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Tyrone Planning Commission AgendaSeptember 13, 2018
7:00 PM
I. Call to Order
II. Approval of Agenda
III. Approval of Minutes from August 23, 2018
IV. Public Hearing
V. New Business
1. Consideration to approve a final plat for a property at the corner of Rockwood Road and Senoia Road for applicant Brett Vincent. Phillip Trocquet, Planning & Development Coordinator.
2. Consideration to approve a final plat for a property at the corner of SR-74 and Crestwood Road for applicant Vinod Mehta. Phillip Trocquet, Planning & Development Coordinator.
3. Consideration to approve a preliminary site plan for a new commercial structure at the corner of Rockwood Road and Senoia Road by applicant Brett Vincent. Phillip Trocquet, Planning & Development Coordinator.
VI. Staff Comments
VII. Commission Comments
VIII. Adjournment
Planning Commission
Jeff Duncan Chairman
Carl Schouw Commissioner
David Nebergall Vice-Chairman
Dia Hunter Commissioner
Scott Bousquet Commissioner
Staff
Phillip Trocquet Planning & Development Coordinator
Patrick Stough Town Attorney
Meeting Information
2nd & 4th Thursday of each month
881 Senoia Road Tyrone, Ga 30290 770-487-4038www.tyrone.org
Page 1 of 4
Town of Tyrone
Planning Commission Meeting Minutes
Thursday August 23, 2018
7:00 PM
Present:
Chairman, Jeff Duncan
Vice-Chairman, David Nebergall
Commission Member, Carl Schouw
Commission Member, Scott Bousquet
Commission Member, Dia Hunter
Planning & Development Coordinator, Phillip Trocquet
Town Attorney, Patrick Stough
Planning Commission Chairman Jeff Duncan called the meeting to order at 7:00 pm.
Approval of Agenda
Commissioner Hunter made a motion to approve the agenda.
Commissioner Bousquet seconded the motion. Motion was approved 4-0.
Approval of Minutes for August 9th, 2018
Commissioner Bousquet made a motion to approve the minutes from July 12th 2018, Commissioner Schouw
seconded the motion. Motion was approved 4-0.
Public Hearing:
1. Consideration of a text amendment from applicant Tamarkus T. Cook to amend Section 113-128
pertaining to the “Downtown Commercial District (C-1),” of Article V of the Zoning Ordinance of
the Town of Tyrone, to add “Funeral Homes and Funeral Chapels, mortuaries and crematoriums”
as a permitted use in the C-1 Zoning District. Phillip Trocquet, Planning & Development
Coordinator.
Mr. Trocquet presented the item. He noted that the applicant had previously applied for a
similar text amendment in April of the current year that was approved by Planning
Commission, but denied by Council. Mr. Trocquet stated that Funeral Homes, Funeral
Chapels, Mortuaries, and Crematoriums were currently only allowed in the C-2 (Highway
Page 2 of 4
Commercial) zoning district. Mr. Trocquet pointed the Planning Commission to a redlined
ordinance outlining the proposed change.
Chairman Duncan opened the public hearing for those in favor of the Text Amendment.
Applicant Tamarkus Cook approached the podium. Mr. Cook asked permission to suspend
the public hearing as he wanted to consult with members of the community more. Mr. Cook
made an additional request to utilize space at the Town for the purpose of hosting a meeting
for citizens to voice their opinions or concerns regarding his Text Amendment request. Mr.
Cook stated that he wished to speak with the community.
Mr. Trocquet stated that since the Text Amendment request was through a public hearing,
the following Council Meeting would still need to be held since it was advertised. Town
Attorney Patrick Stough stated that since Planning Commission was a recommending
body, Council would ultimately decide whether or not to postpone the hearing process at
the next scheduled meeting. Mr. Stough also requested clarity as to whether Mr. Cook
wanted to withdraw or table his petition. Mr. Cook responded that he wished to table the
petition.
Chairman Duncan asked if anyone else wished to speak in support of the petition.
A Ms. Norma Wilkley of Jonesboro with AC Investments approached the podium. Ms.
Wilkley stated that she represented the previous owner of the property along Palmetto Road
that Mr. Cook was looking to locate his funeral home. She stated that she was in support
of Mr. Cook’s petition and that she was in support of Mr. Cook’s decision to table his
request in order to engage the community. She noted that she participated in activities at
the Tyrone recreation center and was a supporter of the community. She also stated that
she was in support of Mr. Cook’s potential development.
Chairman Duncan closed the public hearing for those in support of the petition and opened
the hearing for those opposed.
A Mr. Ricky Long of 100 Point View Court approached the podium. Mr. Long stated that
he was concerned about air quality from a potential crematorium as well as the traffic
impact from the funeral home. Mr. Long stated that he was concerned a funeral home
would reduce his property value. Mr. Long stated that he understood development had to
come, but was concerned that the Town would allow the wrong type of development.
A Ms. Sheryl Lee of 156 Palmetto Road approached the podium. Ms. Lee asked if Planning
Commission had received the letter she wrote beforehand voicing her opposition to the
petition. Ms. Lee stated that she and her friends opposed the petition as it stood but she was
willing to talk with Mr. Cook more.
Page 3 of 4
A Mr. Doug Pollard of 129 Palmetto Court approached the podium. Mr. Pollard stated that
he represented his mother as well. He stated that they were primarily concerned with the
potential traffic concerns and parking concerns. He stated that he was aware of a very old
plan that proposed that Palmetto Road be converted to a four-lane road. He asked if that
was still planned. Commission was not aware of such a plan.
Chairman Duncan asked if Planning Commission had any comments. Commissioner
Bousquet stated that he did not see a problem recommending a tabling of Mr. Cook’s
petition to Council.
Mr. Stough stated that if Planning Commission were to recommend the tabling of the
petition, it would need to be for a certain date and could not be left open. Mr. Trocquet
stated that the rescheduled meeting would need to be after the already scheduled Council
Meeting. Mr. Trocquet stated that the next available Planning Commission after the
Council meeting would be September 13th. Mr. Cook asked if he still needed to come back
on the 6th for the Council meeting. Mr. Trocquet stated that he would still need to appear
at that meeting.
Commissioner Hunter made a motion that Planning Commission recommend the tabling
of the petition to Town Council and that Planning Commission re-hear the Text
Amendment petition according to Council’s approval. Commissioner Schouw seconded
the motion. Motion passed 4-0.
Old Business:
New Business:
Public Comments:
Staff Comments:
Mr. Trocquet stated that he and commissioner Bousquet had met with ARC regarding the local assistance
award the Town had received for ordinance changes pertaining to the Town Center District. Mr. Trocquet
stated that the local assistance would include a public engagement process and that there would be a steering
committee for the project. Mr. Trocquet continued that at least one planning commissioner would be good
to have on the steering committee and that as plans were formalized for the beginning of the project, it may
be good for Planning Commission to vote on a member.
Page 4 of 4
Chairman Duncan asked how frequently the steering committee would meet. Mr. Trocquet stated he did
not know yet, but that it would be known once the Town received a Memorandum of Understanding
regarding the project from ARC.
Commission Comments:
Adjournment:
Commissioner Schouw made a motion to adjourn. Commissioner Bousquet seconded the motion. The
meeting adjourned at 7:16 pm.
____________________ __________________
Jeff Duncan, Planning Commission Chairman Phillip Trocquet, Planning &
Development Coordinator
Town of Tyrone, Department of Planning & Zoning Phillip Trocquet, Planning & Zoning Coordinator Staff Report Date: Sept 13, 2018 881 Senoia Road, Tyrone GA 30290 ptrocquet @tyrone.org (770) 487-4038 ex. 108
DOCKET/CASE/APPLICATION NUMBER
PC09132018
APPLICANT/PROPERTY OWNER
Brett Vincent
PLANNING COMMISSION MEETING DATE
September 13, 2018
ADDRESS/LOCATION
354 Senoia Road
Summary
Applicant Brett Vincent has submitted an application for a final plat lot consolidation and site plan for a proposed climate controlled self storage facility.
The combined acreage of the project is 3.68 acres.
The applicant has included elevation drawings of the proposed facility and are included in this packet.
MAP SOURCE
EXISTING ZONING
M-1Light Industrial
EXISTING LAND USE
Vacant Residential
SURROUNDING ZONING & LAND USE
North: M-1South: C-1East: C-2West: M-2
SITE IMPROVEMENTS
Water
SIZE OF PROPERTY
3.68 Acres
APPROVE
STAFF RECOMMENDATION
APPROVE WITH CONDITIONS DENY
COMPATIBILITY WITH FUTURE DEVELOPMENT MAP & COMPREHENSIVE PLAN
Property is consistent with the future development map and comprehensive plan. The future land use character area is Production and Employment which encourages the development of light to heavy industrial projects.
PROPERTY HISTORY
Southern portion of the property was recently rezoned to M-1 in order to accommodate a lot combination. An office on that same portion of the property was demolished.
COMPATABILITY WITH ZONING ORDINANCE
This petition is consistent with the zoning ordinance. The minimum lot size for M-1 is one acre and climate controlled storage is a conditional use in the zoning ordinance.
