VofVpX A104 1 A104 2 A104 4 NOTE 3, TYP. SLOPE: 8:12 SLOPE: 8:12 SL O P E : 9: 1 2 SL O P E : 9: 1 2 SL O P E : 9: 1 2 SL O P E : 9: 1 2 SL O P E : 6: 1 2 SL O P E : 6: 1 2 SL O P E : 3: 1 2 SL O P E : 3: 1 2 SLOPE: 8:12 SLOPE: 8:12 SL O P E : 9: 1 2 SL O P E : 9: 1 2 SL O P E : 9: 1 2 SL O P E : 9: 1 2 SL O P E : 6: 1 2 SL O P E : 6: 1 2 SL O P E : 3: 1 2 SL O P E : 3: 1 2 SLOPE: 8:12 SLOPE: 8:12 SL O P E : 9: 1 2 SL O P E : 9: 1 2 SL O P E : 9: 1 2 SL O P E : 9: 1 2 SL O P E : 6: 1 2 SL O P E : 6: 1 2 SL O P E : 3: 1 2 SL O P E : 3: 1 2 SLOPE: 8:12 SLOPE: 8:12 SL O P E : 9: 1 2 SL O P E : 9: 1 2 SL O P E : 9: 1 2 SL O P E : 9: 1 2 SL O P E : 6: 1 2 SL O P E : 6: 1 2 SL O P E : 3: 1 2 SL O P E : 3: 1 2 NOTE 3, TYP. A1043 SLOPE: 8:12 SL O P E : 9: 1 2 SL O P E : 9: 1 2 SL O P E : 6: 1 2 SL O P E : 3: 1 2 SLOPE: 8:12 SLOPE: 8:12 SL O P E : 9: 1 2 SL O P E : 9: 1 2 SL O P E : 9: 1 2 SL O P E : 9: 1 2 SL O P E : 6: 1 2 SL O P E : 6: 1 2 SL O P E : 3: 1 2 SL O P E : 3: 1 2 CO N S T R U C T I O N D R A W I N G S F O R NO R T H S A L E M C O U R T T O W N H O M E S SA L E M , V A CITE TRAC Lic. No. 012757 H HUSAIN BADRE ALAM REV. DESCRIPTION DATE Alam Design Group ----- HA HA AS NOTED DRAWN BY: CHECKED BY: DESIGNED BY: SCALE: DATE: 9-2-2022 REVISIONS: SHEET No. · Planners · Architects · Construction Managers P.O. BOX 770 Daleville, Virginia 24083 Phone: (540) 966-3635 Fax: (540) 966-3634 V I N I G R FO E A NOMM W TL H C A IO A103 1/8" = 1'-0"1 ROOF PLAN 1/8" = 1'-0"2 ROOF PLAN - CONT. NOTES: 1.DO NOT SCALE ROOF PLAN. ROOF PLAN IS FOR REFERENCE ONLY. 2.45 YR ASPHALT FIBERGLASS SHINGLES OVER 30# ROOFING FELT OVER 1/2" PLYWOOD ROOF SHEATHING, TYP. 3.PREFINISHED ALUMINUM GUTTER AND DOWNSPOUT. 4. OUTSIDE FACE OF EXTERIOR WALL BELOW. PageVphVofVpX NOTE 2 NOTE 10 12 8 NOTE 4 NOTE 2 NOTE 10 NOTE 4 NOTE 5 NOTE 6 NOTE 8 NOTE 9 NOTE 7 NOTE 3 NOTE 12 C AA BB C AA AA AA AA AA AA AA AA AA C BB C C BB C C BB C C BB C C BB C C BB C C BB C C BB C C BB C NOTE 2 NOTE 10 NOTE 4 NOTE 5 NOTE 6 NOTE 2 NOTE 10 NOTE 4 NOTE 5 NOTE 6 NOTE 2 NOTE 10 NOTE 4 NOTE 5 NOTE 6 NOTE 2 NOTE 10 NOTE 4 NOTE 5 NOTE 6 12 8 NOTE 15 NOTE 15NOTE 5 NOTE 5 NOTE 15NOTE 15 NOTE 5 NOTE 15NOTE 15NOTE 15 NOTE 15 NOTE 11NOTE 11 1'-0" 1'-0" NOTE 17 D NOTE 2 NOTE 10 NOTE 5 NOTE 6 E E F F NOTE 14 NOTE 13 CO N S T R U C T I O N D R A W I N G S F O R NO R T H S A L E M C O U R T T O W N H O M E S SA L E M , V A CITE TRAC Lic. No. 012757 H HUSAIN BADRE ALAM REV. DESCRIPTION DATE Alam Design Group ----- HA HA AS NOTED DRAWN BY: CHECKED BY: DESIGNED BY: SCALE: DATE: 9-2-2022 REVISIONS: SHEET No. · Planners · Architects · Construction Managers P.O. BOX 770 Daleville, Virginia 24083 Phone: (540) 966-3635 Fax: (540) 966-3634 V I N I G R FO E A NOMM W TL H C A IO A104 1/8" = 1'-0"1 South NOTES: 1.DO NOT SCALE ELEVATION. ELEVATION IS FOR REFERENCE ONLY. 2.45 YR ASPHALT FIBERGLASS SHINGLES OVER 30# ROOFING FELT OVER 1/2" PLYWOOD ROOF SHEATHING, TYP. 3.PREFINISHED ALUMINUM GUTTER AND DOWNSPOUT. DOWNSPOUT NOT SHOWN FOR CLARITY. SEE ROOF PLAN FOR MORE INFORMATION. 