9715 us highway 64 arlington, tennessee revision date: …
TRANSCRIPT
NOTE NUMBERS 9
NORTH
GENERAL NOTES:
NOTE: TO ORDER STANDARD CRITERIA PLANS GO TO WWW.PLANEXPRESS.NET. THE LOGIN AND PASSWORD ARELLDEV. PLACE ORDER FOR TSC'S STANDARD CRITERIA PLANS - CURRENT PLANS WILL BE Q1 2020. TO ORDERDWG/CAD FILES SEND EMAIL TO [email protected]. INCLUDE PEI ACCOUNT # OR CREDIT CARD# WITH TYPE OF CREDIT CARD, NAME ON CARD, CREDIT CARD #, EXPIRATION DATE AND ZIP CODE OF BILLINGADDRESS. ANY PROBLEMS OR QUESTIONS, YOU MAY CONTACT CINDY PIND @ 901.869.2465.
NORTH1. ALL CONSTRUCTION AND DETAILS SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL BUILDING CODES AND ORDINANCES AS OF THE DATE OF
THE DRAWINGS. ANY DEVIATIONS FROM BUILDING CODES REQUIRES NOTIFICATION AND APPROVAL FROM TSC PROJECT MANAGER.2. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS OF THE SITE. DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT & OWNER PRIOR TO
PROCEEDING WITH CONSTRUCTION.3. REMOVE ALL CONSTRUCTION AND DEMOLITION DEBRIS FROM JOB SITE DAILY. MAKE JOB PREMISES CLEAN AT COMPLETION OF PROJECT.4. FIRE EXTINGUISHERS SHALL BE INSTALLED IN ACCORDANCE WITH THE LOCAL FIRE DEPARTMENT PRIOR TO COMPLETION OF CONSTRUCTION.5. ALL DIMENSIONS ARE FACE OF DRYWALL AT NEW WALLS AND TO FINISHED FACE AT MASONRY WALLS UNLESS NOTED OTHERWISE.6. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS.7. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. IF DISCREPANCIES ARE FOUND, THE ARCHITECT AND OWNER SHALL BE NOTIFIED IMMEDIATELY.8. THRESHOLDS SHALL NOT EXCEED 1/2 INCH IN HEIGHT.9. DRYWALL TO BE HELD UP 1/2" ABOVE CONCRETE FLOOR.10. SPECIFIC MANUFACTURERS AND PRODUCTS ARE NAMED ON THE DRAWINGS TO INDICATE THE MINIMUM ACCEPTABLE LEVEL OF QUALITY. EQUAL OR
BETTER PRODUCTS WILL BE CONSIDERED. SUBSTITUTES MUST BE APPROVED BY TSC PM.11. CONCEAL ALL PIPING IN WALLS. WHERE PIPING IS TOO LARGE WALLS ARE TO BE FURRED OUT A MINIMUM TO CONCEAL PIPING.12. PROVIDE WATER RESISTANT GYPSUM BOARD BEHIND ALL PLUMBING FIXTURES.13. ALL COUNTERTOPS TO BE 2'-0" IN DEPTH UNLESS OTHERWISE NOTED.14. PROVIDE SOLID BLOCKING FOR WALL HUNG CABINETS, PLUMBING FIXTURES, ACCESSORIES AND MILLWORK.15. ALL MATERIALS USED BY ALL TRADES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED PER THE MANUFACTURES
INSTRUCTIONS.16. THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL ANY DUCT SMOKE DETECTOR FOR NEW WORK ONLY. COORDINATE WITH THE
ASSIGNED ALARM COMPANY.17. THE GENERAL CONTRACTOR SHALL SUBMIT A REPORT, ON A WEEKLY BASIS INDICATING THE PERCENT COMPLETE FOR EACH LINE ITEM ON THE
SCHEDULE USING THE TSC WEEKLY PROGRESS REPORT ALONG WITH PHOTOS PER PHOTO LOG ON THE BLANK REPORTS PROVIDED BY TSC.18. 'J' MOLD TO BE USED AT ALL INTERSECTIONS OF GYPSUM BOARD AND ANY OTHER NON-GYPSUM MATERIAL.19. CORNER GUARDS TO BE USED AT ALL INTERIOR 'OUTSIDE' CORNER CONDITIONS.20. FINISHED SPACE SHALL BE PROVIDED IN A MANNER THAT PREVENTS RODENT INTRUSION. SEAL PENETRATIONS THROUGH EXTERIOR WALL SURFACES
WITH AN AEROSOL, MOISTURE-CURING POLYURETHANE FOAM SIMILAR TO "PUR BLACK" BY TODOL PRODUCTS, INC. (508.651.3818) OR APPROVEDEQUAL.
FOUNDATION PLANS1.0
STRUCTURAL
ROOF FRAMING PLANS2.0DETAILSS3.0GENERAL NOTESS4.0
CONTRACTOR RESPONSIBILITIESCONTRACTOR SHALL VERIFY EXISTING CONDITIONS ON SITE. DISCREPANCIES BETWEEN DRAWINGS AND EXISTING CONDITIONS AS WELL AS DISCREPANCIESBETWEEN LANDLORD WORK AND TSC WORK SHALL BE BROUGHT TO THE ATTENTION OF TSC AND ARCHITECT IN WRITING PRIOR TO BID SUBMISSION.
MECHANICAL FLOOR PLANM1.0
MECHANICAL
FIRE PROTECTION PLANFP1.0
FIRE PROTECTION
2A2.0
2
INTERIOR ELEVATION
INDICATOR
ROOM
LARGE SCALE
ROOM NUMBER
REVISION
DETAIL
ROOM NAME
210
BENCH MARK
DOOR NUMBER
SECTION CUT
DRAWING NO.
9
16 DETAILSCALE: 3/4 " = 1'-0"
GRAPHIC SYMBOLS VICINITY MAP
TRACTOR SUPPLY COMPANY SHALL NOT BE RESPONSIBLE FOR THE PAYMENT OF ANY WORK PERFORMED OR MATERIAL SUPPLIED BY THE CONTRACTOR OR ANYOF ITS SUB-CONTRACTORS, SUB-SUBCONTRACTORS AND ANYONE CLAIMING BY THROUGH OR UNDER ANY OF THEM WHICH IS NOT IDENTIFIED IN WRITING ANDSIGNED BY ONE OF THE FOLLOWING TRACTOR SUPPLY COMPANY PERSONNEL: VICE PRESIDENT REAL ESTATE, VICE PRESIDENT OF CONSTRUCTION, OR ACONSTRUCTION PROJECT MANAGER. NO ACTION, CONDUCT, OMISSION, PRIOR FAILURE, OR COURSE OF DEALING BY TRACTOR SUPPLY COMPANY SHALL ACT TOWAIVE, MODIFY, CHANGE OR ALTER THE REQUIREMENT THAT ALL WORK, WHETHER BY CONTRACT, CHANGE ORDER OR CHANGE DIRECTIVE, MUST BE IN WRITINGAND SIGNED BY THE PERSONNEL IDENTIFIED IN THIS PROVISION. ANY WORK PERFORMED OR MATERIAL PROVIDED BY THE CONTRACTOR, ANY OF ITSSUB-CONTRACTORS, SUB-SUBCONTRACTORS CONTRARY TO THIS PROVISION SHALL BE AT ITS OWN RISK AND OWN EXPENSE AND TRACTOR SUPPLY COMPANYSHALL NOT BE OBLIGATED TO REIMBURSE OR PAY THE CONTRACTOR OR ANY OF ITS SUB-CONTRACTORS, SUB-SUBCONTRACTORS FOR SAME.
CHANGE ORDER POLICY
DRAWING INDEXISSUED FOR CONSTRUCTION
03.11.2021
REVI
SION
DAT
E: X
X.XX
.XXX
X
REVI
SION
DAT
E: X
X.XX
.XXX
X
REVI
SION
DAT
E: X
X.XX
.XXX
X
REVI
SION
DAT
E: X
X.XX
.XXX
X
REVI
SION
DAT
E: X
X.XX
.XXX
X
REVI
SION
DAT
E: X
X.XX
.XXX
X
TENANT
PLUMBING ENGINEER SCHELTON ENGINEERING
ELECTRICAL ENGINEERPARSONS ENGINEERING
PROJECT MANAGER
RODNEY [email protected]
4751 TROUSDALE DRIVESUITE 202NASHVILLE, TN 37203
1163 W. MAIN STREETFRANKLIN, TN 37064
PROJECT MANAGER
GARY W. SCHELTON, P.E., LEED [email protected]
PROJECT ARCHITECTGLEN P. OXFORD, AIA
TRACTOR SUPPLY COMPANY5401 VIRGINIA WAYBRENTWOOD, TENNESSEE
POINT OF CONTACTELIZABETH MORRISETTE615.256.3455 X [email protected]
ARCHITECT
2934 Sidco DriveSuite 120Nashville, TN 37204
OXFORDARCHITECTURE
PROJECT
LOCATION
NORTH
PROJECT DATA
IIBCONSTRUCTION TYPEOCCUPANCY CLASSIFICATION MERCANTILE
MERCHNEY STRUCTURE
FOUNDATIONS1.01
MERCHNEY STRUCTURAL
STRUCTURALS1.02FLOOR / EQUIPMENTS1.03ROOFS1.04
ARLINGTON, TENNESSEE9715 US HIGHWAY 64
THE STUFF YOU NEED OUT HEREwww.myTSCstore.com
2000
.009
- T
SC -
ARL
ING
TON
, TN
FU
SIO
N &
SID
E LO
T PR
OJE
CTABBREVIATIONS
ABV: ABOVEACT: ACCOUSTICAL CEILING TILEADA: AMERICANS WITH
DISABILITIES ACTADJ: ADJACENTAFF: ABOVE FINISH FLOORALUM: ALUMINUMAPPROX: APPROXIMATEBLDG: BUILDINGBTM: BOTTOMCL: CENTER LINECMU: CONCRETE MASONRY UNITCONC: CONCRETEDIA: DIAMETERDIM: DIMENSIONDWG: DRAWINGEIFS: EXTERIOR INSULATION
& FINISH SYSTEMINSUL: INSULATIONMECH: MECHANICALMFG: MANUFACTURERFFE: FINISH FLOOR ELEVATIONFIN: FINISHFLR: FLOORFRP: FIBERGLASS REINFORCED
PANELFT: FEETGC: GENERAL CONTRACTORGD: GRADE
GYP BD: GYPSUM BOARDHC: ACCESSIBLEHGT: HEIGHTHM: HOLLOW METALHVAC: HEATING, VENTILATING
& AIR CONDITIONINGHWY: HIGHWAYMTD: MOUNTEDOC: ON CENTERPL: PROPERTY LINEPLYWD: PLYWOODPP: POWER POLEPR: PAIRPSI: POUNDS PER SQUARE INCHPT: PAINTPTD: PAINTEDPVMT: PAVEMENTRCP: REFLECTED CEILING PLANREQ: REQUIREDSPECS: SPECIFICATIONSSQ: SQUARESTD: STANDARDSTRUCT: STRUCTURALTRANS: TRANSFORMERW/: WITHW/O: WITHOUTWD: WOODWH: WATER HEATERWWF: WELDED WIRE FABRIC
ARLINGTON, TENNESSEE
REMODELING SOON
38002
FIRE SUPRESSION SPRINKLERED
COVER SHEET
GENERAL LIGHTING PLANE1.0
ELECTRICAL
STRUCTURAL ENGINEER WISENGINEERS, INC.214 OVERLOOK CIRCLESUITE 201BRENTWOOD, TN 37027PROJECT MANAGER
JARROD [email protected]
6
4A4.0
A5.022
MERCHNEY ENGINEER ZUENDT ENGINEERING21B EAST WASHINGTON STREETGREENVILLE, SC 29601
PROJECT DESIGNER
ALEXANDER [email protected]
GENERAL POWER PLANE2.0ELECTRICAL SYSTEM / VENDOR DETAILSE3.0MECHANICAL POWER PLANE4.0
ELEVATIONSS2.01
DETAILSS3.00S3.01S3.02S3.03
3D ISOMETRICS4.01
PLUMBING FLOOR PLANP1.0
PLUMBING
PLUMBING SCHEDULES AND DETAILSP2.0
PROJECT MANAGERCHRIS MORAN615.512.8556
REMODEL BUILDING AREA LIMITS
SALES FLOOR EXISTING 18,630 SQ. FT. / 30
22,672 SQ. FT.TOTAL BUILDING AREA EXISTING
OCCUPANCY LOAD
= 621.0 OR 621STOCKROOM EXISTING 2,501 SQ. FT. / 300 = 8.3 OR 9
TOTAL OCCUPANT LOAD EXISTING = 653
CORE AREA EXISTING 1,262 SQ. FT. / 100 = 12.6 OR 13
VESTIBULE EXISTING 279 SQ. FT. / 30 = 9.3 OR 10
PROJECT DATA
2015 INTERNATIONAL BUILDING CODE2015 INTERNATIONAL PLUMBING CODE2015 INTERNATIONAL MECHANICAL CODE2014 NATIONAL ELECTRIC CODE2015 INTERNATIONAL FIRE CODE2015 INTERNATIONAL FUEL GAS CODE
IIBFIRE SUPRESSIONCONSTRUCTION TYPEOCCUPANCY CLASSIFICATION
SPRINKLERED (EXISTING TO REMAIN)
MERCANTILE
ALARM SYSTEM ALARMED (EXISTING TO REMAIN)
NUMBER OF STORIES 1 (EXISTING TO REMAIN)
THIS PROJECT IS BASED ON THE REQUIREMENTS OF THE FOLLOWING:
ARCHITECTURAL
A1.0 ARCHITECTURAL FLOOR PLAN
A5.0 ENLARGED PLAN, ELEVATIONS & DETAILS
LS1.0 LIFE SAFETY / FIXTURE PLAND1.0 DEMOLITION PLANA0.0 TENANT CRITERIA & VENDOR INFORMATION
A2.0 ARCHITECTURAL ELEVATIONSA3.0 REFLECTED CEILING PLANA4.0 FENCE DETAILS & ELEVATIONS
A0.1 DOOR & FINISH SCHEDULES
AS1.0 SITE PLAN
WALL TYPES
GARDEN CENTER NEW 2,378 SQ. FT. / 60
NEW BUILDING AREA LIMITS OCCUPANCY LOAD
6,960 SQ. FT.TOTAL MERCHNEY AREA
TOTAL OCCUPANT LOAD = 47
= 39.6 OR 40FEED STORAGE NEW 1,926 SQ. FT. / 300 = 6.4 OR 7
5/8" TYPE "X" GYP. BD. BOTH SIDES OF 3 5/8" METAL STUDS EXTEND 4"ABOVE CEILING TILE
EXISTING WALLEXISTING WALL TO REMAIN
PROJECT SUMMARYTRACTOR SUPPLY COMPANY IS REMODELING THIS STORE TO INCLUDE NEW ELECTRICAL UPDATES,TOUCHLESS FIXTURES, AND GENERAL UPKEEP TO THE BUILDING AS A PART OF THEIR NEW FUSION INITIATIVE.THIS STORE WILL ALSO GET A NEW DRESSING ROOM AREA AND A NEW GARDEN CENTER AND FEED STORAGESTRUCTURE IN THEIR OUTDOOR FENCED DISPLAY AREA.