TOWN COUNCIL MEETING DATE
Fayette County, GA
Developed by
Date created: 9/11/2018Last Data Uploaded: 9/11/2018 5:56:36 AM
115 ft
Overview
Legend
Parcels
Roads
City Limits
BROOKS
FAYETTEVILLE
PEACHTREE CITY
TYRONE
WOOLSEY
CO
VER
G-100
GENERAL NOTES:1. OWNER:
GATEKEEPERCONTACT: BRETT VINCENT(770) 364-9083
2. ENGINEER/SURVEYOR:
INTEGRATED SCIENCE & ENGINEERING, INC.1039 SULLIVAN ROAD, STE. 200NEWNAN, GA 30265CONTACT: DAN DAVIS, P.E(678) 552-2106
3. ZONING: LIGHT INDUSTRIAL
4. TOTAL SITE AREA = 3.62 ACRESTOTAL DISTURBED AREA = 3.66 ACRES
5. 24 HOUR CONTACT: DAN DAVIS (678) 552-2106
CONSTRUCTION PLANS
FOR
GATEKEEPERSELF-STORAGE
FAYETTE COUNTY, GEORGIA
1039 Sullivan Road, Suite 200, Newnan, Georgia 30265
(p)770.461.4292 (f)770.461.4801
Atlanta/Savannah
Know what's below.before you dig.Call
R
PREPARED FOR:
CONTACT: BRETT VINCENT
770-364-9083
SHEET INDEX
SHEET # TITLE
G-101
C-200
C-300
C-510
COVERG-100
GENERAL NOTES
SITE PLAN
GRADING AND DRAINGE PLAN
PHASE I - INITIAL PERIMETER
EROSION, SEDIMENTATION AND
POLLUTION CONTROL PLAN
POLLUTION CONTROL PLAN
EROSION, SEDIMENTATION AND
PHASE II - INTERMEDIATEC-520
PHASE III - FINAL PHASE
EROSION, SEDIMENTATION AND
POLLUTION CONTROL PLAN
C530
N.P.D.E.S. CHECKLISTC-502
CONSTRUCTION DETAILS
C-600
C-601 EROSION CONTROL DETAILS
EROSION CONTROL DETAILS
C-700
C-400 UTILITY PLAN
C-500 EROSION, SEDIMENTATION AND
POLLUTION CONTROL COVER
C-602 EROSION CONTROL DETAILS
C-701 CONSTRUCTION DETAILS
DRAINAGE BASIN MAPSC-503
STORM PIPE PROFILESC-350
COMPREHENSIVE MONITORING PLANC-501
EXISTING CONDITIONS AND DEMOLITION PLANC-100
C-702 CONSTRUCTION DETAILS
6/08/18
1463.1801
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LOCATED IN LAND LOTS 154 & 168 7th LAND DISTRICT, FAYETTE COUNTY, GEORGIA, TOWN OF TYRONE
27,008 SF
35,606 SF
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2
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24.00'
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22.00'
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SITE
PLA
N
C-200
6/08/18
1463.1801
CO
NST
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PLA
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FOR
GA
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R S
ELF-
STO
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SM
JLH
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A
A
OPTIONAL GRASSED/LANDSCAPED AREA. IF
THIS OPTION IS CHOSEN, THE GATE IN THIS
LOCATION IS EXCLUDED FROM THE DESIGN
AND CURB & GUTTER IS TO BE INCLUDED, AS
SHOWN.
B
B 3 FT WIDE CONCRETE FLUME WITH 6 IN
CURB.
B
F
F
C ELECTRIC GATE
B
C
C
D
D 18" CURB AND GUTTER
D
D
D
E RETAINING WALL (SEE SHEET C-300 AND
C-700)
E
E
E
1. WELLS SHALL BE FILLED, SEALED AND PLUGGED
BY A LICENSED WATER WELL DRILLER AS
INSTRUCTED IN THE GEORGIA WATER WELL
STANDARDS ACT OF 1985 (OCGA 12-5-120 TO
12-5-137)
E
F 18" CONCRETE RIBBON CURB (EXTENDS
FROM ROCKWOOD ROAD TO THE R.O.W.
LINE.
943.98
942.85
943.98
942.59
943.60
943.54
943.13
943.69
942.77
943.52
943.99
943.99
944.10
944.10
943.88
943.08
943.60
942.20
941.62
942.73
943.85
943.57
943.45
943.35
943.85
943.58
943.31
936.00
940
938
939
941
942
943
9
4
09
4
1
9
4
29
4
3
9
4
4
9
4
4
9
4
0
9
3
9
9
4
1
9
4
2
9
4
2
943
943
9
4
3
9
4
4
9
4
4
9
4
4
944
944
9
4
4
9
4
4
9
4
4
9
4
4
9
4
4
9
4
4
943.03
942.93
935.00
946.74
946.74
946.74
946.57
946.74
947.19
946.56
946.43
944.10
C-2
27,008 SF
35,606 SF
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
941.72
941.62
A-6
A-7
A-8
D-6
F-2
A-2
A-1
A-3
A-4
A-5
D-2
D-3
D-4
G-2
D-5
940.71
940.23
A
B
A
B
C
C
D
D
Structure Table
STRUCTURE NAME
A-1
A-2
A-3
A-4
A-5
A-6
A-7
A-8
C-2
D-2
D-3
D-4
D-5
D-6
F-2
G-2
STRUCTURE DETAILS
A1-A2 INV IN = 936.010
A2-A3 INV IN = 937.051
A2-F2 INV IN = 937.051
A1-A2 INV OUT = 936.052
A3-A4 INV IN = 937.379
A2-A3 INV OUT = 937.379
A4-D2 INV IN = 937.520
A4-A5 INV IN = 937.496
A3-A4 INV OUT = 937.496
A5-A6 INV IN = 937.843
A4-A5 INV OUT = 937.843
A6-A7 INV IN = 938.093
A6-C2 INV IN = 938.120
A5-A6 INV OUT = 938.093
A7-A8 INV IN = 938.289
A6-A7 INV OUT = 938.289
A7-A8 INV OUT = 938.663
A6-C2 INV OUT = 938.396
D2-D3 INV IN = 937.683
A4-D2 INV OUT = 937.683
D3-D4 INV IN = 937.864
D2-D3 INV OUT = 937.864
D4-D5 INV IN = 937.915
D3-D4 INV OUT = 937.915
D5-D6 INV IN = 938.172
D4-D5 INV OUT = 938.172
D5-G2 INV OUT = 936.000
D5-D6 INV OUT = 938.581
A2-F2 INV OUT = 937.188
D5-G2 INV IN = 936.000
PIPE TABLE
PIPE NAME
D5-D6
D4-D5
D2-D3
A4-D2
A7-A8
A6-A7
A5-A6
A4-A5
A3-A4
A2-A3
A1-A2
A2-F2
A6-C2
D5-G2
D3-D4
SIZE
18"
18"
24"
24"
18"
18"
24"
24"
30"
30"
36"
18"
18"
18"
24"
LENGTH
163.6'
102.9'
72.4'
65.2'
145.6'
78.5'
99.9'
137.5'
43.6'
131.1'
13.0'
55.6'
108.2'
12.8'
20.8'
SLOPE
0.25%
0.25%
0.25%
0.25%
0.26%
0.25%
0.25%
0.25%
0.27%
0.25%
0.32%
0.25%
0.26%
0.00%
0.25%
GR
AD
ING
AN
DD
RA
INA
GE
PLA
N
C-300
6/08/18
1463.1801
CO
NST
RU
CTI
ON
PLA
NS
FOR
GA
TEK
EEPE
R S
ELF-
STO
RA
GE
SM
JLH
D
LH
D
SM
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ite
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eo
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ia 3
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65
(p
)6
78
.55
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78
.55
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10
7
At
la
nt
a/
Sa
va
nn
ah
GRADE ADJACENT TO
BUILDING = 944.10
(FFE SHOULD BE ABOVE
THIS ELEVATION)
GRADE ADJACENT TO
BUILDING = 944.10
(FFE SHOULD BE ABOVE
THIS ELEVATION)
A
B
BEGIN WALL
END WALL
500 L.F. (IN TWO ROWS) OF STORMTECH SC-740
CHAMBERS INSTALLED AT 938.37 (BOTTOM OF
CHAMBER), WITH 18" INLET MANIFOLD
(INSTALLED AT BOTTOM OF CHAMBER) AND 15"
OUTLET MANIFOLD (INSTALLED AT TOP OF
CHAMBER)
216 L.F. OF STORMTECH SC-740 CHAMBERS
INSTALLED AT 937.73 (BOTTOM OF CHAMBER),
WITH 18" INLET MANIFOLD (INSTALLED AT
BOTTOM OF CHAMBER) AND 15" OUTLET
MANIFOLD (INSTALLED AT TOP OF CHAMBER)
1. STORMTECH CHAMBERS SHALL BE INSTALLED WITH
18" INLET / OUTLET MANIFOLDS, 15" OF
FOUNDATION STONE UNDER CHAMBERS, TWO
LAYERS OF AASHTO CLASS I (ADS315ST or EQUAL)
WOVEN GEOTEXTILE OVER FOUNDATION STONE
(CONTINUOUS FABRIC STRIPS WITHOUT SEAMS),
AASHTO M288 CLASS 2 NON-WOVEN GEOTEXTIVE
FABRIC SURROUNDING PERIMETERS STONE, 4 - 4"
INSPECTION PORTS (NEAR ENDS, 8" CONCRETE
COLLAR, FLEXSTORM CATCH IT), INSTALLED IN
ACCORDANCE WITH MANUFACTURES
RECOMMENDATIONS. GEOTECHNICAL ENGINEER
SHALL ENSURE THE REQUIRED BEARING CAPACITY
OF THE SUBGRADE SOILS.