4.5/4 HARDIE BOARD FASCIA OVER 2X SUB FASCIA. 5. BOARD AND BATTEN TEXTURED SIDING. 6.JAMES HARDIE PREFINISHED LAP SIDING. 7. 5/4" X 4" JAMES HADIE CEMENT TRIM BOARD, TYP. 8.BRICK WATERTABLE, TYP. 9.BRICK VENEER, TYP. 10. CONTINUOUS RIDGE VENT. 11.6X6 P.T. WOOD COLUM WITH AZEK TRIM SURROUND, TYP. 12.CONCRETE RISERS TO GRADE, SEE SITE PLAN, TYP. 13.2X10 TRESSURED TRATED WOOD DECK SYSTEM W/ 2X6 WOOD DECKING. 14.P.T. WOOD RAILING SYSTEM. 15. JAMES HARDIE SHINGLE SIDING. NOTE 5 WINDOW NOTES/TYPES: A.PELLA 4-'0" X 4'-0" FIXED CASEMENT. B.PELLA 3'-0" X 5'-0" DOUBLE HUNG. (PROVIDE GRILLE AT LOCATIONS SHOWN IN ELEVATION). C. PELLA (2) 3'-0" X 5'-0" DOUBLE HUNG. (PROVIDE GRILLE AT LOCATIONS SHOWN IN ELEVATION). D. PELLA 4'-0" X 4'-0" FIXED. E.PELLA 4'-0" X 5'-0" FIXED. F. PELLA 2'-0" X 1'-4" FIXED. 1/8" = 1'-0"2 Elevation 1 - a 1/8" = 1'-0"3 Elevation 3 - a 1/8" = 1'-0"4 Elevation 2 - a NOTES CONT: 16. STONE VENEER, TYP. 17. TAPERED WOOD COLUM WITH AZEK TRIM SURROUND, TYP. PageVptVofVpX EXPOSED TO FIRE FROM EITHER SIDE U.L. DESIGN No. U336 LEGEND: 1) STEEL "C" RUNNERS 2) STEEL "H" STUDS 3) GYPSUM BOARD* 4) WOOD STUDS 5) GYPSUM BOARD 6) ATTACHMENT CLIPS EXPOSED TO FIRE FROM EITHER SIDE CONFIGURATION - B EXPOSED TO FIRE FROM EITHER SIDE U.L. DESIGN No. U336 EXT. WALL INTERSECTION - SIMILAR FOUNDATION DETAIL - SIMILAR INTERMEDIATE FLOOR - SIMILAR PLAN SECTION OF WALL STEEL ELECTRICAL OUTLET BOX MEMBRANE PENETRATION EXPOSED TO FIRE FROM EITHER SIDE U.L. DESIGN No. U336 TRUSS BEARING MAIN FLOOR TOP OF SUBFLOOR 2 x 4 WOOD STUDS @ 16" O.C. 1/2" GWB CEILING 2 - 2 x 4 TOP PLATES 4'-0" MIN. ALL FIRE RATED NOTATIONS TYPICAL AT BOTH SIDES OF WALL CAULK (SMOKE TIGHT JOINT) 2 x 2 CONT. LEDGERS ATTACHED TO SIDE OF TRUSS 1/2" FRT PLYWOOD ROOF SHEATHING 2 x 2 CONT. LEDGERS - TYP. 5/8" TYPE 'X' FIRE RATED GWB CL (2) 1" SHEETROCK BRAND GYPSUM PANELS SEALANT - CONT. (TYP.) 2 x 4 P.T. SILL PLATE WITH VAPOR BARRIER 2 x 4 WOOD STUDS @ 16" O.C. CONC. SLAB ON GRADE PRE-ENGINEERED WOOD ROOF TRUSSES AT 2'-0" O.C. 2X4 WOOD BLOCKING AT 4'-0" O.C. VERTICAL 1/2" GWB CEILING 3/4" T&G PLYWOOD SUBFLOOR 2X4 WOOD BLOCKING AT 4'-0" O.C. VERTICAL BASEMENT FLOOR TOP OF SLAB BASEMENT UPPER FLOOR ATTICATTIC BASEMENT UPPER FLOOR USG "H" STUD 2 - 2 x 4 TOP PLATES SEALANT - CONT. (TYP.) (2) 