ALARM SYSTEM ALARMED
GENERAL NOTESS0.01
DETAILSS2.03FRAMING FOR DH PACE / RAYNOR DOORSS2.04
DETAILSDETAILSDETAILS
S3.04 DETAILSS3.05 DETAILSS3.06 DETAILSS3.07 DETAILS
MECHANICAL SCHEDULES AND DETAILSM2.0
ELECTRICAL DETAILS AND SPECIFICATIONSE5.0
GREENHOUSE STRUCTURE WALLS, SEE MERCHNEY STRUCTURALDRAWINGS FOR DETAILS AND ELEVATIONS
PRE-ENGINEERED METAL WALLS, SEE MERCHNEY STRUCTURALDRAWINGS FOR DETAILS AND ELEVATIONS
PERMANENT TRAILER EQUIPMENT DISPLAY AREA1,600 SQ. FT.
FENCED OUTDOORDISPLAY AREA17,215 SQ. FT.
PERMANENT SIDEWALKDISPLAY AREA
456 SQ. FT.
22,672 SQ. FT.
ACCESSIBLITY SIGNAGE,SEE DETAIL THIS SHEET.
(2) 4' SWING GATES, SEE DETAILON SHEET A4.0.
20' ROLLING CANTILEVEREDGATE WITH AUTOMATIC GATEOPERATOR, SEE A4.0
9
4" PAINTED YELLOW STRIPEINDICATING EXTENT OF DRIVE AISLE
VETERAN'S PARKINGSPACE, SEE DETAILS THISSHEET FOR VERTICALSIGNAGE
BUY ONLINE PAY IN STORESPACE, SEE DETAILS THIS SHEETFOR VERTICAL SIGNAGE
TSC TO PROVIDE ANCHOR BOLTS PERMANUFACTURER'S SPECIFICATIONS ANDANCHOR RACKING AT OUTDOOR DISPLAYAS NECESSARY. TSC TO PROVIDE ANCHORPLATES.
H
E
ELEC
. PAN
EL
TELE
. BO
ARD
ELEC
. PAN
EL
G
ONEWAY
PICKUP
ONEWAY
PICKUP
ONEWAY
PICKUP
ON
EW
AY
ONEW
AY
US HIGHWAY 64
MIS
TY B
AY D
RIVE
FEED STORAGE1,927 SQ. FT.
GARDEN CENTER2,378 SQ. FT.
PERMANENT SIDEWALKDISPLAY AREA
524 SQ. FT.
PERMANENTSIDEWALK DISPLAY
AREA198 SQ. FT.
4
9
8
8
7
7
5
NEW BOPIS SHED
NEW DRIVE THRU CANOPY
20' ROLLING CANTILEVERED GATE WITHAUTOMATIC GATE OPERATOR, SEE A4.0
GROUND MOUNTED AIR CONDITIONINGUNIT TO SERVICE FEED STORAGE
GENERAL SITE NOTES:· VERIFY ALL UTILITY LOCATIONS ON SITE.
N
SITE PLANSCALE: 1" - 30'
ARLINGTON, TENNESSEE
10' 30'20'0 60'
ALUMINUM TUBE FENCE SPECIFICATIONS:1. CONTRACTOR TO SUBMIT CUT SHEET TO ARCHITECT FOR APPROVAL. GENERAL
SPECIFICATIONS ARE AS FOLLOWS:2. PICKETS 1" X 1" X 0.065 WALL3. STRINGERS 1.625" X 1.625" X 1.625" SIDE WALL 0.100 TOP WALL 0.0704. LINE POSTS 2.5" X 2.5" X 0.075 WALLS. LINE POSTS TO BE SET@10'-0" MAX. SPACING. DEPTH
OF POST TO BE MIN. OF 30" IN TRUCK POURED CONCRETE. WHEN PRESET GALVANIZED FENCE SLEEVES ARE USED POSTS ARE TO BE ADHERED WITH EPOXY.
5. TERMINAL AND GATE POSTS 6" X 6" X 0.125 WALL, DEPTH OF TERMINAL AND GATE POSTS TOBE MIN. OF 36" IN TRUCK POURED CONCRETE. WHEN PRESET GALVANIZED FENCE SLEEVESARE USED POSTS ARE TO BE ADHERED WITH EPOXY.
6. PICKET SPACING 4.5" O.C. SPACING BETWEEN PICKETS 3.75"7. HORIZONTAL RAILS: (4) LOCATED 1 @ 6" ABOVE FINISH GRADE (A.F.G.), 2 @ 18" A.F.G., 3 @
6'-6" A.F.G., AND 4 @ 7'-6" A.F.G..8. SWINGING GATES: DESIGN AS PER THE MANUFACTURER'S DESIGN STANDARDS. GATES
SHALL BE MANUALLY OPERATED.9. FASTENERS SHALL BE 302 STAINLESS STEEL WITH SELF-DRILLING HEAD. ALL SCREWS
SHALL BE PAINTED TO MATCH FENCE.10. (6) GATES: (4) 10 FOOT CANTILEVERED GATES AND (2) 4 FOOT SWING GATES, WITH
FRAMEWORK OF 1 5/8" FULL WEIGHT PIPE, 2.27 LBS. PER FOOT (MIN). GATES BRACED ANDTRUSSED AS NECESSARY.
11. GATE LATCHES SHALL ACCEPT PADLOCKS
FENCED OUTDOOR DISPLAY AREA FIXTURE INSTALLATION GUIDELINES:1. CONTRACTOR TO VERIFY WITH THE STORE MANAGER THAT ALL RACKS ARE PROPERLY BUILT
AND POSITIONED.2. DRILL HOLES FOR ANCHORING RACK. GENERALLY THE HOLE IN THE FOOT OF THE RACK IS 1/2"
IN DIAMETER. HOWEVER, THIS MAY VARY. GENERAL CONTRACTOR IS TO DETERMINE IN THEFIELD THE MOST APPROPRIATE SIZE REQUIRED TO ANCHOR RACKS.
3. RACKS ARE TO BE SECURELY ANCHORED W/ ANCHOR BOLTS IN EVERY AVAILABLE HOLE.4. FOLLOWING INSTALLATION, REMOVE ANY RESIDUAL DEBRIS AND CLEAN AREA.
SITE STRIPING GUIDELINES:1. STRIPING ON CONCRETE TO BE YELLOW.2. STRIPING ON ASPHALT TO BE WHITE.
PARKING LOT PAINT SPECIFICATIONS - 15 MIL APPLICATION (0.015 INCH THICKNESS) :1. NEW PAVEMENT SURFACE TO CURE FOR A PERIOD OF NOT LESS THAN 14 DAYS BEFORE
APPLICATION OF MARKING MATERIALS.2. REMOVE ALL DIRT, GRAVEL, DEBRIS, VEGETATION, OR OTHER MISCELLANEOUS OBJECTS
FROM THE SURFACE WITH A BROOM TRUCK OR EQUIVALENT RIGOROUS METHOD. PROVIDE ACLEAN, DUST-FREE AND COMPLETELY DRY SURFACE FOR PAINT APPLICATION. DO NOTAPPLY PAINT OVER EXISTING TAPE MARKINGS.
3. CONFIRM & RECORD PROPER AIR AND SURFACE TEMPERATURES OF 55° AND RISING ANDLESS THAN 95°. IF THE SURFACE TEMPERATURE IS NOT WITH THE TEMPERATURE RANGE OR IFTHE PAINT APPLICATION IS DONE UNDER ADVERSE CONDITIONS (AS DETERMINED BY THECONSTRUCTION PROJECT MANAGER) SUCH AS ABOVE 75% HUMIDITY, NIGHT STRIPING, ETC. INORDER TO MEET TSC OPENING SCHEDULE, CONTRACTOR TO RE-SCHEDULE AND COMPLETESURFACE STRIPING UNDER PROPER CONDITIONS A MINIMUM OF 30 DAYS PRIOR TO THEEXPIRATION OF THE (1) ONE YEAR CONSTRUCTION WARRANTY.
4. PROVIDE A 15 MIL THICK 4" WIDE CONTINUOUS STRIPE WHERE INDICATED. MINIMUM OF (2)TWO COATS.
5. PROVIDE PRIMER AND SEALER TO BE APPLIED PER THE MANUFACTURER'SRECOMMENDATIONS ON ALL CONCRETE SURFACES AND ON ASPHALT SURFACES THAT AREMORE THAN TWO YEARS OLD, OXIDIZED AND/OR HAVE AGGREGATE EXPOSED.
10' 30'20'0 60'
PROPERTY LINE
4"
4"4"
4"4" 4" 4"
4"
4"8"
4'-0
"
22deg12"
16"
NOTE: SIGNAGE SHALL COMPLY WITHAMERICAN'S WITH DISABILITIES ACT(ADA) SIGNAGE REGULATIONS
PAINTED SYMBOL TO BE @ ALL H.CDESIGNATED SPACES
PAINTED H.C. PARKING SYMBOL
6"
12"
4"
2 DETAILSCALE: 1" = 1'-0"
HANDICAP PARKING LOGO
4"
4"4"
4"4" 4" 4"
4"
4"8"
4'-0
"
22deg12"
16"
NOTE: SIGNAGE SHALL COMPLY WITHAMERICAN'S WITH DISABILITIES ACT(ADA) SIGNAGE REGULATIONS
PAINTED SYMBOL TO BE @ ALL H.CDESIGNATED SPACES
PAINTED H.C. PARKING SYMBOL
6"
12"
4"
PAVEMENT
IR KP A NGDRE SR E EV
4'-0
"
12"
1 DETAILSCALE: 3/4" = 1'-0"
VERTICAL SIGNAGE
CENTER SIGN ON HC / TSCPARKING SPACE - TYP.
IR KP A NGDRE SR E EV
4'-0
"12"
18"
EPOXY ANCHORS INTOPAVEMENT PERMANUFACTURER'SSPECIFICATIONS
G.C. TO INSTALL PROPERTSC PROVIDED SIGNAGEAS APPLICABLE
G.C. TO PROVIDE ANDINSTALL MCCUE BS-VSBUMPER SIGN
18"
NOTE:
THIS SITE PLAN IS BASED ON A GOOGLE MAPS SURVEY. ALLDIMENSIONS ARE APPROXIMATE. THE LOCATION OF EXISTINGGRADING AND UTILITIES IS TO BE DETERMINED ON SITE.
FINISH GRADE
BASE TO BE PAINTEDYELLOW
3 DETAILSCALE: 1/2" = 1'-0"
TYPICAL POLE LIGHT BASE
FINISH GRADE
BASE TO BE PAINTEDYELLOWBASE TO BE PAINTEDYELLOW
REPAIR OR REPLACELIGHT FIXTURES THATARE NOT OPERATIONAL
4'-0
"
6" DIA. SCHEDULE40 CONCRETEFILLED PIPEBOLLARD
EXPANSION JOINT
ASPHALT OR CONC.REF. PLANS
16" DIA. CONC.FOUNDATION
4 DETAILSCALE: 1/2" = 1'-0"
TYPICAL BOLLARD
4'-0
"
2" (4
" MAX
.)
FOAM TAPE OVERPIPE BOLLARD
MCCUE CSPC-6-307STANDARD YELLOWCUT TO LENGTH
4'-0
"
6" DIA. SCHEDULE40 CONCRETEFILLED PIPEBOLLARD
EXPANSION JOINT
ASPHALT OR CONC.REF. PLANS
16" DIA. CONC.FOUNDATION
4 DETAILSCALE: 1/2" = 1'-0"
TYPICAL BOLLARD
4'-0
"
2" (4
" MAX
.)