C
D
PROFESSIONAL SEAL
THIS DRAWING IS THE PROPERTY
OF R.G.THACKER & ASSOCIATES, AND IS
NOT TO BE REPRODUCED IN WHOLE
OR IN PART. IT IS NOT TO BE USED
ON ANOTHER PROJECT AND SHALL
BE RETURNED UPON REQUEST.
COPYRIGHT 2012-2018
ALL RIGHTS RESERVED.
SCALE:
REVISIONS
PROJECT TITLE
DRAWING TITLE
DRAWING NUMBER:
DATE:
JOB NUMBER:
DRAWN BY: ESK
ARCHITECTURE
PLANNING
CONSULTING
145 Harrington Walk
Griffin, GA 30224
Ph: 770-685-9335
364 SENOIA RD
TYRONE, GA 30290
GATEKEEPER
OFFICES
09.01.2018
AS NOTED
18-114
.G000
COVER SHEET
NO. DATE DESCRIPTION
GATEKEEPER OFFICES
364 SENOIA RD
TYRONE, GA 30290
PROJECT ARCHITECT:
RG THACKER & ASSOCIATES
145 HARRINGTON WALK
GRIFFIN, GA 30224
PH: 770-685-9335
ARCHITECT OF RECORD LARRY B. SPENCER, AIA
PROJECT ARCHITECT RICHARD G. THACKER, AIA.ICC
ARCHITECTURAL DESIGNER ERIKA S. KNIGHT
OWNER:
REGGIE SYLVAIN
128 BAYBERRY HILLS
McDONOUGH, GA 30281
PH: 404-578-5654
PROJECT TEAM
JURISDICTION
PROJECT INFO
Fayette County - Building & Permitting Department
140 Stonewall Avenue, West
Fayetteville, GA 30214
770-305-5403
Fayette County - Fire Marshal
140 Stonewall Avenue, West, Suite 205
Fayetteville, GA 30214
770-320-6070
VICINITY MAP PROJECT LOCATION
APPLICABLE BUILDING CODES
Sheet List
Sheet
NumberSheet Name
.G000 COVER SHEET
.G002
LIFE SAFETY PLAN
.G003
GENERAL NOTES
.G004
ADA DETAILS I
.G005
ADA DETAILS II
UL DETAILS
A101 FLOOR PLAN
M101 MECHANICAL FLOOR PLAN
P101 SANITARY FLOOR PLAN
P102 WATER FLOOR PLAN
E101 LIGHTING FLOOR PLAN
E102 POWER FLOOR PLAN
E103 SCHEDULES AND DETAILS
A102 FINISH, FURNITURE & ROOF PLAN
GENERAL NOTES:
1. SMOKING IS PROHIBITED IN ALL ENCLOSED PUBLIC PLACES AND IN ALL ENCLOSED AREAS
WITHIN PLACES OF EMPLOYMENT IN ACCORDANCE WITH GEORGIA CLEAN INDOOR AIR ORDINANCE.
2. THE U-FACTOR AND SHGC FOR EACH GLAZED FENESTRATION PRODUCT (DOOR, WINDOW, SKYLIGHT)
SHALL BE DETERMINED IN ACCORDANCE WITH NATIONAL FENESTRATION RATING COUNCIL NFRC-200-01
PROCEDURE FOR DETERMINING FENESTRATION PRODUCT SOLAR HEAT GAIN COEFFICIENTS AND
VISIBLE TRANSMITTANCE AT NORMAL INCIDENCE.
3. ONE HUNDRED PERCENT (100%) FINAL INSPECTIONS INCLUDE INSPECTION OF ALL SYSTEMS AND EQUIPMENT
TO BE INSTALLED AND OPERATING FOR OCCUPANCY.
4. INSPECTIONS FROM BUILDING DEPARTMENT NEEDED FOR THE NEXT WORKING DAY MUST BE SCHEDULED
BY 4:00 PM THE DAY BEFORE THE INSPECTION IS REQUIRED.
5. INSPECTIONS FROM THE LOCAL FIRE MARSHAL ARE REQUIRED AT 80% & 100%.
6. CONTRACTOR ASSUMES ALL CONSTRUCTION AND CODE RESPONSIBILITIES.
7. ALL CONSTRUCTION IS TO MEET OR EXCEED ALL ADA AND LIFE SAFETY CODES.
PROJECT NAME:
GATEKEEPER OFFICES
PROJECT ADDRESS:
364 SENOIA RD
TYRONE, GA 30290
PRIMARY USE:
OFFICE SPACE
PERMIT TYPE:
NEW CONSTRUCTION
CONSTRUCTION TYPE: II-B, UNPROTECTED, UNSPRINKLERED
SQ.FT. CALCULATIONS3,065 TOTAL S.F.
SCOPE OF WORK: CONVERT EXISTING GROUP B.
FORMER BANK FACILITY, TO USE
AS A FUNERAL HOME
GEORGIA UNIFORM STATEWIDE BUILDING CODE, 2006
2012 INTERNATIONAL BUILDING CODE (IBC) W/ GA AMENDMENTS
2012 INTERNATIONAL MECHANICAL CODE (IMC) W/ GA AMENDMENTS
2012 INTERNATIONAL PLUMBING CODE (IPC) W/ GA AMENDMENTS
2012 INTERNATIONAL FIRE PREVENTION (NFPA 101)
2012 LIFE SAFETY CODE
2017 NATIONAL ELECTRIC CODE (NEC)
2009 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)w/ GA AMENDMENTS
2014 INTERNATIONAL FUEL GAS CODE (IFGC)
2010 ADAAG STANDARDS FOR ACCESSIBLE DESIGN
GA ACCESSIBILITY CODE ADAAG (CH. 120-3-20)
2012 INTERNATIONAL BUILDING EXISTING CODE (IEBC) W/ GA AMENDMENTS
.G001
A401 REFLECTED CEILING PLAN
OCCUPANCY TYPE: GROUP B BUSINESS
THE ARCHITECT IS ENGAGED ONLY TO PREPARE THECONSTRUCTION DRAWINGS. THE ARCHITECT IS NOTENGAGED TO PERFORM ON SITE INSPECTIONS, SHOPDRAWINGS REVIEW OR CONTRACT ADMINISTRATIONDURING CONSTRUCTION
NEW CONSTRUCTION FOR
A501 EXTERIOR ELEVATIONS
CANDACE
102
ACCTING
103
BRETT
104
SERVER/
SUPPLY / FILE
CABINETS
106
CONFERENCE
112
MAINTENANCE
114
DONNA
115
WAITING
/ LOBBY
101
BREAKRM
111
SUPPLY
CLOSET
107
MAINTENANCE
SUPPLIES
113
WOMEN'S
108
SHOP RR
110
MEN'S
109
5' CL
EAR
5' CL
EAR
5' CL
EAR
LONG
EST
TRAV
EL D
ISTA
NCE
= 63
FT
CLIMATE
CONTROLLED
STORAGE
UNITS BY
OTHERS
CORRIDOR
105
FEC
FEC
FEC
D
I
S
P
L
A
Y
/
S
A
L
E
S
HWH
PROFESSIONAL SEAL
THIS DRAWING IS THE PROPERTY
OF R.G.THACKER & ASSOCIATES, AND IS
NOT TO BE REPRODUCED IN WHOLE
OR IN PART. IT IS NOT TO BE USED
ON ANOTHER PROJECT AND SHALL
BE RETURNED UPON REQUEST.
COPYRIGHT 2012-2018
ALL RIGHTS RESERVED.
SCALE:
REVISIONS
PROJECT TITLE
DRAWING TITLE
DRAWING NUMBER:
DATE:
JOB NUMBER:
DRAWN BY: ESK
ARCHITECTURE
PLANNING
CONSULTING
145 Harrington Walk
Griffin, GA 30224
Ph: 770-685-9335
364 SENOIA RD
TYRONE, GA 30290
GATEKEEPER
OFFICES
09.01.2018
AS NOTED
18-114
.G001
LIFE SAFETY
PLAN
NO. DATE DESCRIPTION
5. EXTINGUISHMENT REQUIREMENTS:
34"
80"
CODE SUMMARYMINIMUM REQUIREMENTS FOR:
DOORS
LONGEST PATH OF TRAVEL
EGRESS CALCULATIONS
OCCUPANCY SEPARATION4. FIRE RESISTANCE &
1. OCCUPANCY CLASSIFICATION
3. HEIGHT & AREA LIMITATIONS
2. CONSTRUCTION TYPE: EXISTING
7. MEANS OF EGRESSCOMPONENTS
CLEAR WIDTH PROVIDED
CODE REFERENCE:
TOTAL WIDTH PROVIDED
48" PROVIDED
DIST. = 63'-00"
36" PROVIDED
84" PROVIDED
EMERGENCY EGRESS LIGHTING MUST PROVIDE A MIN. OF ONE FOOT CANDLE UNINTERRUPTED LIGHTSOURCE ALONG PATH OF EGRESS.