1" SHEETROCK BRAND GYPSUM PANELS ALL FIRE RATED NOTATIONS TYPICAL AT BOTH SIDES OF WALL CAULK (SMOKE TIGHT JOINT) 2 x 2 CONT. LEDGERS ATTACHED TO SIDE OF TRUSS 1/2" FRT PLYWOOD ROOF SHEATHING 2 x 2 CONT. LEDGERS - TYP. 5/8" TYPE 'X' FIRE RATED GWB TYP. AT BOTH SIDES OF FIRE SEPARATION WALL 2'-6" 1' - 0 " COMPLYING STEEL ELECTRICAL BOX 2'-0" MIN. SEPARATION COMPLYING STEEL ELECTRICAL BOX UL 336, SEE SHEET FOR MORE INFORMATION BOX SIZE ≤16 SQ. IN. WITH MAX OF 100 SQ. IN. PER 100 SQ. FT. OF WALL INSULATION NOT SHOWN FOR CLARIFY GENERAL CONTRACTOR SHALL CONTACT INSPECTION OFFICE TO SCHEDULE INSPECTION PRIOR TO CONCEALMENT OF FIRE RATED WALL ASSEMBLY. PROVIDE CONTINUOUS FIRE BLOCKING WHERE REQUIRED BY SECTION 302.1.(1). NO OPENINGS ALLOWED IN GABLE OR EAVE. EXTEND (2) 1" SHEETROCK BRAND GYPSUM PANELS TIGHT TO BOTTOM OF ROOF DECK IN ACCORDANCE WITH U336 EXTEND (2) 1" SHEETROCK BRAND GYPSUM PANELS TIGHT TO BOTTOM OF ROOF DECK IN ACCORDANCE WITH U336 ALL EXTERIOR FINISHES AT GABLE AND EAVE ADJACENT TO FIRE SEPARATION ASSEMBLY SHALL BE NON-COMBUSTIBLE CONSTRUCTION, TYP. 4'-0" MIN. CL TYP. AT BOTH SIDES OF FIRE SEPARATION WALL 4'-0" MIN. TYP. AT BOTH SIDES OF FIRE SEPARATION WALL 1/2" FRT PLYWOOD SHEATHING 2X FRT WOOD BLOCKING UPPER FLOOR TOP OF SUBFLOOR 1/2" GWB CEILING 2 - 2 x 4 TOP PLATES SEALANT - CONT. (TYP.) MAIN FLOORMAIN FLOOR 2X4 WOOD BLOCKING AT 4'-0" O.C. VERTICAL (2) 1" SHEETROCK BRAND GYPSUM PANELS SCALE: N.T.S. (FOR REFERENCE ONLY) SECTION A-10 1 32154 3_ 4 " AIR SPACE B B 6 54 3 2 4 5 6 4 5 SECTION B-B 2 X 4 STUD TWO 1" SHEETROCK BRAND GYPSUM LINER PANELS 2" USG STEEL C-RUNNER SHEETROCK BRAND GYPSUM SHEATHING EXTERIOR SURFACING SHEETROCK BRAND GYPSUM PANEL THERMAFIBER SAFB NO.15 ASPHALT FELTRETURN FIREWALL ON ONE SIDE OR BOTH SIDES OF LOT LINE WALL,AS REQUIRED USG STEEL H-STUD 18"MIN. 24"MAX. .063 ALUMINUM ANGLE CLIP THERMAFIBER SAFB SEALANT TWO 1" SHEETROCK BRAND GYPSUM PANELS JOIST 2" USG STEEL C-RUNNER SUITABLE FASTENER 24" O.C. THERMAFIBER SAFB SEALANT TWO 2" USG STEEL C-RUNNERS {"TYPE-S PAN HEAD SCREW .063 ALUMINUM ANGLE CLIPS AT EACH FLOOR LEVEL FIRE BLOCKING TWO 1" SHEETROCK BRAND GYPSUM LINER PANELS CO N S T R U C T I O N D R A W I N G S F O R NO R T H S A L E M C O U R T T O W N H O M E S SA L E M , V A CITE TRAC Lic. No. 012757 H HUSAIN BADRE ALAM REV. DESCRIPTION DATE Alam Design Group ----- HA HA AS NOTED DRAWN BY: CHECKED BY: DESIGNED BY: SCALE: DATE: 9-2-2022 REVISIONS: SHEET No. · Planners · Architects · Construction Managers P.O. BOX 770 Daleville, Virginia 24083 Phone: (540) 966-3635 Fax: (540) 966-3634 V I N I G R FO E A NOMM W TL H C A IO A115 3/4" = 1'-0"1 WALL SECTION Page6496of649