FOAM TAPE OVERPIPE BOLLARD
MCCUE CSPC-6-307STANDARD YELLOWCUT TO LENGTH
TRACTOR SUPPLY COMPANY
2934 Sidco DriveSuite 120Nashville, TN 37204
ARLINGTONTENNESSEE
OXFORDARCHITECTURE
ArchitecturePlanning
Interior Architecture
AS1.0
SITE PLAN
2015 IBC - SECTION 1005.3.2
2015 IBC - TABLE 1004.1.2
2015 IBC - TABLE 1017.2
PROJECT DATA
LIFE SAFETY DATA
EGRESS WIDTH PER OCCUPANT LOAD
WITHSPRINKLER SYSTEM
WITHOUT SPRINKLERSYSTEM
OCCUPANCY
OCCUPANCIES OTHERTHAN THOSE LISTEDBELOW
HAZARDOUS: H-1, H-2,H-3 AND H-4
INSTITUTIONAL: I-2
STAIRWAYS(INCHES PEROCCUPANT)
OTHER EGRESSCOMPONENTS(INCHES PEROCCUPANT)
STAIRWAYS(INCHES PEROCCUPANT)
OTHER EGRESSCOMPONENTS(INCHES PEROCCUPANT)
0.3
0.7
N/A
0.2
0.4
N/A
0.2
0.3
0.3
0.15
0.2
0.2
MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
FLOOR AREA IN SQ. FT. PEROCCUPANT
FUNCTION OF SPACE
BUSINESS AREAS
MERCANTILESTORAGE, STOCK, SHIPPING AREAS
EGRESS ACCESS TRAVEL DISTANCE
WITHSPRINKLER SYSTEM
(FEET)
WITHOUT SPRINKLERSYSTEM(FEET)
OCCUPANCY
250200M
300200B
100 GROSS
60 GROSS300 GROSS
ITEM PROVIDED
EXIT / EGRESS 700 X 0.15 = 105"
REQUIRED
MAX. TRAVEL DISTANCE 250'-0"
NUMBER OF TENANT EXITS 4
MIN. EXIT SEPARATION 74'-4"
230'-0"
5
108'-2"
NUMBER OF SALES EXITS 3 4
276"
PROJECT DATA MERCHNEY STRUCTURE
REMODEL BUILDING AREA LIMITS
SALES FLOOR EXISTING 18,630 SQ. FT. / 30
22,672 SQ. FT.TOTAL BUILDING AREA EXISTING
OCCUPANCY LOAD
= 621.0 OR 621STOCKROOM EXISTING 2,501 SQ. FT. / 300 = 8.3 OR 9
TOTAL OCCUPANT LOAD EXISTING = 653
CORE AREA EXISTING 1,262 SQ. FT. / 100 = 12.6 OR 13
VESTIBULE EXISTING 279 SQ. FT. / 30 = 9.3 OR 10
2015 INTERNATIONAL BUILDING CODE2015 INTERNATIONAL PLUMBING CODE2015 INTERNATIONAL MECHANICAL CODE2014 NATIONAL ELECTRIC CODE2015 INTERNATIONAL FIRE CODE2015 INTERNATIONAL FUEL GAS CODE
IIBFIRE SUPRESSIONCONSTRUCTION TYPEOCCUPANCY CLASSIFICATION
SPRINKLERED (EXISTING TO REMAIN)
MERCANTILE
ALARM SYSTEM ALARMED (EXISTING TO REMAIN)
NUMBER OF STORIES 1 (EXISTING TO REMAIN)
THIS PROJECT IS BASED ON THE REQUIREMENTS OF THE FOLLOWING:
IIBCONSTRUCTION TYPEOCCUPANCY CLASSIFICATION MERCANTILE
FIRE SUPRESSION SPRINKLERED
GARDEN CENTER NEW 2,378 SQ. FT. / 60
NEW BUILDING AREA LIMITS OCCUPANCY LOAD
6,960 SQ. FT.TOTAL MERCHNEY AREA
TOTAL OCCUPANT LOAD = 47
= 39.6 OR 40FEED STORAGE NEW 1,926 SQ. FT. / 300 = 6.4 OR 7
ALARM SYSTEM ALARMED
K-2005KINGSTONC_LAVATORYVITREOUS CHINA
LOADING PLATFORM
STOCKROOM105
WOMEN110
MEN109
EMPLOYEE
108LOUNGE
MANAGER'S
107OFFICE
CORRIDOR106
VESTIBULE101
RETAIL SALES102
GARDEN CENTER113
FEED STORAGE114
DRESSINGROOM104
BOPIS SHED
H
E
ELEC. PAN
EL
TELE. BOARD
ELEC. PAN
EL
G
ONEWAY
PICKUP
ONEWAY
PICKUP
ONEWAY
PICKUP
ONE
WAY
FENCED OUTDOOR DISPLAY AREA
PERMANENT SIDEWALKDISPLAY AREA
PERMANENT SIDEWALKDISPLAY AREA
PERMANENT SIDEWALKDISPLAY AREA
K-2005KINGSTONC_LAVATORYVITREOUS CHINA
C DOOR 'C' UTILIZES DELAYED EGRESS HARDWARE (15 SEC.)EGRESS WIDTH = 68" / 0.15OCCUPANT LOAD PER DOOR = 453
D
EXIT DOOR 'D' SHALL BE USED BYEMPLOYEES ONLY. OCCUPANTSSHALL NOT EGRESS THROUGH THESTOCKROOM.
DOOR 'D' UTILIZES ALARMED DETEXPANIC HARDWAREEGRESS WIDTH = 34" / 0.15OCCUPANT LOAD PER DOOR = 227
B EGRESS WIDTH = 60" / 0.15OCCUPANT LOAD PER DOOR = 400
108'-2" (ACTUAL MINIM
UM EXIT SEPARATION DISTANCE)
223'-0" X 1/3 THE DIAGONAL = 74-4" (MINIM
UM EXIT SEPARATION DISTANCE)
GATE 'F'EGRESS WIDTH = 96" / 0.15OCCUPANT LOAD PER DOOR = 640GATE TO REMAIN UNLOCKED DURING BUSINESS HOURSF
EDOOR 'E' UTILIZES DELAYED EGRESSHARDWARE (15 SEC.)EGRESS WIDTH = 34" / 0.15OCCUPANT LOAD PER DOOR = 227
AEGRESS WIDTH = 80" / 0.15OCCUPANT LOAD PER DOOR = 533
HEGRESS WIDTH = 34" / 0.15OCCUPANT LOAD PER DOOR = 227
G
EGRESS WIDTH =68" / 0.15OCCUPANT LOADPER DOOR = 453
IEGRESS WIDTH = 34" / 0.15OCCUPANT LOAD PER DOOR = 227
TRACTOR SUPPLY COMPANY
2934 Sidco DriveSuite 120Nashville, TN 37204
ARLINGTONTENNESSEE
OXFORDARCHITECTURE
ArchitecturePlanning
Interior Architecture
LS1.0
LIFE SAFETY / FIXTURE PLAN
1 LIFE SAFETY / FIXTURE PLANSCALE: 1/8" = 1'-0"
LOADING PLATFORM
STOCKROOM105
WOMEN110
MEN109
EMPLOYEE
108LOUNGE
MANAGER'S
107OFFICE
CORRIDOR106
VESTIBULE101
RETAIL SALES102
H
E
ELEC. PAN
EL
TELE. BOARD
ELEC. PAN
EL
G
SHELTER
FENCED OUTDOOR DISPLAY AREA
PERMANENT SIDEWALKDISPLAY AREA
PERMANENT SIDEWALKDISPLAY AREA
PERMANENT SIDEWALKDISPLAY AREA
CONTRACTOR TO REMOVE LIGHTCOVERS AND CEILING TILE IN OFFICECORE AREA. STORE LIGHTING TO BEREINSTALLED IN SAME LOCATION.
CONTRACTOR TO REMOVE SINK AND COUNTER. PREPAREA TO RECEIVE NEW WORK.
CONTRACTOR TO REMOVE CARPET AND/OR VINYL TILEFLOORING AS NECESSARY. PREP AREA TO RECEIVENEW WORK.
CONTRACTOR TO REMOVE SWING DOORS. PREP AREATO RECEIVE NEW WORK.
CONTRACTOR TO SAW CUT AND REMOVE MASONRYTO CREATE OPENING FOR NEW AUTOMATIC SLIDINGDOORS WHERE INDICATED. SEE A1.0 FOR EXTENTSAND LOCATION.
CONTRACTOR TO CONFIRM WITH TSC PM IFOVERHEAD DOOR IS TO BE REMOVED AND REPLACED.DOOR TO BE PURCHASED, PROVIDED, AND INSTALLEDBY DH PACE AS REQUIRED.
CONTRACTOR TO DEMO AS REQUIRED FOR GREENHOUSEFOOTINGS, SEE MERCHNEY STRUCTURAL DRAWINGS FORADDITIONAL INFORMATION.
CONTRACTOR TO REMOVE CANOPY. PATCH WALLPENETRATIONS AND CONCRETE WHERE NECESSARY.PREP AREA TO RECEIVE NEW WORK.
CONTRACTOR TO REMOVE MAN GATE. PREP AREA TORECEIVE NEW WORK.
CONTRACTOR TO REMOVE PLUMBING FIXTURES ANDTOILET ACCESSORIES. ANY CERAMIC OR VINYL TILEFLOORING TO BE REMOVED. URINAL TO REMAIN, SEEPLUMBING FOR NEW HARDWARE. VERIFY ALL WORKWITH TSC PROVIDED SCOPE OF WORK. PREP AREA TORECEIVE NEW WORK.
CONTRACTOR TO REMOVE DRINKING FOUNTAINS.VERIFY WORK WITH TSC PROVIDED SCOPE OF WORK.PREP AREA TO RECEIVE NEW WORK.
CONTRACTOR TO REMOVE ROOF ACCESS LADDER.RELOCATED WHERE INDICATED ON A1.0. VERIFY EXACTLOCATION WITH TSC PM.
CONTRACTOR TO REMOVE ANY PAINTED STRIPINGWITHIN NEW MERCHNEY STRUCTURE. PREP AREA TORECEIVE NEW WORK.
CONTRACTOR TO REMOVE SHELTER AND ALLASSOCIATED COMPONENTS. PATCH CONCRETE ASNECESSARY TO MATCH ADJACENT SURFACES. PREPAREA TO RECEIVE NEW WORK.
CONTRACTOR TO REMOVE LIGHT COVERS, CEILINGTILE, AND VINYL TILE FLOORING. PREP AREA TORECEIVE NEW WORK.
CONTRACTOR TO REMOVE DRESSING ROOM WALLS,DOOR, AND ACCESSORIES. REUSE ACCESSORIESWHEN POSSIBLE. PREP AREA TO RECEIVE NEW WORK.
CONTRACTOR TO REMOVE WALL PACKS, CONDUIT,ETC. ON SIDE WALL IN MERCHNEY STRUCTURE AREA.PATCH WALL PENETRATIONS AS NECESSARY. PREPAREA TO RECEIVE NEW WORK.
CONTRACTOR TO REMOVE FENCE AS NECESSARY FORNEW DRIVE AISLE. RELOCATE WHERE INDICATED. SEEA1.0 FOR LOCATION.
CONTRACTOR TO REMOVE CANTILEVERED GATES. PREPAREA TO RECEIVE NEW WORK.
CONTRACTOR TO REMOVE CANTILEVERED GATES. PREPAREA TO RECEIVE NEW WORK.
GENERAL NOTES(REFERS TO ALL AREAS WITHIN TSC DEMISED PREMISES)
· DEMOLITION PLAN SHOWS THE APPROXIMATE LAYOUT OF EXISTING BUILDINGSPACE AND IS NOT INTENDED TO REPRESENT "AS BUILT" CONDITIONS.CONTRACTOR MUST FIELD VERIFY EXISTING BUILDING CONDITIONS AS WELL ASVERIFY EXISTING MECHANICAL, PLUMBING, AND ELECTRICAL WORK LOCATED INTHE DEMOLITION SPACE. NOTIFY ARCHITECT IF THERE ARE ANY DISCREPANCIES.
· CONTRACTOR TO PROTECT EXISTING CONSTRUCTION SHOWN TO REMAIN DURINGDEMOLITION. DAMAGE TO EXISTING CONSTRUCTION SHOWN TO REMAIN SHALL BERESTORED TO MATCH PRE-DAMAGED CONDITION.
· CONTRACTOR TO PROTECT ALL EXISTING FINISH WORK TO REMAIN IN PLACEWHICH BECOMES EXPOSED DURING DEMOLITION OPERATIONS FROM DAMAGE.
· CONTRACTOR TO PROVIDE ALL NECESSARY SHORING, BRACING, AND SUPPORT TOPREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF STRUCTURE OR ELEMENTTO BE DEMOLISHED, AND ADJACENT STRUCTURE OR ELEMENT SHOWN TOREMAIN. SHORING AND BRACING SHALL BE DESIGNED BY CONTRACTOR'SPROFESSIONAL ENGINEER LICENSED IN THE APPLICABLE JURISDICTION.
· CONTRACTOR TO REFER TO MECHANICAL, PLUMBING, AND ELECTRICALDRAWINGS FOR ADDITIONAL DEMOLITION INFORMATION.
TRACTOR SUPPLY COMPANY
2934 Sidco DriveSuite 120Nashville, TN 37204
ARLINGTONTENNESSEE
OXFORDARCHITECTURE
ArchitecturePlanning
Interior Architecture
D1.0
DEMOLITION PLAN
1 DEMOLITION PLANSCALE: 1/8" = 1'-0"
GENERAL NOTES:
NOTE: GENERAL CONTRACTOR TO ORDER, "CONTACT POSTER", "CONCRETE CHECKLIST", AND "PHONE BOARDPOSTER" FROM PLAN EXPRESS AND POST ON STOREFRONT AT CONSTRUCTION START.
EXHIBIT H-1 - TRAINING CERTIFICATION
INITIAL TSCSTORE MANAGER
INITIALGC
TRAINING HAS BEEN COMPLETED WITH THE STORE MANAGER BY THE GENERAL CONTRACTOR ON HOW TO USE,OPERATE AND MAINTAIN:THE IRRIGATION SYSTEM. ALSO, THE TSC STORE MANAGER HAS BEEN ADVISED THAT THE STORE IS RESPONSIBLE FORMAINTAINING ALL LANDSCAPING STARTING AT EITHER FIXTURE DATE OR COMPLETION DATE, THE LATTER OF THE TWO DATES.THE LIGHT TIMER SYSTEM INCLUDING REVIEW OF THE SCHEDULETHE HVAC SYSTEM OPERATION INCLUDING HOW TO ADJUST THE PROGRAMMABLE THERMOSTATS.THE AUTOMATIC FRONT DOORS OPERATIONS INCLUDING SENSOR ADJUSTMENTS.
THE OVERHEAD DOORS OPERATIONS INCLUDING TIMER, TIMER OVERIDE, AND SAFETY EDGE.
THE DELAY EGRESS DOOR (THE RESET BUTTON IS IN THE CONTROL BOX AND HAS TO BE RESET ANY TIME POWER IS LOST).
STORE #
CITY/STATE
STORE MANAGER
GENERAL CONTRACTOR
COPY OF THIS EXECUTED DOCUMENT TO BEINCLUDED IN THE CLOSE OUT DOCUMENTS PROVIDEDBY THE GENERAL CONTRACTOR (FOR RETROFIT BYTENANT) OR LANDLORD (RETROFIT BY LL) TO TRACTORSUPPLY COMPANY!
PRINTING
RED STRIPINGRICK TOWNEPOP SOLUTIONS GROUP#901.483.5929 (CELL)#901.795.5936 x 19 (OFFICE)[email protected]
CINDY PINDPLAN EXPRESS866.404.2614 x [email protected]
ITEM THE FOLLOWING ITEMS ARE FURNISHED AND INSTALLED BY T.S.C.
THE FOLLOWING ITEMS ARE FURNISHED BY T.S.C. AND INSTALLED BY THE CONTRACTOR.ITEM
QUANTITY
QUANTITY
1. ALL CONSTRUCTION AND DETAILS SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL BUILDING CODES AND ORDINANCES AS OFTHE DATE OF THE DRAWINGS. ANY DEVIATIONS FROM BUILDING CODES REQUIRES NOTIFICATION AND APPROVAL FROM TSC PROJECTMANAGER.
2. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS OF THE SITE. DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT &OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION.
3. REMOVE ALL CONSTRUCTION AND DEMOLITION DEBRIS FROM JOB SITE DAILY. MAKE JOB PREMISES CLEAN AT COMPLETION OFPROJECT.
4. FIRE EXTINGUISHERS SHALL BE INSTALLED IN ACCORDANCE WITH THE LOCAL FIRE DEPARTMENT PRIOR TO COMPLETION OFCONSTRUCTION.