REQ'TS. SHALL BE COORDINATED W/ THE LOCAL CODE REVIEW AUTHORITY. PORTABLE FIRE EXTINGUISHERS SHALL BEPROVIDED PER N.F.P.A. STANDARD NO. 10. LOCATION & ARRANGEMENT OF THE FIRE EXTINGUISHERS WILL BEDETERMINED BY A CERTIFIED INSPECTOR OF THE FIRE MARSHAL'S OFFICE PRIOR TO THE FINAL INSPECTION (TYPICAL).
CLEAR WIDTH REQUIRED
B. STAIRS
A. DOORS32" MIN. NFPA 101 7.2.1
TOTAL WIDTH REQUIRED 5.6" (28 OCC x 0.2)
4.2" REQ'D (21 OCC. x 0.2)
(250'-0" MAX ALLOWED)
4.0" REQ'D (20 OCC. x 0.2)
8.2" REQUIRED
(PER NFPA 101 7.2.1.2.3.2, NFPA 101 TABLE 7.3.3.1ALLOWABLE CAPACITY FACTOR = 0.2)
1
2
1 PER 3000 SF OR 75 LINEAR FEET OF TRAVEL
FIRE EXTINGUISHER CABINET (F.E.C.) - SEE LIFE SAFTEY PLAN
OCCUPANT CALCULATIONS BASE ON 2012 NFPA 101 TABLE 7.3.1.2
C. CORRIDORCLEAR WIDTH PROVIDEDCLEAR WIDTH REQUIRED
NFPA 101 TABLE 7.3.3.1
NFPA 101 7.2.1.2.3.2
DEAD END CORRIDOR
(20'-0" MAX ALLOWED) (PER NFPA 101 CH 38)
COMMON PATH OF TRAVEL
(75'-0" MAX ALLOWED) (PER NFPA 101 CH 38)
(PER NFPA 101 CH 38)
NFPA 101 7.5.1 AND CH 12
36" MIN. NFPA 101 7.3.4
60" MIN.
OCCUPANY LOAD CALC
D. EXITS# OF EXITS PROVIDED# OF EXITS REQUIRED 2
3
NFPA: BUSINESS
IBC TABLE 601TYPE II-B UNPROTECTED - UNSPRINKLERED
IBC: BUSINESS GROUP BNFPA 101
NO SEPARATION REQUIREDIBC TABLE 508.3.1NFPA 6.1.14.3
CH 38CH 42
NFPA101 TABLE 7.2.2.2.1.1 (B)
6. EMERGENCY EGRESS LIGHTING :
EXISTING LEGAL OCCUPANCY IS BUSINESS PERINTERNATIONAL EXISTING BUILDING CODE 1012.5.1
HAZARD CATAGORY DOES NOT INCREASE THEREFOREHEIGHT AND AREA CALCS ARE NOT APPLICABLE
EXISTING BUILDING CODE1012.5.1
N/A
AREA = 3,065 SF
PLUMBING CALCSIPC 403.1 Minimum number of fixtures. Plumbing fixtures shall be provided for the type of occupancy and in the minimumnumber shown in Table 403.1. Types of occupancies not shown in Table 403.1 shall be considered individually bythe code official. The number of occupants shall be determined by the International Building Code. Occupancy classificationshall be determined in accordance with the International Building Code.
#'
RCP LEGEND/LIFE SAFETY
TRAVEL DIRECTION AND TRAVEL DISTANCE CALCULATION
EXIT SIGN W/ EMERGENCY LIGHTS COMBO
LITHONIA QUANTUM LHQM S W 3 R WALL MTD.
W/ 90 MIN. EMERGENCY BATTERY, TEST SWITCH, LED LIGHT,
AND 2 LAMP HEADS 120/277v (OR APPROVED EQUAL)
EMERGENCY LIGHT: WALL MTD. W/ 90 MIN. EMERGENCY BATTERY,
TEST SWITCH, AND (2) LAMP HEADS.
LITHONIA QUANTUM EML 120V (OR APPROVED EQUAL)
EXIT SIGN W/ EMERGENCY LIGHTS COMBO
LITHONIA QUANTUM LHQM S W 3 R WALL MTD.
W/ 90 MIN. EMERGENCY BATTERY, TEST SWITCH, LED LIGHT,
AND 2 LAMP HEADS 120/277v W/ DIRECTIONAL ARROW (OR APPROVED EQUAL)
FECEXISTING WALL HUNG FIRE EXTINGUISHER
TYPE ABC 10LB. MTD. 48" AFF TO HANDLE
EXIT SIGN: LITHONIA QUANTUM LHQMS W 3 R 120/277 W/ 90 MIN. EMERGENCY BATTERY (OR EQUAL)
SCALE: 1/8" = 1'-0"
LIFE SAFETY PLAN1
CALC: 388 SF / 500 GROSS = 1 OCC
STORAGE
FACTOR: SF/ 500 GROSS
TOTAL OCCUPANT LOAD = 40
SPECIAL PURPOSEFACTOR: 1 OCC PER DESK IN FOYER = 2 OCC
SPECIAL PURPOSE INDUSTRIAL
CHAPTER 29 - PLUMBING SYSTEMSOCCUPANTS: SEE BELOWREQ. WATER CLOSETS PER MALE: 1 PROVIDED: 1
REQ. LAVATORIES PER SEX: 1 PROVIDED: 1 MALE / 1 FEMALE / 1 STAFFREQ. BATHTUBS/SHOWERS: 0 PROVIDED: 0REQ. DRINKING FOUNTAINS: 0 PROVIDED: 0REQ. SERVICE SINK: 0 PROVIDED: 1
WATER CLOSET CALC:BUSINESS (B) = 40 OCC40 OCC /2 = 20 OCC PER SEXMALE 20 OCC X 1/25=1 MALE REQUIRED
LAVATORY CALC:BUSINESS (B) = 40 OCC40 OCC /2 = 20 OCC PER SEXMALE 20 OCC X 1/40 = 1 MALE REQUIRED
CALC: 397 SF / 15 GROSS = 26 OCCFACTOR: SF / 15 NET
ASSEMBLY - LESS CONCENTRATED USE WITHOUT FIXED SEATING
REQ. WATER CLOSETS PER FEMALE: 1 PROVIDED: 1
FEMALE 20 OCC X 1/25=1 FEMALE REQUIRED
FEMALE 20 OCC X 1/40 = 1 FEMALE REQUIRED
NO
RT
H
CALC: 1,053 SF / 100 GROSS = 11 OCC
BUSINESS
FACTOR: SF/ 100 GROSS
CANDACE
102
ACCTING
103
BRETT
104
SERVER/
SUPPLY / FILE
CABINETS
106
CONFERENCE
112
MAINTENANCE
114
DONNA
115
WAITING
/ LOBBY
101
CUSTOMER
SERVICE
C
U
S
T
O
M
E
R
S
E
R
V
I
C
E
BREAKRM
111
SUPPLY
CLOSET
107
MAINTENANCE
SUPPLIES
113
WOMEN'S
108
SHOP RR
110
MEN'S
109
D
I
S
P
L
A
Y
/
S
A
L
E
S
T
Y
P
E
2
H
O
O
D
W
/
F
I
R
E
S
U
P
P
R
E
S
S
I
O
N
S
Y
S
T
E
M
5' CL
EAR
5' CL
EAR
5' CL
EAR
4'-8
1 2"
2'-4
1 2"
9'-6
1 2"
CLIMATE
CONTROLLED
STORAGE
UNITS BY
OTHERS
CORRIDOR
105
19'-7" 11'-612" 9'-10" 6'-101
2" 23'-3" 15'-412"
38'-712"
86'-5"
10'-5
"
2'-4
"
2'-5
1 2"
2'-3
1 2"
5'-5
1 2"
2'-4
"2'
2'-1
1"
6'-3
1 2"
5'-2
1 2"
11'-1
01 2"
7'-7
"1'-9
"
3'-1"
125.000°
19'-5
1 2"
11'-6
"15'
55'-6
"
58'-4
1 2"
11'-6"
7'-6 12 "
7'-812 "
5'-7"
2'-1 12 "
6'-11"
12'-6"
5'-4"
2'-4"
7'-5"
6'-10"
15'
7'-7"
2'-112 "
13'-1012 "
16'
13'-6"
2'-4"
3'-2"
14'-1"
12'
1'-9"
5'-3"
102'-1012 "
95'-1012 "
1'-9
"
5'-1
1"
10'-7
1 2" 5'-1"
1'-9
1 2"
10'-8"
8'-8
"
3'-6
"
9'-812"
7'-4"
2'
6'-7
"
2'
1'-11"
11'-9
1 2"
11'-6
"
5'-6
"
16'
6'-2"
3'-10"
4'-9
1 2"
10'
8'-6"
8'
10'
16'
1'-9 12 "
5'-8"
10'-7
1 2"
10'-7
1 2" 4'-7"
5'-6
"
W1
W1
W1
W1
W1
W1
W2
HWH 3'-0
" X 6
'-8" D
OO
R
RR
5' CL
EAR
16-1
8"
60"
15"
15"
48"
56"
C L
C L
30" X 48" OUTSIDEOF DOOR SWING
2010 ADA Restroom Guidelines
304.3.1 Circular Space. The turning space shall be a space of60 inches (1525 mm) diameter minimum. The space shall bepermitted to include knee and toe clearance complying with306.
304.4 Door Swing. Doors shall be permitted to swing intoturning spaces.
305.3 Size. The clear floor or ground space shall be 30inches (760 mm) minimum by 48 inches (1220 mm) minimum.
603.2.3 Door Swing. Doors shall not swing into the clearfloor space or clearance required for any fixture. Doors shallbe permitted to swing into the required turning space.EXCEPTIONS:2. Where the toilet room or bathing room is for individualuse and a clear floor space complying with 305.3 is providedwithin the room beyond the arc of the door swing, doors shallbe permitted to swing into the clear floor space or clearancerequired for any fixture.
PROFESSIONAL SEAL
THIS DRAWING IS THE PROPERTY
OF R.G.THACKER & ASSOCIATES, AND IS
NOT TO BE REPRODUCED IN WHOLE
OR IN PART. IT IS NOT TO BE USED
ON ANOTHER PROJECT AND SHALL
BE RETURNED UPON REQUEST.
COPYRIGHT 2012-2018
ALL RIGHTS RESERVED.
SCALE:
REVISIONS
PROJECT TITLE
DRAWING TITLE
DRAWING NUMBER:
DATE:
JOB NUMBER:
DRAWN BY: ESK
ARCHITECTURE
PLANNING
CONSULTING
145 Harrington Walk
Griffin, GA 30224
Ph: 770-685-9335
364 SENOIA RD
TYRONE, GA 30290
GATEKEEPER
OFFICES
09.01.2018
AS NOTED
18-114
A101
FLOOR PLAN
1/8" = 1'-0"
1
FLOOR PLAN
NO. DATE DESCRIPTION
NO
RT
H
THIS DETAIL MAY BE USED FORNON-RATED PARTITIONS WHEREGYP. BD. IS NOT REQUIRED TOEXTEND TO THE STRUCTUREABOVE
CEILING WHERE APPLICABLE.SEE REFLECTED CEILING PLAN
REFER TO PARTITION TYPES
TOP OF WALL DETAILS
STUD KICKER @ 48"O.C. MAX
FOR PARTITIONS GREATER THAN 9'-0" IN HEIGHT
6"
1/4" = 1'-0"
2
ADA RESTROOM DETAIL
WALL TYPE LEGEND
NEW INTERIOR WALL - 3-5/8" METAL STUD WALL, 16" O.C. TO 6INCHES ABOVE CEILING W/ 5/8" GYP. BOARD, BOTH SIDES. REFERTO SEISMIC RESTRAINT DETAIL
NEW EXTERIOR WALL - 6" METAL STUD (*SEE MANUFACTURER'SSHOP DRAWINGS FOR EXACT SIZE AND GAUGE), 16" O.C. W/ 5/8"GYP. BD. INTERIOR & R19 BATT INSULATION W/ 5/8" OSB , FINISHEDW/ HARDI SIDING ABOVE AND CULTURED STONE WATER TABLEBELOW.
DOOR TYPE A & B
3'
DOOR SCHEDULE
Type Description Width Height Thickness Door Material Finish Frame Type Hardware Set Jamb Header Comments
A
B
3' - 0" 8' - 0" 1 3/4" HOLLOW METAL KD FRAME W/ 2" HEADC
DOUBLE FLUSH,MEDIUM STILE
3' - 0" 8' - 0" 1 3/4" HOLLOW METAL KD FRAME W/ 2" HEAD
NOTE: OWNER TO PROVIDE DOOR SECURITY SYSTEM
SINGLE STORE, MEDIUMSTILE
--
2
3 LEVER HANDLE / PASSAGE / BUTT HINGES / WALL STOP / US26D FINISH
DOOR HARDWARE SET DESCRIPTION
1
4
LEVER HANDLE / PRIVACY LOCK / BUTT HINGES / WALL STOP / CLOSER /
US26D FINISH
LEVER HANDLE / PASSAGE / BUTT HINGES / WALL STOP / CLOSER / US26D
FINISH
LEVER HANDLE / KEYED LOCK / BUTT HINGES / WALL STOP / CLOSER / US26D
FINISH
FACTORY PAINT --
D
ALUM. / DBL. INSULATEDGLASS W/ ADA BTM. RAIL
OVERHEADCOILING DOOR
10' - 0" 1 3/4" HOLLOW METAL KD FRAME W/ 2" HEAD --STAINOVERHEAD COILINGDOOR
4' - 0"
3/4" = 1'-0"
3
DOOR TYPES
3'1'-9"
8'
7'
5' 3' 5'3'
8'
10'
4'
DOOR TYPE C DOOR TYPE D
DOOR TYPE E
3' - 0" 7' - 0" 1 3/4" HOLLOW METAL KD FRAME W/ 2" HEADSINGLE FLUSH STAIN --SOLID CORE ROTARY CUTBIRCH VENEER DOOR
1'-9" X 8' SIDE LIGHT, DOUBLE INSULATED,STORE FRONT W/ HOLLOW METAL FRAME
FACTORY PAINTALUM. / DBL. INSULATEDGLASS W/ ADA BTM. RAIL
DBL 5' X 8' SIDE LIGHTS, DOUBLE INSULATED,STORE FRONT W/ HOLLOW METAL FRAME
E
3' - 0" 7' - 0" 1 3/4"SINGLE FLUSH HOLLOW COREMETAL
FACTORY PAINT HOLLOW METAL KD FRAME W/ 2" HEAD --
DOOR TYPE F
3'
7'
F 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL KD FRAME W/ 2" HEADSINGLE FLUSH STAIN --SOLID CORE ROTARY CUTBIRCH VENEER DOOR
POCKET DOOR
5 FINGER HANDLE / PASSAGE / POCKET DOOR HARDWARE
3/4" = 1'-0"
4
WINDOW TYPES
3'
7'
8'-2
"
10'
WINDOW TYPE W1WINDOW TYPE W2
Window Schedule
Type Mark
R.O.
Head
Height Type Description Manufacturer Model Frame Finish Glazing Type CommentsWidth Height
W1 3' - 0" 7' - 0" 10' - 0" Fixed *SEE 4:A101 -- VINYL 1" INSULATED CLEAR / LOW-E GLASS
W2 10' - 0" 8 - 2" 8 - 2" Fixed *SEE 4:A101 -- FACTORY PAINT 1" INSULATED CLEAR / LOW-E GLASS
1-3/4" X 4-1/2" BRONZE ANODIZED ALUMINUM
FRAMING. CENTER GLASS IN SASH.
NEW INTERIOR WALL - 3-5/8" METAL STUD WALL, 16" O.C. TO 6INCHES ABOVE CEILING W/ 5/8" GYP. BOARD, BOTH SIDES W/SOUND BATTS IN THE WALL CAVITY BETWEEN THE STUDS. REFERTO SEISMIC RESTRAINT DETAIL
NEW EXTERIOR WALL - 6" METAL STUD (*SEE MANUFACTURER'SSHOP DRAWINGS FOR EXACT SIZE AND GAUGE), 16" O.C. W/ 5/8"GYP. BD. INTERIOR & R19 BATT INSULATION, BUTTING TO NEWSTORAGE UNITS WALL BY OTHERS.
NEW EXTERIOR PILLARS - 4" METAL STUD W/ 5/8" OSB , FINISHED W/HARDI SIDING AND/OR CULTURED STONE.
GENERAL NOTES
1. ALL WORK SHALL COMPLY WITH LOCAL CODE REGULATIONS.
2. CONSTRUCTION DEBRIS AND MATERIALS THAT ARE NOT TO BE
RETAINED SHALL BE REMOVED AT THE END OF EACH WORK
DAY, AND SITE SHALL BE KEPT IN GOOD CONDITION.
3. DURING CONSTRUCTION, DAMAGE TO ANY SURFACES, FINISHES
AND MATERIALS SHALL BE REPAIRED TO LIKE-NEW CONDITION &
TO OWNERS' SATISFACTION.
4. G.C. TO COORDINATE WITH MECHANICAL, ELECTRICAL,
PLUMBING, AND STRUCTURAL
5. EGRESS WIDTHS MUST BE MAINTAINED AT ALL TIMES THE
BUILDING IS OCCUPIED
6. FURNITURE, EQUIPMENT, AND FIXTURES SUPPLIED BY OWNER
AND INSTALLED BY OWNER'S VENDOR
1-3/4" X 4-1/2" BRONZE ANODIZED ALUMINUM
FRAMING. CENTER GLASS IN SASH.