5. ALL DIMENSIONS ARE FACE OF DRYWALL AT NEW WALLS AND TO FINISHED FACE AT MASONRY WALLS UNLESS NOTED OTHERWISE.6. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS.7. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. IF DISCREPANCIES ARE FOUND, THE ARCHITECT AND OWNER SHALL BE NOTIFIED
IMMEDIATELY.8. THRESHOLDS SHALL NOT EXCEED 1/2 INCH IN HEIGHT.9. DRYWALL TO BE HELD UP 1/2" ABOVE CONCRETE FLOOR.
12. SPECIFIC MANUFACTURERS AND PRODUCTS ARE NAMED ON THE DRAWINGS TO INDICATE THE MINIMUM ACCEPTABLE LEVEL OFQUALITY. EQUAL OR BETTER PRODUCTS WILL BE CONSIDERED. SUBSTITUTES MUST BE APPROVED BY TSC PM.
13. ALL OFFICE WALLS TO BE INSULATED.14. CONCEAL ALL PIPING IN WALLS. WHERE PIPING IS TOO LARGE WALLS ARE TO BE FURRED OUT A MINIMUM TO CONCEAL PIPING.15. PROVIDE WATER RESISTANT GYPSUM BOARD BEHIND ALL PLUMBING FIXTURES.16. ALL COUNTERTOPS TO BE 2'-0" IN DEPTH UNLESS OTHERWISE NOTED.17. PROVIDE SOLID BLOCKING FOR WALL HUNG CABINETS, PLUMBING FIXTURES, ACCESSORIES AND MILLWORK.18. ALL MATERIALS USED BY ALL TRADES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED PER THE
MANUFACTURES INSTRUCTIONS.19. TSC RESERVES THE RIGHT TO REVIEW THE BUILDING ON OR BEFORE THE EXPIRATION OF THE LL'S ONE YEAR WARRANTY. IF ANY
WARRANTY OR PUNCH LIST ITEMS ARE FOUND THE LL SHALL IMMEDIATELY CORRECT THE CONDITION AT ITS' EXPENSE.20. WHEN SOS TRUCK COMES AS SCHEDULED 20 DAYS PRIOR TO FIXTURE DATE, GENERAL CONTRACTOR TO ASSIST TSC STORE MANAGER
WITH THE UNLOADING AND STORAGE OF ALL SOS TRUCK CONTENTS. IF GENERAL CONTRACTOR REQUESTS SOS TRUCK EARLY,GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL LABOR AND EQUIPMENT REQUIRED TO UNLOAD AND PROPER PLACEMENT ANDSTORAGE OF CONTENTS ONCE OFF SOS TRUCK.
21. GENERAL CONTRACTOR TO PROVIDE 2 COPIES OF SITE PLAN AND ELEVATIONS TO SIGN COMPANY ASSIGNED TO THIS PROJECT.VERIFY SIGN COMPANY W/ TSC. 1 COPY OF ELEVATIONS TO POP SOLUTIONS, RICK TOWNE (901.795.5936) -- ARCHITECT TO E-MAIL CADBASE OF FLOOR PLAN TO KEN MARSH, KMARSH@TRACTOR SUPPLY.COM), NO LATER THAN TWO WEEKS OF STARTING CONSTRUCTION.
22. GENERAL CONTRACTOR SHALL COORDINATE ENTIRE PROJECT AND SCHEDULE THE ALARM COMPANY FOR ALL ROUGH-IN AND FINALCONNECTIONS AND INSPECTIONS. CONTACT TSC, RICH WOOD 615.440.4721 FOR THE ALARM COMPANY ASSIGNED TO THIS LOCATIONNO LATER THAN TWO WEEKS AFTER CONSTRUCTION START. REFER TO THE SECURITY VENDOR PRE-CONSTRUCTION AND INSPECTIONS.CONTACT TSC, RICH WOOD @ 615.440.4721 FOR THE ALARM COMPANY ASSIGNED TO THIS LOCATION NO LATER THAN TWO WEEKSAFTER CONSTRUCTION START. REFER TO THE SECURITY VENDOR PRE-CONSTRUCTION AND PRE-INSTALLATION CHECKLIST.
23. CLOSE-OUT REQUIREMENTS, REFER TO LEASE / CONTRACT. FOR QUESTIONS, CONTACT GAYLE BASS @ 615.440.4795.24. THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL ANY DUCT SMOKE DETECTOR FOR NEW WORK ONLY. COORDINATE
WITH THE ASSIGNED ALARM COMPANY.25. THE GENERAL CONTRACTOR SHALL PAY FOR ALL UTILITY COST DURING CONSTRUCTION AND CONTACT DEEANA GHOLSON AT ECOVA,
INC. @ 509.329.7516 TWO WEEKS PRIOR TO FIXTURE DATE FOR TRANSFER TO TSC.26. DOCK ACCESS FROM ROAD MUST BE ACHIEVED 3 WEEKS PRIOR TO FIXTURE DATE.27. THE GENERAL CONTRACTOR OR LANDLORD SHALL SUBMIT A REPORT, ON A WEEKLY BASIS INDICATING THE PERCENT COMPLETE FOR
EACH LINE ITEM ON THE SCHEDULE USING THE TSC WEEKLY PROGRESS REPORT ALONG WITH PHOTOS PER PHOTO LOG ON THE BLANKREPORTS PROVIDED BY TSC.
28. THE GENERAL CONTRACTOR SHALL PROVIDE FOR INDEPENDENT INSPECTION AND CERTIFICATION FOR FOOTING COMPACTION, ANDCONCRETE QUALITY AND STRENGTH. THE RESULTS ARE TO BE SUBMITTED TO THE OWNER THE G.C. SHALL LIKEWISE PROVIDE ANINDEPENDENT INSPECTOR TO CERTIFY PROPER INSTALLATION OF THE STRUCTURAL STEEL OR PRE-ENGINEERED METAL BUILDINGSYSTEM.
29. FOR RED STRIPING, CONTACT POP SOLUTIONS @ 901.795.5936, ACCOUNT REP: RICK TOWNE.30. LANDLORD/LANDLORD GENERAL CONTRACTOR TO VERIFY WITH LOCAL POSTMASTER IF A MAILBOX IS REQUIRED. IF SO, GENERAL
CONTRACTOR TO INSTALL MAILBOX TYPE AND LOCATION PER THE POSTMASTER RECOMMENDATION AND PER USPS STANDARDS.31. 'J' MOLD TO BE USED AT ALL INTERSECTIONS OF GYPSUM BOARD AND ANY OTHER NON-GYPSUM MATERIAL.32. CORNER GUARDS TO BE USED AT ALL INTERIOR 'OUTSIDE' CORNER CONDITIONS.33. DURING CONSTRUCTION, ANY PARTIALLY COMPLETED MASONRY WALLS (CMU, BRICK, ETC.) SHALL BE COVERED WITH STRONG
WEATHER RESISTIVE MATERIAL DURING ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS AND ESPECIALLY AT THE END OF EACHWORK DAY. THE COVER SHALL BE DRAPED OVER THE WALL AND EXTEND A MINIMUM OF (2) TWO FEET DOWN FROM BOTH SIDES ANDSECURELY HELD IN PLACE.
34. FOR SOS TRUCK DELIVERIES ON RELO STORES, COORDINATE WITH TSC STORE SERVICES SPECIALIST BRAD COOPER([email protected]) FOR RENTAL TOW-MOTOR DROP. RENTAL TOW-MOTOR SHOULD ARRIVE NO LATER THAN THEWEDNESDAY PRIOR TO FIXTURE DATE. THE RENTAL TOW-MOTOR WILL BE PICKED-UP THE MONDAY FOLLOWING THE STORE'S SOFTOPENING DATE.
35. FINISHED SPACE SHALL BE PROVIDED IN A MANNER THAT PREVENTS RODENT INTRUSION. SEAL PENETRATIONS THROUGH EXTERIORWALL SURFACES WITH AN AEROSOL, MOISTURE-CURING POLYURETHANE FOAM SIMILAR TO "PUR BLACK" BY TODOL PRODUCTS, INC.(508.651.3818) OR APPROVED EQUAL.
36. CONCRETE MASONRY UNITS AND EXTERIOR CONCRETE MOISTURE CONTENT CRITERIA. GENERAL CONTRACTOR, OR, THE OWNERSTESTING COMPANY SHALL PROVIDE MOISTURE TESTING OF ALL CMU AND CONCRETE EXTERIOR WALL PER ASTM D4263 PRIOR TOAPPLICATION OF PAINT.
37. TSC PROJECT MANAGER MUST APPROVE THE APPLICATION OF PAINT IN WRITING, IF THE MOISTURE CONTENT IS ABOVE 15%.38. GENERAL CONTRACTOR TO HAVE A LOCAL CONTACT WITHIN 2-HOURS FOR ALL (NON)WARRANTY ELECTRICAL AND/OR PLUMBING CALL
BACK REPAIRS.39. ADD STEEL WOOL AT ALL CONDUIT/PIPE PENETRATIONS AT EXTERIOR WALLS AND ADD ESCUTCHEON PLATE AND PROVIDE SEALANT AT
ALL ESCUTCHEON EDGES TO PREVENT RODENT INTRUSION.40. AT EXISTING HVAC CURBS, CONTRACTOR TO INSTALL STEEL WOOL AND CLOSED-CELL SPRAY FOAM AT ALL CURB PENETRATIONS TO
PREVENT RODENT INTRUSION. CONTRACTOR TO VERIFY ALL WARRANTIES REMAIN INTACT AND APPROVED BY LANDLORD.
1 SET RESTROOM ACCESSORIES (NOT INCLUDING MIRRORS)FIRE EXTINGUISHERSBRAILLE SIGNAGE
1 "OPEN" SIGN1 "CUB CADET" SIGN1 T.S.C. ROAD SIGN, GENERAL CONTRACTOR TO PROVIDE POWER TO SIGN BASE.
COORDINATE WITH SIGN COMPANY ASSIGNED TO THIS LOCATION1 SECURITY VENDOR WORK (NOT INCLUDING LVW) PAID BY TSC
10.
11.
HAND DRYERS
LIGHTING PROVIDER
TSC AND VENDOR CONTACT INFORMATIONTRACTOR SUPPLY FIXTURE PLANS
VINYL PLANK FLOORING
UTILITY TRANSFER INFORMATIONKEN MARSH#[email protected]
VICKY DERON#[email protected]
PROPANE COORDINATION
BRYAN BIRDWELLVILLA LIGHTING SUPPLY, INC. #[email protected] TIME:
3-5 DAYS - INT/EXT LIGHTING3-4 WEEKS - SITE POLE LIGHTING
ADAM CARRIER, NATIONAL ACCOUNTS MANAGERVILLA LIGHTING SUPPLY, INC.#[email protected] TIME:
3-5 DAYS - INT/EXT LIGHTING3-4 WEEKS - SITE POLE LIGHTING
ANNE VOELKER, PRICING CONTACTVILLA LIGHTING SUPPLY, INC.#[email protected] TIME:
3-5 DAYS - INT/EXT LIGHTING3-4 WEEKS - SITE POLE LIGHTING
GAGE PERRYPHILIPS TELETROL#[email protected]
SECURITY SYSTEMS
HVAC PROVIDERLOW VOLTAGE PROVIDERTERRY L CORPENINGMERCURY TECH PARTNERS, INC.#828.465.7348 x [email protected]
ELECTRIC PANELERIC LINE, NATIONAL ACCOUNTS MANAGERCAROLINA PRODUCTS, INC. (CPI)#800.736.4455 OFFICE#704.778.2327 [email protected] TIME: 6 WEEKS
STOREFRONT DOORS
METAL RAMP DISTRIBUTORTONY HAMILTONQ.S.I. ENVIRONMENTAL & INDUSTRIALSTEEL FABRICATORS#[email protected] TIME: 3 WEEKS
ANDREW STREUTKERDURA-RAMP, INC.#[email protected] TIME: 3-5 WEEKS
PROTOTYPESACTION BY WHO WHEN SPECIAL NOTES
PLEASE BE SURE TO VERIFY HVAC SYSTEMS(GROUND MOUNT VS. ROOF MOUNT, ETC...)SECURITY SYSTEMS CONTRACTOR TO IDENTIFYEXIST. HVAC UNITS BY LL PER THE CHECKLIST
STORE ADDED TO SOSCODES AND BUILDING TYPE (CONTACT TSC PM AS NECESSARY) RESEARCHED,BA AND FA PLANS COMPLETED
SECURITY SYSTEMS CONTRACTOR COMPLETES PLANS SENDS TO RICH WOODAND TSC PM
PLANS FORWARDED TO LL AND/OR HIS ARCHITECT IF KNOWN
LL TO COMPLETE ALL LVW SOW PER PLANS USING TSC VENDOR
SECURITY SYSTEMS CONTRACTOR TO INSTALL THEIR EQUIPMENT AND MAKETERMINATIONS
INSTALLATION OF PA SYSTEM, PHONE SYSTEM, SPEAKERS, OUTSIDE HORNS,PHONES, PATCH PANEL, AP'S W/ ANTENNAS
INSTALLATION OF POS SYSTEMS AT ALL LOCATIONS AND TESTING OF AP SYSTEM
TSC REAL ESTATE
JCI/ADT
TSC PM
MERCURY TECH
RAY CLEMENT / MERCURY TECH
RAY CLEMENT / AGILYSIS
1ST MONDAY OF EACH MONTH
WITHIN 30 DAYS AFTER ADDED TO THE SOS
ON 30TH DAY AFTER ADDED TO SOS
31 DAYS
WHEN SENT BY LL PRIOR TO CONSTRUCTION STARTNO LESS THAN 2 WEEKS PRIOR TO FD FROM 2 WEEKS
MONDAY AND TUESDAY BEFORE FD
TUESDAY BEFORE FD
TSC TO REVIEW LL PLANS FOR ACCURACY TSC PM
ON DEVELOPER OWNED PROJECTS, DEVELOPER IS RESPONSIBLE FOR 100 % OF COST OF LVW VENDOR AND WIRING.
JCI/ADT
JCI/ADT STARTING APPROXIMATELY 3 WEEKS FROM FD TO BEDONE LAST AS LVW VENDOR COMPLETES NO LATERTHAN 2 WEEKS PRIOR TO FD.