6'-1
1 2"
8'-9
"6'-1
1 2"
5'-4
1 2"
5'-4
1 2"
3'-1012" 3'-101
2"
13"
13"
CANDACE
102
ACCTING
103
BRETT
104
SERVER/
SUPPLY / FILE
CABINETS
106
CONFERENCE
112
MAINTENANCE
114
DONNA
115
WAITING
/ LOBBY
101
BREAKRM
111
SUPPLY
CLOSET
107
MAINTENANCE
SUPPLIES
113
WOMEN'S
108
SHOP RR
110
MEN'S
109
CLIMATE
CONTROLLED
STORAGE
UNITS BY
OTHERS
CORRIDOR
105
HWH
CANDACE
102
ACCTING
103
BRETT
104
SERVER/
SUPPLY / FILE
CABINETS
106
CONFERENCE
112
MAINTENANCE
114
DONNA
115
WAITING
/ LOBBY
101
CUSTOMER
SERVICE
C
U
S
T
O
M
E
R
S
E
R
V
I
C
E
BREAKRM
111
SUPPLY
CLOSET
107
MAINTENANCE
SUPPLIES
113
WOMEN'S
108
SHOP RR
110
MEN'S
109
D
I
S
P
L
A
Y
/
S
A
L
E
S
T
Y
P
E
2
H
O
O
D
W
/
F
I
R
E
S
U
P
P
R
E
S
S
I
O
N
S
Y
S
T
E
M
5' CL
EAR
5' CL
EAR
5' CL
EAR
CLIMATE
CONTROLLED
STORAGE
UNITS BY
OTHERS
CORRIDOR
105
HWH
1/4" / 1'-0"
1/4" / 1'-0"
SEE METAL CANOPY
DETAIL, TYP
60 MIL T.P.O. SINGLE MEMBRANE ROOF OVER 3 1/2 "
POLYISOCYANURATE RIGID INSULATION
100 % MECHANICALLY FASTENED, TYP
SLOPE AT 1/4" PER FOOT
PARAPET WALL, TYP
PARAPET WALL, TYP
REAR SLOPE OF ROOF @ 14'-9" A.F.F.
TO TOP SURFACE OF ROOF
REAR SLOPE OF ROOF @ 12'-1" A.F.F.
TO TOP SURFACE OF ROOF
RO
OF
S
TE
PS
D
OW
N 2'-8"
PROFESSIONAL SEAL
THIS DRAWING IS THE PROPERTY
OF R.G.THACKER & ASSOCIATES, AND IS
NOT TO BE REPRODUCED IN WHOLE
OR IN PART. IT IS NOT TO BE USED
ON ANOTHER PROJECT AND SHALL
BE RETURNED UPON REQUEST.
COPYRIGHT 2012-2018
ALL RIGHTS RESERVED.
SCALE:
REVISIONS
PROJECT TITLE
DRAWING TITLE
DRAWING NUMBER:
DATE:
JOB NUMBER:
DRAWN BY: ESK
ARCHITECTURE
PLANNING
CONSULTING
145 Harrington Walk
Griffin, GA 30224
Ph: 770-685-9335
364 SENOIA RD
TYRONE, GA 30290
GATEKEEPER
OFFICES
09.01.2018
AS NOTED
18-114
A102
FINISH,
FURNITURE &
ROOF PLAN
1/8" = 1'-0"
1
FINISH FLOOR PLAN
NO. DATE DESCRIPTION
NO
RT
H
INTERIOR FINISH SCHEDULE
CODE MATERIAL COLOR NOTES
BS-1 6" WOOD COMPOSITE BASE TRIM (SPEED BASE) SELECTED BY OWNER
LVT-1 LVT WOOD PLANK SELECTED BY OWNERPT-1 PAINT COLOR SELECTED BY OWNER EGGSHELL, DOOR FRAMES TO BE SEMIGLOSS AND TO MATCH WALL COLORVCT-1 VINYL COMPOSITION PLANK SELECTED BY OWNER
BS-2 4" VINYL COVE BASE SELECTED BY OWNER
VCT-2 ANTI-STATIC VINYL COMPOSITION PLANK SELECTED BY OWNER
VCT-2
BS-1
PT-1
CPT-1 CARPET SELECTED BY OWNERSCN-1 SEALED CONCRETE SELECTED BY OWNER
CPT-1
BS-1
PT-1
VCT-1
BS-2
PT-1
CPT-1
BS-1
PT-1
CPT-1
BS-1
PT-1
CPT-1
BS-1
PT-1
CPT-1
BS-1
PT-1
VCT-1
BS-2
PT-1
VCT-1
BS-2
PT-1
VCT-1
BS-2
PT-1
VCT-1
BS-2
PT-1
VCT-1
BS-2
PT-1
LVT-1
BS-1
PT-1
LVT-1
BS-1
PT-1
LVT-1
BS-1
PT-1
LVT-1
BS-1
PT-1
SCN-1
BS-1
PT-1
1/8" = 1'-0"
2
FURNITURE PLAN
1/8" = 1'-0"
3
ROOF PLAN
CANDACE
102
ACCTING
103
BRETT
104
SERVER/
SUPPLY / FILE
CABINETS
106
CONFERENCE
112
MAINTENANCE
114
DONNA
115
WAITING
/ LOBBY
101
BREAKRM
111
SUPPLY
CLOSET
107
MAINTENANCE
SUPPLIES
113
WOMEN'S
108
SHOP RR
110
MEN'S
109
CLIMATE
CONTROLLED
STORAGE
UNITS BY
OTHERS
CORRIDOR
105
A 9' - 0"
A 9' - 0"
A 9' - 0"
A 9' - 0"
A 9' - 0"
A 9' - 0"
A 9' - 0"
B
8' - 0"
B 8' - 0"
A 9' - 0"
A 9' - 0"
A 12' - 0"
OPEN TO STRUCTURE ABOVE
LINE OF ROOF ABOVE
OPEN TO
STRUCTURE
ABOVE
B 9' - 0"
B 9' - 0"
B 9' - 0"
B 9' - 0"
HWH
PROFESSIONAL SEAL
THIS DRAWING IS THE PROPERTY
OF R.G.THACKER & ASSOCIATES, AND IS
NOT TO BE REPRODUCED IN WHOLE
OR IN PART. IT IS NOT TO BE USED
ON ANOTHER PROJECT AND SHALL
BE RETURNED UPON REQUEST.
COPYRIGHT 2012-2018
ALL RIGHTS RESERVED.
SCALE:
REVISIONS
PROJECT TITLE
DRAWING TITLE
DRAWING NUMBER:
DATE:
JOB NUMBER:
DRAWN BY: ESK
ARCHITECTURE
PLANNING
CONSULTING
145 Harrington Walk
Griffin, GA 30224
Ph: 770-685-9335
364 SENOIA RD
TYRONE, GA 30290
GATEKEEPER
OFFICES
09.01.2018
AS NOTED
18-114
A401
REFLECTED
PLAN
1/4" = 1'-0"
1
REFLECTED CEILING PLAN
NO. DATE DESCRIPTION
NO
RT
H
2x4 LAY-IN FLUORESCENT TROFFER 3 TUBET-8 LAMPS & ELECTRONIC BALLASTW/ PRISMATIC LENS (96 WATTS TOTAL)
6" RECESSED CAN LED DIRECTIONAL LIGHT FIXTURE
FIXTURE LEGEND
EMERGENCY LIGHT: WALL MTD. W/ 90 MIN. EMERGENCYBATTERY, TEST SWITCH, AND (2) LAMP HEADS.LITHONIA QUANTUM EML 120V (OR APPROVED EQUAL)
EXIT SIGN W/ EMERGENCY LIGHTS COMBOLITHONIA QUANTUM LHQM S W 3 R WALL MTD. W/ 90 MIN.EMERGENCY BATTERY, TEST SWITCH, LED LIGHT,AND 2 LAMP HEADS 120/277v (OR APPROVED EQUAL)
CEILING LEGENDCEILING TAG
TYPE
HEIGHT
A
A 9' - 0"
B
NOTE:1. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE
SCHEDULE AND LEGEND
2 X 2 ACOUST. CEILING TILE, VINYL FACED
GYP CEILING
EXIT SIGN W/ EMERGENCY LIGHTS COMBOLITHONIA QUANTUM LHQM S W 3 R WALL MTD.W/ 90 MIN. EMERGENCY BATTERY, TEST SWITCH, LED LIGHT,AND 2 LAMP HEADS 120/277v W/ DIRECTIONAL ARROW (ORAPPROVED EQUAL)
WALL MOUNTED LIGHT FIXTURES ON EXTERIOR OFBUILDING @ 16'-6" A.F.F.