LVW RESPONSIBILITY AND TIMING PLAN
GAVIN ELLIS, SYSTEMS APPLICATIONS ENGINEERJCI120 W. PARK DRIVE, BIRMINGHAM, AL 35211#[email protected]
JESSICA JONES, TEAM MANAGERINSTALLATION COORDINATOR / JCI10405 CROSSPOINT BLVD., INDIANAPOLIS, IN [email protected]@jci.com
DUANE MULLINSMERCURY TECH PARTNERS, INC.#828.465.7348 x [email protected]
BUMPER SIGNS / BOLLARD COVERSKEVIN O'NEILLMCCUE#[email protected]
EMS
JEREMY BLACK, STORE PROJECT SPECIALIST /STORE OPERATIONSTSC CONTACT FOR BULK PROPANE#615.440.4533#615.484.4486 (FAX)[email protected]
FELICIA MINGSTSC CONTACT FOR BULK PROPANE#615.440.4217#615.484.4486 (FAX)[email protected]
CLOSE-OUT BINDER REQUIREMENTS
PRO
TO
RETR
O
X = REQUIREDCONTRACTOR SHALL PROVIDE OWNER WITH ONE ELECTRONIC CLOSE-OUT BINDER ON A CD. ALL INFORMATION BELOW MUST BE INCLUDED. THE CLOSE-OUT BINDER SHALL BESENT ATTN TO THE CONSTRUCTION COORDINATOR AT THE OWNER'S ADDRESS: 5401 VIRGINIA WAY, BRENTWOOD, TN 37027.
NAME, ADDRESS AND TELEPHONE NUMBER OF THE CONTRACTOR AND ALL SUBCONTRACTORS.1.XX
PM STORE # CITY/STATE ______________________________________________________________________________ SO __________________________
THE FINAL CERTIFICATE OF OCCUPANCY OR THE EQUIVALENT THEREOF DESCRIBED IN ARTICLE 15.5.2(b)XX 2.AN ASSIGNMENT BY THE CONTRACTOR OF ALL GUARANTEES AND WARRANTIES FROM ALL SUBCONTRACTORS, VENDORS, SUPPLIERS, AND MANUFACTURERS, TOGETHERWITH ORIGINALS OF ALL SUCH GUARANTEES, WARRANTIES, AND OPERATING MANUALS (E.G. HVAC, ROOF, DOORS, WATER HEATER, ETC. AS APPLICABLE).
XX 3.
COMPLETE LIST OF EQUIPMENT - COMPLETE TEMPLATE.XX 4.CONFIRMATION IN WRITING FROM THE INSTALLER OF THE HVAC SYSTEM OR COMPONENTS THEREOF CONFIRMING THAT THE PROPERSTART-UP PROCEDURES WERE FOLLOWED.
XX 5.
COMPLETE RETROFIT HVAC BREAKDOWN OF COSTS - COMPLETE TEMPLATE.XN/A 6.COMPLETE PROTOTYPE HVAC INFORMATION - COMPLETE TEMPLATE.N/AX 7.CERTIFICATE OF SEWER CLEAN-OUT BY THE PERSON WHO PERFORMED THE SAME.8.XN/ADISABILITY ACCESSIBILITY INSPECTION REPORTS SENT TO THE TEXAS DEPARTMENT OF LICENSING AND REGULATION (FOR TEXAS STORES ONLY).9.XXA COPY OF THE PUNCH LIST ITEMS SIGNED BY THE OWNER (OR STORE MANAGER, IF SO AUTHORIZED BY OWNER) CONFIRMING ALL PUNCH LIST ITEMS ARE COMPLETED.10.XX(1) PDF CONTAINING WORKING DRAWINGS AND PLANS AND SPECIFICATIONS REFLECTING 'AS-BUILT' CONDITIONS, WITH A SUMMARY LIST OF CHANGES, INCLUDING IN .PDF FORMAT.11.XXA COMPLETE SET OF FIRE SPRINKLER SHOP DRAWINGS, IF APPLICABLE.12.XXA CERTIFICATE EVIDENCING THAT INSURANCE REQUIRED UNDER THE CONTRACT DOCUMENTS SHALL REMAIN IN FORCE AFTER FINAL PAYMENT AND SHALL NOT BE CANCELED,REDUCED, OR ALLOWED TO EXPIRE UNTIL AT LEAST 30 DAYS PRIOR WRITTEN NOTICE HAS BEEN GIVEN TO THE OWNERS.
13.XN/A
CERTIFICATION OF WATER WELLS AN/OR SEPTIC SYSTEMS THAT DEMONSTRATE INSPECTION AND ACCEPTANCE BY THE MUNICIPALITY. THIS SHOULD INCLUDE ANY ONGOINGTESTING AND/OR INSPECTIONS THAT ARE REQUIRED AS WELL AS THE INTERVAL AT WHICH TESTING AND/OR INSPECTION MUST BE COMPLETED.
14.XX
DIGITAL PHOTOGRAPHS OF THE 'BEFORE' AND 'AFTER' OF THE FRONT VIEW OF THE STORE.15.XN/ACOPY OF COLOR SCHEDULE.16.XXROOFING INSPECTION REPORT FROM THE ROOFING MANUFACTURER (SHOULD REFLECT ROOF PROPERLY INSTALLED AND AS SUCH WARRANTY 100% IN TACT).17.XX
TSC PM - SIGNATURE DATE
CERTIFICATION FROM THE PROJECT CIVIL ENGINEER THAT THE STORM WATER DRAINAGE SYSTEM HAS BEEN CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THEAPPROVED PLANS AND ALL APPLICABLE LAWS (SEE LEASE EXHIBIT).
18.N/AX
DOORS, FRAMES, & DOOR HARDWARE
SECTIONAL DOORSADAM POSLOSKYDH PACE#[email protected]@dhpace.comLEAD TIME:
2-3 WEEKS - SECTIONAL & COILING DOORS*USE COILING DOORS IN HIGH IMPACT REGIONS
TRAVIS SMITHDH PACE#[email protected]@dhpace.comLEAD TIME:
2-3 WEEKS - SECTIONAL & COILING DOORS*USE COILING DOORS IN HIGH IMPACT REGIONS
CHARLES GIRTMANNATIONAL ACCOUNT SALES EXECUTIVEDH PACE#[email protected]
SAMI TOTTENDH PACE#[email protected]@dhpace.comLEAD TIME:
2 WEEKS - HOLLOW METAL FRAMES3 WEEKS - PRE-PAINTED & HPI DOORS3-4 WEEKS - WIND RATED ASSEMBLIES & COASTAL /
CA PROJECTS
MATT MATTHEWS, NATIONAL ACCOUNT MANAGERSTANLEY#[email protected] TIME: 6 WEEKS
CARLA MESSINA, NATIONAL ACCOUNT PMSTANLEY#[email protected] TIME: 6 WEEKS
LISA JUMP, NATIONAL ACCOUNT SALES MANAGERYORK / JOHNSON CONTROLS#800.481.9738 x 6531 TOLL FREE#405.419.6527 [email protected]@jci.comLEAD TIME: 3-4 WEEKS
ASHLEY MAYWORLD DRYERS DISTRIBUTOR#[email protected]
JOE RAY, SALES APPLICATION ENGINEERYORK / JOHNSON CONTROLS#405.419.6631 DIRECT#1.800.481.9738 QUOTE [email protected]@jci.comLEAD TIME: 3-4 WEEKS
JAMES MASTERS, TSC ENERGY MANAGERENGIE#[email protected]@engie.com(FOR LP ACCOUNTS FOR BUILDING HEAT CALL AMERIGAS)
AMY SADLEREARTHWERKS/ SWIFF-TRAIN#[email protected]
BOPIS SHED PROVIDERRICK WELLERL.J.S. SOLUTIONS#[email protected]
KEITH GREEENTELAID#[email protected]
RONALD BRUSSPOMEROY#[email protected]
WASTE AND RECYCLING VENDORDIANE HUEFFMEIER, PROGRAM MANAGERROCKTENN COMPANY#[email protected]
(RECOMMENDED ONLY)
TRACTOR SUPPLY COMPANY
2934 Sidco DriveSuite 120Nashville, TN 37204
ARLINGTONTENNESSEE
OXFORDARCHITECTURE
ArchitecturePlanning
Interior Architecture
A0.0
TENANT CRITERIA & VENDOR INFORMATION
MATERIAL SCHEDULEHARDWARE SETSIZE
DOOR SCHEDULE
10'-0" X 10'-0"
PR 3'-0"X8'-0"
13
MARK
6*
E MTL.
MATERIALSTORE FRONT
ALUM. / GLASS
TYPE
D
FRAME
MTL.
SEE NOTES 1 & 122
REMARKS
2
INSUL MTL.
NOTE: TRACTOR SUPPLY COMPANY HAS A NATIONAL ACCOUNT WITH DH PACE FOR DOOR HARDWARE.CONTACT: CHARLES GIRTMAN @ [email protected] OR #816.221.0543
18
NOT USED
4
NOT USED
NOT USED
SEE NOTE 18
STORE FRONT
9" MIN. TO CENTER OF SIGN
18" MAX. FAR EDGE OF SIGN
MEN'SRESTROOM
INSTALL RAISED CHARACTER, BRAILLESIGNS COMPLYING WITH ANSI A117.1INDICATING, 'EXIT', AT LATCH SIDE OFEACH EXIT DOOR. SEE PLAN FOR EXITSIGN LOCATIONS. 60" MAX. TO BOTTOM
OF TOP ROW OF TEXT
48" MAX. TO BOTTOM OF BRAILLECELLS / BOTTOM ROW OF TEXT
JOHNSONITE VINYL #40 BLACK IN ALL SPACES W/ PREFORMED INSIDE AND OUTSIDE CORNERSVINYL BASE
CLEAR ANODIZED ALUMINUM
HIGH GLOSS FINISH - COLOR TO MATCH SW4081 SAFETY RED FROM 10'-0" A.F.F. TO 10'-8" A.F.F., FRONT, LEFT, AND RIGHT SIDES 2 COATS: S-W ACROLON 100, B65R720 PART A SAFETY RED/ B65V720 PART B HARDENER - APPLY AS NEEDED FOR COMPLETE COVERAGE)
INTERIOR FINISHES:
STOREFRONT FINISH
EXTERIOR BUILDING FINISHES:
(CONCRETE MASONRY UNITS)RED ACCENT STRIPE
GLOSS FINISH - COLOR TO MATCH SW1012 POWER GREY 1ST COAT: S-W KEM KROMIK UNIVERSAL METAL PRIMER, B50Z
SERIES - OMIT FOR H.M. DOOR FRAMES (6.0 - 8.0 MLS WET / 3.0 -4.0 MLS DRY PER COAT) 2ND COAT: S-W INDUSTRIAL ENAMEL HS, B54Z400 SERIES 3RD COAT: S-W INDUSTRIAL ENAMEL HS, B54Z400 SERIES (2.0 - 4.0 MILS DRY PER COAT) (APPLY AS NEEDED FOR COMPLETE COVERAGE)
VINYL PLANK FLOORING
APPLY TO EXTERIOR RED STRIPE ONLY - CLEAR COAT GLOSS FINISH - DIAMOND-CLAD WB 3 COMPONENT, LOW VOC WATERBASED ACRYLIC POLYURETHANE CLEAR COAT DIAMOND-CLAD CLEAR COAT URETHANE GLOSS CLEAR PART A (B65T175) DIAMOND-CLAD CLEAR COAT URETHANE HARDNER PART B (B65V175) DIAMOND-CLAD CLEAR COAT URETHANE CATALYST PART C (B65C175)MIX COMPONENTS PER MANUFACTURERS SPECIFICATIONS COAT ACROLON WITHIN 48 HOURS RECOMMENDED SPREAD RATE (WET MILS: 2.4-4.8 AND DRY MILS: 1.0-2.0)
RED STRIPE (AROUND VESTIBULE BUMP OUT) - BY POP SOLUTIONS TO MATCH RED STRIPE SW 4081 SAFETY RED
NOTE: APPLICATIONS MAYUTILIZE BRUSH, ROLLEROR AIRLESS SPRAYER;HOWEVER, ALL COATSMUST BE BACK-ROLLED.SEE SHERWIN WILLIAMSDATA SHEET APPLICATIONRECOMMENDATIONS
NOTE: APPLICATIONS MAY UTILIZEBRUSH, ROLLER OR AIRLESSSPRAYER; HOWEVER, ALL COATSMUST BE BACK-ROLLED. SEESHERWIN WILLIAMS DATA SHEETAPPLICATION RECOMMENDATIONS
CONCRETE MASONRY UNITS AND EXTERIOR CONCRETE MOISTURE CONTENT CRITERIA.GENERAL CONTRACTOR, OR, THE OWNERS TESTING COMPANY SHALL PROVIDE MOISTURE TESTING OF ALL CMU AND CONCRETE EXTERIORWALL PER ASTM D4263 PRIOR TO APPLICATION OF PAINT. TSC PROJECT MANAGER MUST APPROVE THE APPLICATION OF PAINT IN WRITING,IF THE MOISTURE CONTENT IS ABOVE 15%.
SWIFF-TRAIN COMPANY EARTHWERKS "WOOD CLASSIC" GWT-C 9812
LOADING DOCK GUARDRAILS AND HOLLOW METAL DOOR FRAMES
STOREFRONT GLAZING VESTIBULE EXTERIOR 1" TEMP. INSULATED GREY TINTED GLASSSTOREFRONT GLAZING VESTIBULE INTERIOR 1/4" TEMP. CLEAR GLASS
(DOOR 12 ONLY)
6* FRAME SUPPLIED BY TSC, INSTALLED BY CONTRACTOR
ADA SIGNAGE
DOOR TYPES
DOOR NOTES
HOLLOW METAL DOORSFACTORY FINISHED SHER-CRYL HPA SW1012 POWER GRAY
H.M. AND WOOD DOORS FACTORY FINISHED SHER-CRYL HPA SW1012 POWER GRAY
DOORS
HARDWARE SCHEDULE
5
8
7
5B
6
SET #
1 C
1 A
1 B
3
4
QUANTITY ITEM MANUFACTURER
2
MORTISE CYLINDER 28107-2-26DCYLINDER - THUMB TURN 7201-2-6261CC7A2 (BEST GREEN CONSTRUCTION CORE)BALANCE OF HARDWARE BY DOOR SUPPLIER
CYLINDER, DUMMY 7160DC-26DBALANCE OF HARDWARE BY DOOR SUPPLIER
MORTISE CYLINDER 28107-1-26DCYLINDER - THUMB TURN 7201-2-6261CC7A2 (BEST GREEN CONSTRUCTION CORE)DRIP CAP 16A X 76 - ABALANCE OF HARDWARE BY DOOR SUPPLIER
ALL HARDWARE BY DOOR SUPPLIER
HINGES MPB79 4 1/2 X 4 1/2 NRP- 26DCYLINDRICAL LOCK T581BD X D X 23981145 X 5164 X 1 3/41CC7A2 (BEST GREEN CONSTRUCTION CORE)CLOSER, PARALLEL ARM SC81A X SS S SLIMSILENCER SR64-GRYCONTINUOUS HINGE MCK-22HD 66-CLEARPRIVACY SET T301S X D X 23981137 X 5164 X 1 3/4- 626WALL STOP WS407- CCV-US32DSILENCER SR64- GRY
HINGE MPB79 4 1/2 X 4 1/2 NRP- 26DDELAYED RIM EXIT DEVICE V40 X EEPT5-TSS - 711MORTISE CYLINDER 28107-1-26D1CC7A2 (BEST GREEN CONSTRUCTION CORE)CLOSER, PARALLEL ARM SC81A X DS X SLIM - 689WEATHER STRIPING 160V X 36 X 84 - MILLTHRESHOLD 896V X 36 - MILLDRIP CAP 16A X 40 - A
HINGE MPB79 4 1/2 X 4 1/2 NRP - 26DPUSH PLATE 8200 X 4 X 16 - US32DPULL PLATE 8302-0 X 4 X 16 - US 32DCLOSER, REGULAR ARM SC81A X RW/PA X SLIM - 689WALL STOP WS407-CCV - US32DSILENCER SR64 - GRYLITE KIT L-FRA 100 5 W X 35 H (TEMPERED GLS) - GPZ
HINGE MPB79 4 1/2 X 4 1/2 NRP - 26DCYLINDRICAL LOCK T511BD X D X 23981145 X 5164 X 1 3/4-6261CC7A2 (BEST GREEN CONSTRUCTION CORE)WALL STOP WS407-CCV - US32D (DOOR 11 ONLY)O.H. STOP 6016 X SURFACE MOUNT X 2 - US32D (DOOR 14 ONLY)SILENCER SR64 - GRY
HINGE MPB79 4 1/2 X 4 1/2 NRP- 26DPRIVACY SET T301S X D 23981137 X 5164 X 1 3/4 - 626CLOSER, REGULAR ARM SC81A X RW/PA X SLIM - 689WALL STOP WS407-CCV - US32DSILENCER SR64-GRY
ILCILCBEST
ILC
ILCILCBESTNAT
MCKFALBESTFALIVE
MCKFALIVEIVE
MCKDETILCBESTFALNATNATNAT
MCKIVEIVEFALIVEIVENAT
MCKFALBESTIVEHAGIVE
MCKFALFALIVEIVE
1 EA.1 EA.1 EA.
2 EA.
1 EA.1 EA.1 EA.1 EA.
3 EA.1 EA.1 EA.1 EA.3 EA.
1 EA.1 EA.1 EA.2 EA.
3 EA.1 EA.1 EA.1 EA.1 EA.1 EA.1 EA.1 EA.
3 EA.1 EA.1 EA.1 EA.1 EA.3 EA.1 EA.
3 EA.1 EA.1 EA.1 EA.1 EA.3 EA.
3 EA.1 EA.1 EA.1 EA.3 EA.
3 EA.1 EA.2 EA.1 EA.1 EA.1 EA.1 EA.1 EA.1 EA.1 EA.2 EA.1 EA.
HINGE MPB79 4 1/2 X 4 1/2 NRP- 26DEXIT ALARM ECL-230D X GRAY X (OUTSIDE KEY CONTROL)1CC7A2 (BEST GREEN CONSTRUCTION CORE)PULL 8N-US28CLOSER, PARALLEL ARM SC81A X DS X SLIM-689WEATHERSTRIP 160V X 36 X 84 - MILLDOOR BOTTOM 95WH X 36 - MILLTHRESHOLD 896V X 36 - MILLDRIP CAP 16A X 40 - ACYLINDER COLLAR ECL-1595RIM CYLINDER R28207-9DOOR VIEWER U698 - B26D (MOUNT 60" CL/A.F.F.)
MCKDETBESTHAGFALNATNATNATNATDETILCIVE
MORTISE CYLINDER 28107-2-26DCYLINDER, DUMMY 7160DC-26D1CC7A2 (BEST GREEN CONSTRUCTION CORE)BALANCE OF HARDWARE BY DOOR SUPPLIER
ILCILCBEST
1 EA.1 EA.1 EA.
1 D
10
9
11
HINGES MPB79 4 1/2 X 4 1/2 NRP- 26DCLASS LOCKSET T561BD X D X23981145 X 5164 X 1 3/4 -26DCLOSER SC81A X RW/PA X SLIM-689WALL STOP WS407-CCV-US32DSILENCER SR64- GRY
HINGES MPB79 4 1/2 X 4 1/2 NRP- 26DFIRE-RATED EXIT DEVICE FV40 X LD- 628CLOSER, PARALLEL ARM SC81A X DS X SLIM- 689THRESHOLD 896V- MILLDOOR BOTTOM 95WH - MILLWEATHER STRIPPING 160V- MILLDRIP CAP 16A-A
HINGES MPB79 4 1/2 X 4 1/2 NRP- 26DRIM EXIT DEVICE V40 X DC X EE X TSC-711POWER TRANSFER PT5REMOVABLE MULLION F90KR-7CLOSER, PARALLEL ARM SC81A X DS X SLIM - 689THRESHOLD 896V- MILLDOOR BOTTOM 95WH - MILLWEATHER STRIPPING 160V - MILLDRIP CAP 16A - A
MCKFALFALIVEIVE
MCKDETFALNATNATNATNAT
MCKDETDETDETFALNATNATNATNAT
3 EA.1 EA.1 EA.1 EA.3 EA.
3 EA.1 EA.1 EA.1 EA.1 EA.1 EA.1 EA.
3 EA.2 EA.2 EA.1 EA.2 EA.1 EA.1 EA.1 EA.1 EA.
NOT USED
44 3'-0" X 5'-8" H H. MTL. 4
'A' 'D' 'E'
1'-0
" 3'-6
"
10"
'H'
8"5'
-8"
8"
S.C. WOOD
1ST COAT: FACTORY PRIMED REMAINING COATS: FACTORY FINISHED
(COLOR TO MATCH SW1012, POWER GREY)EXTERIOR METAL AND INTERIOR WOOD DOORS:
PROVIDED BY DH PACETOUCH-UP PAINT
(COLOR TO MATCH SW7513, SANDERLING@ DRESSING ROOM DOOR ONLY)
PIPE BOLLARDS AND COVERS 6" SCHEDULE 40 CONCRETE FILLED PIPE BOLLARD WITH MCCUE POST COVER CSPC-6-307(SEE MANUFACTURER FOR BOLLARD SIZES OTHER THAN 6" DIA.) COLOR TO BE STANDARD YELLOW
NOTE: CONTRACTOR TO ACCESSA0.0_ASD1.PDF ON PLAN EXPRESSFOR ALTERNATE PAINTSPECIFICATION BY PPG.
NOT USED
(DOOR 16 ONLY)
1 EA.1 EA.1 EA.
SEMI-GLOSS FINISH - SW 4081 SAFETY RED 1ST COAT: S-W PROMAR 200 ZERO VOC INTERIOR LATEX PRIMER, B28W02600 (4 MILS. WET, 1.2 MILS DRY) 2ND COAT: S-W PROMAR 200 ZERO VOC INTERIOR LATEX SEMI-GLOSS, B31R02658 3RD COAT: S-W PROMAR 200 ZERO VOC INTERIOR LATEX SEMI-GLOSS, B31R02658
RED ACCENT STRIPE (IN RETAIL SALES AREA - 10'-3" TO BOTTOM OF STRIPE, 12" STRIPE)
GLOSS FINISH - COLOR TO MATCH SW1012, POWER GREY 1ST COAT: S-W KEM KROMIK UNIVERSAL METAL PRIMER, B50Z SERIES (6.0 - 8.0 MILS WET / 3.0 - 4.0 MILS DRY PER COAT) 2ND COAT: S-W PROMAR 400 ZERO VOC INTERIOR LATEX
SEMI-GLOSS, B31W04651 SERIES 3RD COAT: S-W PROMAR 400 ZERO VOC INTERIOR LATEX
SEMI-GLOSS, B31W04651 SERIES (4 MILS WET, 1.3 MILS DRY PER COAT)
GLOSS FINISH - COLOR TO MATCH SW1012, POWER GREY COLOR TO MATCH SW7513, SANDERLING - @ DRESSING ROOM DOOR ONLY
1ST COAT: FACTORY PRIMED 2ND COAT: S-W PROMAR 400 ZERO VOC INTERIOR LATEX SEMI-GLOSS,
B31W04651 SERIES 3RD COAT: S-W PROMAR 400 ZERO VOC INTERIOR LATEX SEMI-GLOSS,
B31W04651 SERIES (4 MILS WET, 1.3 MILS DRY PER COAT)
METAL DOOR FRAMES
INTERIOR COLUMNS (METAL)
SEMI-GLOSS FINISH - COLOR TO MATCH SW7005 PURE WHITE 1ST COAT: S-W PREPRITE BLOCK FILLER B25W25 (75-125 SQ. FT./GAL @ 16 MILS WET; 8 MILS DRY) 2ND COAT: S-W PROMAR 400 ZERO VOC INTERIOR LATEX SEMI-GLOSS, B31W04651 SERIES 3RD COAT: S-W PROMAR 400 ZERO VOC INTERIOR LATEX SEMI-GLOSS, B31W04651 SERIES (4 MILS WET, 1.3 MILS DRY PER COAT)
MASONRY (CONCRETE, SCORED, SMOOTH, HIGH/LOW DENSITY)
CONCRETE MASONRY UNITS FOR CONVENTIONAL BUILDINGS.ELASTOMERIC SYSTEM
LIGHTING POLE BASES
SEMI-GLOSS FINISH - (COLOR TO MATCH SW7036 ACCESSIBLE BEIGE.) 1ST COAT: S-W PROMAR 200 ZERO VOC INTERIOR LATEX PRIMER,
B28W02600 (4 MILS WET, 1.3 MILS DRY PER COAT) 2ND COAT: S-W PROMAR 400 ZERO VOC INTERIOR LATEX SEMI-GLOSS,
B31W04651 SERIES 3RD COAT: S-W PROMAR 400 ZERO VOC INTERIOR LATEX SEMI-GLOSS,
B31W04651 SERIES (4 MILS WET, 1.3 MILS DRY PER COAT)
OUTER CORE AREAS
INNER CORE AREAS
SEMI-GLOSS FINISH - (COLOR TO MATCH SW7005 PURE WHITE.) 1ST COAT: S-W PROMAR 200 ZERO VOC INTERIOR LATEX PRIMER,
B28W02600 (4 MILS WET, 1.3 MILS DRY PER COAT) 2ND COAT: S-W PROMAR 400 ZERO VOC INTERIOR LATEX SEMI-GLOSS,
B31W04651 SERIES 3RD COAT: S-W PROMAR 400 ZERO VOC INTERIOR LATEX SEMI-GLOSS,
B31W04651 SERIES (4 MILS WET, 1.3 MILS DRY PER COAT)
FLAT FINISH - FRONT FACADE COLOR TO MATCH SW7513 SANDERLING TO 4'-0" A.F.F., SW7532URBAN PUTTY FROM 4'-0" A.F.F. TO TOP OF C.M.U. , ALL SIDES. 1ST COAT: S-W LOXON ACRYLIC BLOCK SURFACER, LX01W0200 (50-100 SQ FT/ GAL @ 16 MILS
WET; 8 MILS DRY) 2ND COAT: S-W CONFLEX XL SMOOTH HIGH BUILD ACRYLIC COATING, CF11 SERIES 3RD COAT: S-W CONFLEX XL SMOOTH HIGH BUILD ACRYLIC COATING, CF11 SERIES (16 MILS WET, 7.5 MILS PER DRY COAT) (ACCEPTABLE TOLERANCE IS 9-10 PINHOLES PER SQ. FT.)
1ST COAT: S-W PREPRITE 200 ZERO VOC INTERIOR LATEX PRIMER, B28W02600
(4 MILS WET, 1.3 MILS DRY PER COAT) TSC TO PROVIDE AND INSTALL WALLPAPER
OUTER DRESSING ROOM WALLS
GLOSS FINISH - COLOR TO MATCH SW1012, POWER GREYCOLOR TO MATCH SW7513, SANDERLING -@ DRESSING ROOM DOOR ONLY
1ST COAT: FACTORY PRIMED 2ND COAT: S-W PRO INDUSTRIAL WATERBASED ALKYD
URETHANE ENAMEL B53W01051 SERIES 3RD COAT: S-W PRO INDUSTRIAL WATERBASED ALKYD
URETHANE ENAMEL B53W01051 SERIES (4 MILS WET, 1.6 MILS DRY PER COAT)
METAL DOOR FRAMES - OPTION (HARDER FINISH AND BETTERCOLOR/GLOSS RETENTION)
EXPOSED DECK & JOISTS (PRE-PRIMED GREY) PREFERED OR AS APPROVED BY TSC
PLASTIC LAMINATE - WILSONART 4857-60 SHADOW ZEPHYR AT EMPLOYEE LOUNGE COUNTERTOP PROVIDED BY TSC
RETAIL SALES TO BE PAINTED DOWN TO 7' A.F.F. BEHIND FIXTURES, AND 12' AROUND OPENINGS
LAYIN CEILINGS & GRID (OFFICE CORE) ARMSTRONG DUNE 1776 2X4, WHITE, SQUARE LAYIN, OR EQUAL
LAYIN CEILINGS & GRID (VESTIBULE) GRID STONE GYPSUM CEILING PANELS 1/2" X 2' X 4'
FIBERGLASS REINFORCED PANEL (FRP) - BY GLASTEEL, GLASLINER FRP,COLOR: XA WHITE, FINISH: TEXTURED. INSTALL AS WAINSCOT TO 4'A.F.F. ON ALL WALLS ADJACENT TO THE WATER COOLER AND ON ALL NON-MASONRY WALLS IN RESTROOMS. SEE DETAILS A5.0 FOR MOPSINK CONDITION. SEE DETAILS A5.1 FOR PET WASH WALL CONDITION.
DOOR NOTES:1. 10' WIDE X 10' HIGH SECTIONAL INSULATED METAL DOOR W/ ELECTRIC OPERATOR, (2) RADIO REMOTES, TIMER, CHAIN KEEPER AND REVERSING SAFETY EDGE.
OVERRIDE BUTTON TO BE SUPPLIED BY OVERHEAD DOOR VENDOR AND INSTALLED BY GENERAL CONTRACTOR'S ELECTRICIAN. COLOR TO BE FACTORYFINISHED WHITE.