C VAULTED CEILING WITH WINDOWS ABOVE
6" RECESSED CAN LED FIXTURE
STORAGE UNITS BY
OTHERS
10
'
4'
LINE OF ROOF IN BEYOND
17
'-6" T
OP
OF
(HIG
HES
T) R
OO
F IN
BEY
OND
16
'-4" B
OTT
OM
OF
(HIG
HES
T) R
OO
F IN
BEY
OND
18
'-6" T
OP
OF
PARAPE
T W
ALL
LINE OF ROOF IN FARTHER BEYONDCEMENTIOUS PANEL, "JAMES HARDI" OR EQ.
STOREFRONT WINDOWS, SEE A101
10
' HD
R.
HT.
8'-2
"
WALL CAP
CEMENTIOUS WALL TRIM
GOOSENECK EXTERIOR LIGHTING
12" RED CEDAR FACED FRAMING
CEMENTIOUS BUILDING SIDING, "JAMES HARDI" OR EQ., TYP.
2'-3
"
SYNTHETIC STONE BASE W/ STONE CAP8" RED CEDAR FACED FRAMING
2'
13
'-9"
6"
8'
11
'-6"
16'
10
' HD
R.
HT.
STORAGE UNITS BY
OTHERS STOREFRONT DOOR & WINDOW SYSTEM, SEE A101
LINE OF HIGHER ROOF IN BEYOND
17
'-6" T
OP
OF
(HIG
HES
T) R
OO
F IN
BEY
OND
18
'-6" T
OP
OF
PARAPE
T W
ALL
LINE OF LOWER ROOF IN BEYONDCEMENTIOUS PANEL, "JAMES HARDI" OR EQ.
WALL CAP
CEMENTIOUS WALL TRIM
GOOSENECK EXTERIOR LIGHTING
12" RED CEDAR FACED FRAMING
CEMENTIOUS BUILDING SIDING, "JAMES HARDI" OR EQ., TYP.
2'-3
"
SYNTHETIC STONE BASE W/ STONE CAP8" RED CEDAR FACED FRAMING
2'
13
'-9"
6"
1'-6
"
16
'-6" T
OP
OF
PARAPE
T W
ALL
2' 1
'
6"
PROFESSIONAL SEAL
THIS DRAWING IS THE PROPERTY
OF R.G.THACKER & ASSOCIATES, AND IS
NOT TO BE REPRODUCED IN WHOLE
OR IN PART. IT IS NOT TO BE USED
ON ANOTHER PROJECT AND SHALL
BE RETURNED UPON REQUEST.
COPYRIGHT 2012-2018
ALL RIGHTS RESERVED.
SCALE:
REVISIONS
PROJECT TITLE
DRAWING TITLE
DRAWING NUMBER:
DATE:
JOB NUMBER:
DRAWN BY: ESK
ARCHITECTURE
PLANNING
CONSULTING
145 Harrington Walk
Griffin, GA 30224
Ph: 770-685-9335
364 SENOIA RD
TYRONE, GA 30290
GATEKEEPER
OFFICES
09.01.2018
AS NOTED
18-114
A501
EXTERIOR
ELEVATION
1/4" = 1'-0"
1
RIGHT SIDE ELEVATION
NO. DATE DESCRIPTION
1/4" = 1'-0"
2
LEFT SIDE ELEVATION
CANDACE
102
ACCTING
103
BRETT
104
SERVER/
SUPPLY / FILE
CABINETS
106
CONFERENCE
112
MAINTENANCE
114
DONNA
115
WAITING
/ LOBBY
101
BREAKRM
111
SUPPLY
CLOSET
107
MAINTENANCE
SUPPLIES
113
WOMEN'S
108
SHOP RR
110
MEN'S
109
CLIMATE
CONTROLLED
STORAGE
UNITS BY
OTHERS
CORRIDOR
105
HWH
PROFESSIONAL SEAL
THIS DRAWING IS THE PROPERTY
OF R.G.THACKER & ASSOCIATES, AND IS
NOT TO BE REPRODUCED IN WHOLE
OR IN PART. IT IS NOT TO BE USED
ON ANOTHER PROJECT AND SHALL
BE RETURNED UPON REQUEST.
COPYRIGHT 2012-2018
ALL RIGHTS RESERVED.
SCALE:
REVISIONS
PROJECT TITLE
DRAWING TITLE
DRAWING NUMBER:
DATE:
JOB NUMBER:
DRAWN BY: ESK
ARCHITECTURE
PLANNING
CONSULTING
145 Harrington Walk
Griffin, GA 30224
Ph: 770-685-9335
364 SENOIA RD
TYRONE, GA 30290
GATEKEEPER
OFFICES
09.01.2018
AS NOTED
18-114
M101
MECHANICAL
PLAN
1/4" = 1'-0"
1
MECHANICAL PLAN
NO. DATE DESCRIPTION
NO
RT
H
NOTES:1. 3 TON HORIZONTAL FURNACE / AIR HANDLER UNIT ON 34" X 4' X 8' PLYWOOD PLATFORM. BEAR ON WOOD FRAMED WALL BELOW.2. RINNAI HOT WATER HEATER TO BE MOUNTED TO PERMANENT WOOD SUPPORT.3. DISCONNECT SWITCH TO BE MOUNTED TO PERMANENT WOOD SUPPORT.4. SUPPLY VENTS SHALL BE LOCATED OVER DOORS AND WINDOWS WHEN POSSIBLE.
DS
CANDACE
102
ACCTING
103
BRETT
104
SERVER/
SUPPLY / FILE
CABINETS
106
CONFERENCE
112
MAINTENANCE
114
DONNA
115
WAITING
/ LOBBY
101
BREAKRM
111
SUPPLY
CLOSET
107
MAINTENANCE
SUPPLIES
113
WOMEN'S
108
SHOP RR
110
MEN'S
109
CLIMATE
CONTROLLED
STORAGE
UNITS BY
OTHERS
CORRIDOR
105
HWH
PROFESSIONAL SEAL
THIS DRAWING IS THE PROPERTY
OF R.G.THACKER & ASSOCIATES, AND IS
NOT TO BE REPRODUCED IN WHOLE
OR IN PART. IT IS NOT TO BE USED
ON ANOTHER PROJECT AND SHALL
BE RETURNED UPON REQUEST.
COPYRIGHT 2012-2018
ALL RIGHTS RESERVED.
SCALE:
REVISIONS
PROJECT TITLE
DRAWING TITLE
DRAWING NUMBER:
DATE:
JOB NUMBER:
DRAWN BY: ESK
ARCHITECTURE
PLANNING
CONSULTING
145 Harrington Walk
Griffin, GA 30224
Ph: 770-685-9335
364 SENOIA RD
TYRONE, GA 30290
GATEKEEPER
OFFICES
09.01.2018
AS NOTED
18-114
P101
SANITARY
FLOOR PLAN
1/4" = 1'-0"
1
SANITARY FLOOR PLAN
NO. DATE DESCRIPTION
NO
RT
H
NTS
2
SANITARY SEWER RISER DIAGRAM
E
X
T
E
N
D
B
U
I
L
D
I
N
G
S
E
W
E
R
L
A
T
E
R
A
L
&
T
I
E
I
N
T
O
N
E
W
S
A
N
I
T
A
R
Y
S
E
W
E
R
S
E
R
V
I
C
E
SW
EXTEND BUILDING SEWER LATERAL & TIE
IN TO NEW SANITARY SEWER SERVICE
WCO
CANDACE
102
ACCTING
103
BRETT
104
SERVER/
SUPPLY / FILE
CABINETS
106
CONFERENCE
112
MAINTENANCE
114
DONNA
115
WAITING
/ LOBBY
101
BREAKRM
111
SUPPLY
CLOSET
107
MAINTENANCE
SUPPLIES
113
WOMEN'S
108
SHOP RR
110
MEN'S
109
CLIMATE
CONTROLLED
STORAGE
UNITS BY
OTHERS
CORRIDOR
105
HWH
PROFESSIONAL SEAL
THIS DRAWING IS THE PROPERTY
OF R.G.THACKER & ASSOCIATES, AND IS
NOT TO BE REPRODUCED IN WHOLE
OR IN PART. IT IS NOT TO BE USED
ON ANOTHER PROJECT AND SHALL
BE RETURNED UPON REQUEST.
COPYRIGHT 2012-2018
ALL RIGHTS RESERVED.
SCALE:
REVISIONS
PROJECT TITLE
DRAWING TITLE
DRAWING NUMBER:
DATE:
JOB NUMBER:
DRAWN BY: ESK
ARCHITECTURE
PLANNING
CONSULTING
145 Harrington Walk
Griffin, GA 30224
Ph: 770-685-9335
364 SENOIA RD
TYRONE, GA 30290
GATEKEEPER
OFFICES
09.01.2018
AS NOTED
18-114
P102
WATER
FLOOR PLAN
1/4" = 1'-0"
1
WATER FLOOR PLAN
NO. DATE DESCRIPTION
NO
RT
H
C
O
N
N
E
C
T
T
O
N
E
W
W
A
T
E
R
M
A
I
N
.
F
I
E
L
D
V
E
R
I
F
Y
L
O
C
A
T
I
O
N
.