2. NOT USED.3. NOT USED.4. NOT USED.5. NOT USED.6. NOT USED.7. NOT USED.8. NOT USED.9. NOT USED.10. DOOR #18 KEYED ALIKE.11. NOT USED.12. CONTRACTOR TO INSTALL PLASTIC AIR CURTAIN WITH 50% PANEL OVERLAP @ INSIDE NEW DOOR. AIR CURTAIN INCLUDED WITH OVERHEAD DOOR VENDOR
PACKAGE.13. CONTRACTOR TO PROVIDE AND INSTALL DOOR SWEEPS.14. DOORS TO HAVE FLAT THRESHOLD PROVIDED BY DOOR MANUFACTURER.15. NOT USED.16. NOT USED.17. NOT USED.18. 72" X 96", 72" X 84" OR 36" X 96" OPENINGS TO BE PROVIDED AS: P11PLUS, WITH 10" X 30" ADA COMPLIANT WINDOWS, 18" TALL BUMPERS, COLOR: RED. (OR)
OPENINGS 96" X 120" TO BE: DURULITE STANDARD DOORS WITH 20" X 30" ADA COMPLIANT WINDOWS, 36" TALL BUMPERS, COLOR: RED.19. NOT USED.20. NOT USED.21. NOT USED.22. NOT USED.23. SEE MERCHNEY DRAWINGS FOR DOOR SPECIFICATIONS.
FLOOR IN VESTIBULE,SALES, STOCKROOM,RESTROOMS, CORRIDOR,MANAGER'S OFFICE,EMPLOYEE LOUNGE
CONCRETE FLOORING SPECIFICATIONS, PROVIDE THE FOLLOWING:
· ANY FLOOR AREAS OVER 3" ROUND WILL BE PREPPED BY THE "GC".· MECHANICALLY GROUND AND POLISHED FLOOR SURFACE TO A 400 GRIT RESIN
DIAMOND FOLLOWED BY 800 GRIT DIAMOND PAD BURNISH FOR A MID LEVELGLOSS. INCLUDED IN THIS PROCESS IS CONCRETE DENSIFICATION,JOINT/CRACK FILLING UP TO 1150 LF AND PATCHING OF HOLES SMALLER THAN3" THAT POSE A TRIP HAZARD. PROCESS TO BE INSTALLED BY FLOORINGCONTRACTOR. NO SUBSTITUTIONS.
MANAGER'S OFFICE
EMPLOYEE LOUNGE
SPRINKLER ROOM
DRESSING ROOM
FINISH SCHEDULE
110
109
WOMEN
MEN
CORRIDOR106
108
107
105
104
STOCKROOM
VESTIBULE101
103
102 RETAIL SALES
ROOM NO. ROOM
A.C.T. @ 8'-0"
A.C.T. @ 8'-0"
GYP. BD. CEILING PANELS @ 10'-0" A.F.F.
PTD. GYP. / C.M.U. / PLYWOOD
PTD. GYP./ FRP
PTD. GYP.
PTD. GYP.
(SEMI-GLOSS, WHITE)A.C.T. @ 8'-0"
A.C.T. @ 8'-0"
A.C.T. @ 8'-0"
PTD. GYP. / C.M.U.PTD. C.M.U. / STOREFRONT
(SEMI-GLOSS, WHITE)
WALLS
EXP. STRUCTURE FACTORY PRIMED (GRAY)
CEILING
VINYL
VINYL
VINYL
-
FLOOR-
VINYL
BASE
1, 4, 5, 9
1, 4, 7, 9
1, 4, 9
9
6, 9
2, 3, 9
REMARKS
PTD. GYP./C.M.U./ FRP
PTD. GYP./C.M.U./ FRP
EXP. STRUCTURE FACTORY PRIMED (GRAY)
VINYL
VINYL
1. CEILING TILE: 2' x 4' X 3/4" MINERAL BOARD, NON-DIRECTIONAL FISSURED, MEDIUM TEXTURE, FLAME RESISTANCE CLASS A, FLAME SPREADCLASS I
2. VINYL PLANK: EARTHWERKS "WOOD CLASSIC" GWC 9812. DELIVERED BY TSC, SUPPLIED, PURCHASED AND INSTALLED BY CONTRACTOR.BEVELED EDGE VINYL PLANK TO BE USED AT EXPOSED TRANSITION OF VINYL PLANK FLOORING TO CONCRETE.
3. RED ACCENT STRIPE @ 10'-3" FROM FINISH FLOOR TO BOTTOM OF STRIPE -1'-0" STRIPE4. WALL COLOR TO BE (SW7036 ACCESSIBLE BEIGE). TRIM AND DOORS TO BE (SW1012 POWER GRAY).5. FRP WAINSCOT TO BE INSTALLED ON ALL NON-MASONRY WALLS 4'-0" A.F.F. COLOR: XA WHITE, FINISH: TEXTURED.6. GRID STONE GYPSUM CEILING PANELS 1/2" X 2' X 4'7. FRP WAINSCOT TO BE INSTALLED BEHIND AND ON ALL SIDES OF THE WATER COOLER ALCOVE TO 4'-0" A.F.F. COLOR: XA WHITE, FINISH:
TEXTURED.8. INTERIOR DRESSING ROOM WALLS TO BE PURE WHITE. EXTERIOR WALL EXTENDING ABOVE 9'-0" A.F.F. TO BE PAINTED PURE WHITE W/ RED
STRIPE TO MATCH RETAIL SALES WALLS. EXTERIOR DRESSING ROOM WALLS TO BE WALLPAPER PROVIDED AND INSTALLED BY TSC.9. SEE CONCRETE FINISHING REQUIREMENTS THIS SHEET.10. VINYL TILE TO MATCH AZROCK V-862 CLOUD WHITE OR ARMSTRONG 51899 COOL WHITE.
1, 4, 5, 9
1, 4, 9
PTD. GYP. / C.M.U. 2, 8OPEN TO DECK ABOVE VINYL
PTD. GYP. / C.M.U.(SEMI-GLOSS, WHITE) EXP. STRUCTURE FACTORY PRIMED (GRAY) - 9
DRYWALL AND INTERIOR DRESSING ROOM WALLS(WALLS, GYPSUM BOARD, PLASTER BOARD, ETC.)
GLOSS FINISH - COLOR TO BE SW4084 SAFETY YELLOW 1ST COAT: S-W LOXON ACRYLIC BLOCK SURFACER,
LX01W0200 (50-100 SQ FT/ GAL @ 16 MILS WET;8 MILS DRY)
2ND COAT: S-W CONFLEX XL SMOOTH HIGH BUILD ACRYLICCOATING, CF11 SERIES
3RD COAT: S-W CONFLEX XL SMOOTH HIGH BUILD ACRYLICCOATING, CF11 SERIES
(APPLY AS NEEDED FOR COMPLETE COVERAGE) PRODUCT IS PACKAGE SAFETY YELLOW; COLOR
ACCEPTANCE SHOULD BE APPROVED BY TRACTOR SUPPLY.
CONDUIT IN CLOTHING AREA CONDUIT ON EXTERIOR WALLS IN CLOTHING AREA RUST-OLEUM UNIVERSALHAMMERED ALL SURFACE PAINT + PRIMER COLOR: BROWN
6, 13
GC TO PAINT EXPOSED CONDUIT IN RETAIL SALESAREA TO MATCH INTERIOR WALL FINISH
EXPOSED CONDUIT IN RETAIL SALES AREA
VINYL PLANKCONCRETE /
VINYL PLANK
CONCRETEGRIND & POLISH
CONCRETEGRIND & POLISH
CONCRETEGRIND & POLISH
CONCRETE
CONCRETEGRIND & POLISH
CONCRETE
CONCRETEGRIND & POLISH
CONCRETEGRIND & POLISH
PR 3'-0"X7'-0"
3'-0" X 7'-0"
19
18 GLASSA ALUM. SEE NOTES 10, 13 & 141A
20
3'-0" X 7'-0"
3'-0" X 7'-0"
21
22
23
24
10'-0" X 10'-0" SEE NOTE 23
SEE NOTE 23
SEE NOTE 23
25
SEE NOTE 23
10'-0" X 10'-0"
10'-0" X 10'-0"
3'-0" X 7'-0"
SEE NOTE 23
SEE NOTE 23
SEE NOTE 23
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USEDTRACTOR SUPPLY COMPANY
2934 Sidco DriveSuite 120Nashville, TN 37204
ARLINGTONTENNESSEE
OXFORDARCHITECTURE
ArchitecturePlanning
Interior Architecture
A0.1
DOOR & FINISH SCHEDULES
STOCKROOM105
WOMEN110
MEN109
EMPLOYEE
108LOUNGE
MANAGER'S
107OFFICE
CORRIDOR106
VESTIBULE101
RETAIL SALES102
GARDEN CENTER113
FEED STORAGE114
DRESSINGROOM104
BOPIS SHED
H
E
ELEC. PAN
EL
TELE. BOARD
ELEC. PAN
EL
G
ONEWAY
PICKUP
ONEWAY
PICKUP
ONEWAY
PICKUP
ON
EW
AY
ONE
WAY
FENCED OUTDOOR DISPLAY AREA
PERMANENT SIDEWALKDISPLAY AREA
PERMANENT SIDEWALKDISPLAY AREA
PERMANENT SIDEWALKDISPLAY AREA
NOTE:FINAL FIXTURE PLAN TO BE DEVELOPEDBY TSC. SERVICE DESK, FIXTURES ANDCOUNTERS TO BE SUPPLIED BY TSCAND INSTALLED BY CONTRACTOR.
9A5.0
6
7A5.0
19
VERI
FY E
XTEN
T O
F PL
ANK
FLO
ORI
NG
W/ F
INAL
FIX
TURE
PLA
N
VERIFY EXTENT OF PLANK FLOORING W/ FINAL FIXTURE PLAN
2A1.0
4
13
5'-6"8'-0"
12'-0
"15
'-4"
2'-4
"(2) 4' SWING GATES TO REMAINUNLOCKED AND OPEN WHEN THEBUILDING IS OCCUPIED. INSTALL SIGNSIN 1" LETTERS STATING "THIS GATE TOREMAIN UNLOCKED WHEN THIS SPACEIS OCCUPIED" ON EACH GATE
DURULITE DOOR AND CUSTOM FRAME BYTSC, INSTALLED BY CONTRACTOR.CONTRACTOR TO PROPERLY SECURE ALLANCHOR POINTS WHEN ANCHORING INPLACE. VERIFY LOCATION W/ FIXTUREPLAN & INSTALL AFTER FIXTURES HAVEBEEN INSTALLED.
AT EACH BOPIS AND VETERAN PARKING SPACE,CONTRACTOR TO PROVIDE AND INSTALLVERTICAL SIGNAGE, SEE DETAILS ON AS1.0
RELOCATED ROOF ACCESS LADDER.CONFIRM EXACT LOCATION WITH TSCPM. LADDER TO BE PRIMED ANDPAINTED GRAY TO MATCH EXTERIORMAN DOOR PAINT SPECIFICATION. SEEDETAILS ON SHEET A4.0.
TSC TO PROVIDE ANCHOR BOLTS PERMANUFACTURER'S SPECIFICATIONS ANDANCHOR RACKS TO CONCRETE. TSC TOPROVIDE ANCHOR PLATES.
PROVIDE AND INSTALL KNOX LOCKSFOR GATES, COORDINATE LOCATIONWITH FIRE DEPARTMENT
DRESSING ROOM TO BE CLEAR OF CONDUITAND JUNCTION BOXES BELOW 96" A.F.F.
(2) 4" PAINTED YELLOW LINESINDICATING EXTENT OF DRIVE AISLE
NOTE: SLOPE OF SIDE LOT SURFACE SHALL BE 3%MAX IN ANY DIRECTION. CONTRACTOR TO CONFIRMWITH GRADE SURVEY BEFORE ANY WORK ISSTARTED IN SIDE LOT.
SIGN FOR GATE OPERATOR: "GATE WILLOPEN AUTOMATICALLY. PLEASE PULLFORWARD."
PAINTED STOP BAR. COORDINATE WITHTSC PM.
CONCRETE FLOOR TO BE CLEANED ANDBURNISHED.
20' ROLLING CANTILEVERED GATE WITHAUTOMATIC GATE OPERATOR, SEE A4.0
NOTE: VARIATIONS IN THE FINISH FLOORELEVATIONS BETWEEN THE BUILDINGSLAB AND SIDE LOT MAY OCCUR WHICHREQUIRE ADDITIONAL SLOPING OFCONCRETE AT NEW SLIDING DOORS.COORDINATE SLOPES WITH TSC PM ANDSTORE PLANNING AS THIS MAY AFFECTFIXTURING.
1A5.0
GROUND MOUNTED AIR CONDITIONINGUNIT TO SERVICE FEED STORAGEENCLOSED BY CHAIN LINK FENCE, SEEMECHANICAL.
4" PAINTED YELLOW LINES INDICATINGEXTENT OF SIDEWALK DISPLAY
TSC TO PROVIDE ANCHOR BOLTS PERMANUFACTURER'S SPECIFICATIONS ANDANCHOR RACKS TO CONCRETE. TSC TOPROVIDE ANCHOR PLATES.
CONCRETE FLOOR TO BE SEALED WITHEUCOSIL LIQUID DENSIFIER ASMANUFACTURED BY EUCLID CHEMICALCOMPANY INC.
20' ROLLING CANTILEVERED GATE WITHAUTOMATIC GATE OPERATOR, SEE A4.0
CONTRACTOR TO VERIFY THAT VINYL PLANK FLOORING ISINSTALLED THROUGHOUT CLOTHING AREA. REMOVE ANDINSTALL ADDITIONAL FLOORING AS NECESSARY.
MITER VINYL PLANK AT OUTSIDECORNER OF EXTENT OF CLOTHINGAREA. RETURN VINYL PLANK TOCOVER ALL EXPOSED SHORTEDGES UNTIL FIXTURES COVERFLOORING. COORDINATE W/FINAL FIXTURE PLAN.
TRACTOR SUPPLY COMPANY
2934 Sidco DriveSuite 120Nashville, TN 37204
ARLINGTONTENNESSEE
OXFORDARCHITECTURE
ArchitecturePlanning
Interior Architecture
A1.0
ARCHITECTURAL FLOOR PLAN
2 DETAILSCALE: 1/4" = 1'-0"
VINYL PLANK RETURN 1 ARCHITECTURAL FLOOR PLANSCALE: 1/8" = 1'-0"
FIN. FLR.0'-0" A.F.F.