NTS
2
WATER RISER DIAGRAM
NOTES:
1. PROVIDE 3/4" G.V. ON CW AND HW LINES AT WATER HEATER.
2. PROVIDE WHEEL HANDLE STOPS AT EACH PLUMBING FIXTURE.
3
/
4
"
C
W
W
H
3/4"C
W
3/4"H
W
CONNECT TO NEWWATER MAINFIELD VERIFYLOCATION
HW TO
WATER
HEATER
CW
H
O
S
E
B
I
B
B
3
/
4
"
C
W
1/2"C
W
3
/
4
"
H
W
1/2"H
W
1/2"C
W
L
A
V
1/2"H
W
1/2"C
W
L
A
V
1/2"H
W
1/2"C
W
L
A
V
3
/
4
"
C
W
3
/
4
"
H
W
3
/
4
"
C
W
1/2"C
W
W
C
3
/
4
"
C
W
1/2"C
W
W
C
3
/
4
"
C
W
W
C
3
/
4
"
C
W
1/2"C
W
1/2"H
W
1/2"C
W
L
A
V
3
/
4
"
H
W
3
/
4
"
C
W
3
/
4
"
H
W
1/2"H
W
3
/
4
"
C
W
1/2"C
W
L
A
V
CANDACE
102
ACCTING
103
BRETT
104
SERVER/
SUPPLY / FILE
CABINETS
106
CONFERENCE
112
MAINTENANCE
114
DONNA
115
WAITING
/ LOBBY
101
BREAKRM
111
SUPPLY
CLOSET
107
MAINTENANCE
SUPPLIES
113
WOMEN'S
108
SHOP RR
110
MEN'S
109
CLIMATE
CONTROLLED
STORAGE
UNITS BY
OTHERS
CORRIDOR
105
A 9' - 0"
A 9' - 0"
A 9' - 0"
A 9' - 0"
A 9' - 0"
A 9' - 0"
A 9' - 0"
B
8' - 0"
B 8' - 0"
A 9' - 0"
A 9' - 0"
A 12' - 0"
OPEN TO STRUCTURE ABOVE
LINE OF ROOF ABOVE
OPEN TO
STRUCTURE
ABOVE
B 9' - 0"
B 9' - 0"
B 9' - 0"
B 9' - 0"
HWH
PROFESSIONAL SEAL
THIS DRAWING IS THE PROPERTY
OF R.G.THACKER & ASSOCIATES, AND IS
NOT TO BE REPRODUCED IN WHOLE
OR IN PART. IT IS NOT TO BE USED
ON ANOTHER PROJECT AND SHALL
BE RETURNED UPON REQUEST.
COPYRIGHT 2012-2018
ALL RIGHTS RESERVED.
SCALE:
REVISIONS
PROJECT TITLE
DRAWING TITLE
DRAWING NUMBER:
DATE:
JOB NUMBER:
DRAWN BY: ESK
ARCHITECTURE
PLANNING
CONSULTING
145 Harrington Walk
Griffin, GA 30224
Ph: 770-685-9335
364 SENOIA RD
TYRONE, GA 30290
GATEKEEPER
OFFICES
09.01.2018
AS NOTED
18-114
E101
LIGHTING
PLAN
1/4" = 1'-0"
1
LIGHTING PLAN
NO. DATE DESCRIPTION
NO
RT
H
CEILING LEGENDCEILING TAG
TYPE
HEIGHT
A
A 9' - 0"
B
NOTE:1. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE
SCHEDULE AND LEGEND
2 X 2 ACOUST. CEILING TILE, VINYL FACED
GYP CEILING
C VAULTED CEILING WITH WINDOWS ABOVE
A-1
2x4 LAY-IN FLUORESCENT TROFFER 3 TUBET-8 LAMPS & ELECTRONIC BALLASTW/ PRISMATIC LENS (96 WATTS TOTAL)
6" RECESSED CAN LED DIRECTIONAL LIGHT FIXTURE
FIXTURE LEGEND
EMERGENCY LIGHT: WALL MTD. W/ 90 MIN. EMERGENCYBATTERY, TEST SWITCH, AND (2) LAMP HEADS.LITHONIA QUANTUM EML 120V (OR APPROVED EQUAL)
EXIT SIGN W/ EMERGENCY LIGHTS COMBOLITHONIA QUANTUM LHQM S W 3 R WALL MTD. W/ 90 MIN.EMERGENCY BATTERY, TEST SWITCH, LED LIGHT,AND 2 LAMP HEADS 120/277v (OR APPROVED EQUAL)
EXIT SIGN W/ EMERGENCY LIGHTS COMBOLITHONIA QUANTUM LHQM S W 3 R WALL MTD.W/ 90 MIN. EMERGENCY BATTERY, TEST SWITCH, LED LIGHT,AND 2 LAMP HEADS 120/277v W/ DIRECTIONAL ARROW (ORAPPROVED EQUAL)
WALL MOUNTED EXTERIOR LIGHT FIXTURES @ 16'-6"A.F.F., SELF-SWITCH AT DUSK
6" RECESSED CAN LED FIXTURE
A-2
A-3
A-4
A-7
A-6
A-5
A-8
A-9
A-10
CANDACE
102
ACCTING
103
BRETT
104
SERVER/
SUPPLY / FILE
CABINETS
106
CONFERENCE
112
MAINTENANCE
114
DONNA
115
WAITING
/ LOBBY
101
BREAKRM
111
SUPPLY
CLOSET
107
MAINTENANCE
SUPPLIES
113
WOMEN'S
108
SHOP RR
110
MEN'S
109
CLIMATE
CONTROLLED
STORAGE
UNITS BY
OTHERS
CORRIDOR
105
TO VENT / LIGHT
HWH
PROFESSIONAL SEAL
THIS DRAWING IS THE PROPERTY
OF R.G.THACKER & ASSOCIATES, AND IS
NOT TO BE REPRODUCED IN WHOLE
OR IN PART. IT IS NOT TO BE USED
ON ANOTHER PROJECT AND SHALL
BE RETURNED UPON REQUEST.
COPYRIGHT 2012-2018
ALL RIGHTS RESERVED.
SCALE:
REVISIONS
PROJECT TITLE
DRAWING TITLE
DRAWING NUMBER:
DATE:
JOB NUMBER:
DRAWN BY: ESK
ARCHITECTURE
PLANNING
CONSULTING
145 Harrington Walk
Griffin, GA 30224
Ph: 770-685-9335
364 SENOIA RD
TYRONE, GA 30290
GATEKEEPER
OFFICES
09.01.2018
AS NOTED
18-114
E102
POWER PLAN
1/4" = 1'-0"
1
POWER PLAN
NO. DATE DESCRIPTION
NO
RT
H
A-11
A-12
A-13
A-14
A-15
A-16
A-17
A-18
Town of Tyrone, Department of Planning & Zoning Phillip Trocquet, Planning & Zoning Coordinator Staff Report Date: Sept 13, 2018 881 Senoia Road, Tyrone GA 30290 ptrocquet @tyrone.org (770) 487-4038 ex. 108
DOCKET/CASE/APPLICATION NUMBER
PC09132018
APPLICANT/PROPERTY OWNER
Vinod Mehta
PLANNING COMMISSION MEETING DATE
September 13, 2018
ADDRESS/LOCATION
Corner of SR-74 and E. Crestwood Roads
Summary
Applicant Vinod Mehta has applied for a final plat application to combine four properties at the corner of SR-74 and East Crestwood Road. The combined acreage for these properties is approximately 32 acres.
A flood plain runs through the east side of the properties as well as the southern property.
There is currently no development plan or proposal for the properties, but the properties do lie within the Town's Quality Growth Overlay District as well as GDOT's limited access curb cut moratorium area.
All properties are currently Zoned AR (Agricultural Residential).
TRC has reviewed and approved the lot consolidation with no comments.
MAP SOURCE
EXISTING ZONING
ARAgricultural Residential
EXISTING LAND USE
Vacant Residential
SURROUNDING ZONING & LAND USE
North: R-18South: C-1
East: R-18 & R-12West: R-18 & R-12
SITE IMPROVEMENTS
Water
SIZE OF PROPERTY
32 Acres
APPROVE
STAFF RECOMMENDATION
APPROVE WITH CONDITIONS DENY
COMPATIBILITY WITH FUTURE DEVELOPMENT MAP & COMPREHENSIVE PLAN
Property is consistent with the future development map and comprehensive plan. The future land use character area is Community Gateway which encourages commercial growth that protects scenic views along the SR-74 Corridor, is held to a high architectural standard, and his held to high landscaping standards.
PROPERTY HISTORY
NA
COMPATABILITY WITH ZONING ORDINANCE
This petition is consistent with the zoning ordinance. The minimum lot size for AR is three acres.
TOWN COUNCIL MEETING DATE
Fayette County, GA
Developed by
Date created: 9/12/2018Last Data Uploaded: 9/12/2018 6:09:56 AM
403 ft
Overview
Legend
Parcels
Roads
City Limits
BROOKS
FAYETTEVILLE
PEACHTREE CITY
TYRONE
WOOLSEY
FEMA
500- Year Storm
100- Year Storm
Zone A
100- Year Storm
Zone AE
2013 Fayette CountyFlood Study Future100-year
2013 Fayette CountyFlood StudyExisting 100-year