PAINTED SAFETY RED
GENERAL CONTRACTOR, OR, THEOWNERS TESTING COMPANY SHALLPROVIDE MOISTURE TESTING OF ALLCMU AND CONCRETE EXTERIORWALLS PER ASTM D4263 PRIOR TOAPPLICATION OF PAINT. TSC PROJECTMANAGER MUST APPROVE IF THEMOISTURE CONTENT IS ABOVE 15%.
PAINTED SW7532 URBAN PUTTY ABOVE4'-0" A.F.F.
PAINTED SW7513 SANDERLING TO 4'-0" A.F.F.(2) 4' MAN GATES20' ROLLING CANTILEVERED GATE WITHAUTOMATIC GATE OPERATOR, SEE A4.0 FORDETAILS
JOIST BEARING
RELOCATED ROOF LADDER
FIN. FLR.0'-0" A.F.F.
OVERHEAD DOOR, SEE MERCHNEYDRAWINGS FOR SPECIFICATIONS
HVAC UNIT BEYOND
TRACTOR SUPPLY COMPANY
2934 Sidco DriveSuite 120Nashville, TN 37204
ARLINGTONTENNESSEE
OXFORDARCHITECTURE
ArchitecturePlanning
Interior Architecture
ELEVATION1 SCALE: 1/8"=1'-0"
FRONT
ELEVATION2 SCALE: 1/8"=1'-0"
LEFT SIDE
ELEVATION3 SCALE: 1/8"=1'-0"
REAR
A2.0
ARCHITECTURAL ELEVATIONS
STOCKROOM105
WOMEN110
MEN109
EMPLOYEE
108LOUNGE
MANAGER'S
107OFFICE
CORRIDOR106
VESTIBULE101
RETAIL SALES102
GARDEN CENTER113
FEED STORAGE114
DRESSINGROOM104
BOPIS SHED
H
E
ELEC. PAN
EL
TELE. BOARD
ELEC. PAN
EL
G
ONEWAY
PICKUP
ONEWAY
PICKUP
ONEWAY
PICKUP
ON
EW
AY
ONE
WAY
FENCED OUTDOOR DISPLAY AREA
PERMANENT SIDEWALKDISPLAY AREA
PERMANENT SIDEWALKDISPLAY AREA
PERMANENT SIDEWALKDISPLAY AREA
EXIT
INSTALL NEW LIGHT COVERS ANDCEILING TILE IN EXISTING CEILINGGRID. STORE LIGHTING TO BEREINSTALLED IN SAME LOCATION.VERIFY ALL WORK WITH TSCPROVIDED SCOPE OF WORK.
10'-0" A.F.F.
E
AT CHICK DAY POWERLOCATION, GC TO PROVIDE &INSTALL STEEL CORD REEL PERMANUFACTURER'SINSTRUCTIONS, COORDINATE W/ELECTRICAL FOR CHICK DAYPOWER LOCATION. REEL TO BEHUBBELL #HBLC40123TT
8'-0" A.F.F.8'-0" A.F.F.
8'-0" A.F.F. 8'-0" A.F.F.
EQ EQ
EXIT
CENTERED AT PEAK, MOUNTAS HIGH AS POSSIBLE
CENTERED IN SHED, MOUNTEDAS TIGHT TO SHED STRUCTUREAS POSSIBLE
CENTERED BETWEEN COLUMNSON MAIN FRAME LINE, TYP.
EQ EQ
EQ EQ
EQ EQ
EQ EQ
EQ EQ
EQ EQ
EQ EQ
EQ EQ
EQ EQ
EQ EQ
INSTALL NEW LIGHT COVERS ANDCEILING TILE IN EXISTING CEILINGGRID. STORE LIGHTING TO BEREINSTALLED IN SAME LOCATION.VERIFY ALL WORK WITH SCOPE OFWORK.
EXPOSED CEILING
EXPOSED CEILING
EXIT SIGNEXIT
CEILING PLAN LEGEND
EMERGENCY LIGHTS (2 LIGHTS)E
8' LED LIGHT FIXTURESEE PLAN FOR MOUNTING HEIGHTS
GENERAL NOTES(REFERS TO ALL AREAS WITHIN TSC DEMISED PREMISES)
· TSC GENERAL CONTRACTOR RESPONSIBLE FOR COORDINATION OF ALL WORK.
· FIELD VERIFY QUANTITY AND LOCATION OF EXISTING LIGHT FIXTURES, ALL FIXTURES SHOWN AREASSUMED. DO NOT ADD ADDITIONAL FIXTURES IF LAYOUT SHOWN IS INCORRECT. COORDINATE WITHARCHITECT.
· CONTRACTOR RESPONSIBLE FOR ADDING NEW LIGHTING FIXTURES PER TSC GUIDELINES ANDENSURE ALL EXISTING LIGHTING IS IN PROPER WORKING ORDER.
· CONTRACTOR TO RELOCATE EXISTING LIGHT FIXTURES OR INSTALL NEW FIXTURES AS INDICATED INAREAS OF DEMOLITION. VERIFY EXISTING CONDITIONS ON SITE. COORDINATE WITH SHEET D1.0 FOREXTENT OF DEMOLITION.
· VERIFY CONDITION OF EXISTING INTERIOR LIGHT FIXTURES THROUGHOUT. RETROFIT AS REQUIRED TOLED. FIXTURES THAT ARE REMOVED IN AREAS OF DEMO MAY BE RELOCATED IN LIEU OF INSTALLINGNEW.
· ALL NEW/RELOCATED LIGHTING TO BE SUPPORTED VIA METAL THREADED ROD OR AIRCRAFT CABLE(NO CHAIN).
· TURN CEILING TILE AND GRID UP TO DECK AT EDGE OF LAY-IN CEILING AT ALL EXPOSED PLENUMAREAS. PROVIDE HOLD DOWN CLIPS.
LED LIGHT FIXTURESEE ELECTRICAL
Z-STRIP SPRING HANGER
FLAT WASHER
LOCK WASHER
HEX NUT
1 Z-STRIP SPRING HANGERSCALE: 1-1/2"=1'-0"
THREADED ROD
FLAT WASHER
LOCK WASHER
HEX NUT
ENLARGED ISOMETRIC Z-STRIP SPRING HANGERINSTALL PER MANUFACTURER'SRECOMMENDATIONS
LIGHTS IN MERCHNEY STRUCTURE 2 ALTERNATE ATTACHMENT DTL.SCALE: 3/4"=1'-0"
NOTE: SECURE PER LIGHTMANUFACTURER'S INSTALLATIONGUIDELINES. FOR CONTINUOUSROW MOUNTING, UTILIZE ENDPLATE COUPLER PER LIGHTMANUFACTURER'S INSTALLATIONGUIDELINES.
AIRCRAFT CABLE, TYP.
CABLE COMPRESSIONSLEEVE, INSTALL PERMANUFACTURER'SINSTALLATIONGUIDELINES
CABLE COMPRESSION SLEEVEINSTALL PER MANUFACTURER'SINSTALLATION GUIDELINES
LED LIGHT FIXTURESEE ELECTRICAL
LED LIGHT FIXTURESEE ELECTRICAL
AIRCRAFT CABLE, TYP.
LIGHTS IN MERCHNEY STRUCTURE
TRACTOR SUPPLY COMPANY
2934 Sidco DriveSuite 120Nashville, TN 37204
ARLINGTONTENNESSEE
OXFORDARCHITECTURE
ArchitecturePlanning
Interior Architecture
A3.0
REFLECTED CEILING PLAN1 REFLECTED CEILING PLAN
SCALE: 1/8" = 1'-0"
7A4.0
1'-0
" TYP
.
7'-1
0" (9
4")
4"
6"
7'-6
" (90
")
6"6'
-6" (
78")
5"
F.F.
TO
TO
P O
F PA
RAPE
TVE
RIFY
IN F
IELD
12" M
AX.
5"4"
CLE
AR
9"
COORDINATE DIMENSION WITHGUTTER ABOVE
1'-0
" TYP
.
CONTRACTOR TO INSTALL NEWRUNGS AT APPROPRIATE HEIGHTWITH CORRECT FASTENERSWHERE LADDER DOES NOT MEETGRADE
12" M
AXIM
UM
4"C
LEAR
7"VERIFY
ALUM. OR STEELTUBULAR LADDER
3/16" ALUM. OR STEELALTERNATE BRACKET
20'-0" GATE OPENING 10'-0" COUNTER SUPPORT
GATE STOPSGATE STOPS
CAST ALUM. CARRIAGE W/ (2)HEAVY DUTY RUBBER TIRES
8'-0"4'-0"20'-0"
18"
HEAVY DUTY NYLONROLLERS MOUNTED TOGATE POSTS
CAST ALUM. CARRIAGE W/ (2)HEAVY DUTY RUBBER TIRES
*NOTE: GATE INSTALLER TO DESIGN GATES FORAN END RESULT OF NO MORE THAN 8" OF SPACEFROM BOTTOM OF GATE TO FINISH SURFACE.
8" M
AX.
NOTE: CONTRACTOR TO INSTALL AUTOMATICGATE OPERATOR, LIFTMASTER SL 585. SEEELECTRICAL.
HEAVY DUTYNYLON ROLLERSMOUNTED TOGATE POSTS
18"
PRESSED STEEL CHAIN-LINKFENCE POST HINGES, 3 EACH SIDE
*NOTE: GATE INSTALLER TO DESIGN GATES FOR AN END RESULT OF NOMORE THAN 8" OF SPACE FROM BOTTOM OF GATE TO FINISH SURFACE.
8'-0"
TRACTOR SUPPLY COMPANY
2934 Sidco DriveSuite 120Nashville, TN 37204
ARLINGTONTENNESSEE
OXFORDARCHITECTURE
ArchitecturePlanning
Interior Architecture
A4.0
FENCE DETAILS & ELEVATIONS
4 ELEVATIONSCALE = 3/4" = 1'-0"
@ ROOF ACCESS LADDER FRONT
5 ELEVATIONSCALE = 3/4" = 1'-0"
@ ROOF ACCESS LADDER SIDE
7 DETAILSCALE = 3/4" = 1'-0"
PLATFORM PLAN
6 DETAILSCALE = 3" = 1'-0"
ALTERNATE BOTTOM SUPPORT
2 DETAILSCALE = 1/4" = 1'-0"
20' ROLLING CANTILEVERED GATE
1 DETAILSCALE = 1/4" = 1'-0"
20' ROLLING CANTILEVERED GATE
3 DETAILSCALE = 1/4" = 1'-0"
PAIR OF SWING GATES
C
E
D
A
B
F
G
MIRROR (1/4" POLISHED PLATE GLASS) 1 PIECE, 18 x 36
TOILET ACCESSORIES SCHEDULE
TOILET PAPER DISPENSER
SOAP DISPENSER
GRAB BAR
TYPE MODEL #
F.B.O., I.B.C.
MANUF.F.B.O., I.B.C.
BRADLEY8320-001-368320-001-42
40" MAX. TO CONTROL
REFLECTIVE SURFACE
MOUNTING HT.
33" - 36" TO TOP, MAX.
8320-001-18 39" - 41" TO BOTTOM33" - 36" TO TOP, MAX.
40" TO BOTTOM OF
NOT USED
NOTE:1. ALL HAND DRYERS, MIRRORS, AND GRAB BARS TO BE PROVIDED AND INSTALLED BY GC. TSC
IS NOT RESPONSIBLE.2. F.B.O., I.B.C. (FURNISHED BY OWNER; INSTALLED BY CONTRACTOR)3. FLUSH CONTROL SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET PER
ICC/ANSI 117.1 SECTION 604.6.4. FRP TO 4'-0" A.F.F. ON ALL WALLS EXCEPT CMU UNLESS NOTED OTHERWISE.5. ALL PLUMBING FIXTURES TO BE ANCHORED PER ALL ANCHOR POINTS.6. PROVIDE CEILING BATT INSULATION FOR RESTROOMS.7. NO ITEMS SHALL BE LOCATED FROM FLOOR TO CEILING WITHIN 18" OF THE EDGE OF THE
PULL-SIDE OF THE BATHROOM DOORS.
PAPER TOWEL DISPENSER 40" MAX. TO CONTROLF.B.O., I.B.C.
SMARTDRI PLUS WORLD DRYER UNIT40" TO BOTTOM OFK-974P2
CONTRACTOR TO UTILIZE TOILET ACCESSORIES SCHEDULE AS NECESSARY.
A5.0
4
2
3
A5.0
5
MEN'S109
WOMEN'S110
MANAGER'SOFFICE107
EMPLOYEELOUNGE108
CORRIDOR106
COUNTER, SEEDETAIL 6/A5.0
NOTE: IF A STAND ALONE FIRE ALARMSYSTEM IS BEING PROVIDED FORMONITORING OF GARDEN CENTER,PROVIDE ADDITIONAL PLYWOOD ANDPOWER REQUIREMENTS FOR FIREALARM EQUIPMENT. COORDINATEREQUIEMENTS WITH FIRE ALARMVENDOR.
VITREOUS CHINATOILETHIGHLINEK-3519
15" M
IN. 39
" TO
41"
33" -
36"
TO
TO
PO
F G
RAB
BAR
7" TO 9"
17" M
IN. T
O19
" MAX
.
39" TO 41"
B
18" M
IN.
11 2"M
IN.
42" MIN.
A
VINYL BASE
SW7036 ACCESSIBLE BEIGE
12" MAX.
B
FRP WAINSCOT TO 4'-0" A.F.F
LC
VINYL BASE
FRP WAINSCOT TO 4'-0" A.F.F
E
1'-6"
SW7036 ACCESSIBLE BEIGE
C
34" M
AX.
27" M
IN.
29" M
IN.
G
40" M
AX.
TO R
EFLE
CTI
VE S
URF
ACE
A
B
15" M
IN.
33" -
36"
TO
TO
PO
F G
RAB
BAR
36" MAX.
1'-6" MAX.1'-4" MIN.
LCTOILET
12" MIN.
BOTTOM OF REFLECTIVE SURFACE@ MIRROR & SOAP DISPENSER
ELECTRIC HAND DRYER
16" X 36" STAINLESS STEELPANEL UNDER HANDDRYER PROVIDED ANDINSTALLED BY G.C.
CLEAR SEALANT AROUND ALL 4SIDES OF MIRROR @ WALL TOCREATE WATER TIGHT SEAL
5'-0" MIN.CLEAR FLOOR SPACE
27" M
IN.
29" M
IN.
34" M
AX.
74" M
IN.
40" M
AX.
EBOTTOM OF REFLECTIVE SURFACE@ MIRROR & SOAP DISPENSER
SW7036 ACCESSIBLE BEIGE
ELECTRIC HAND DRYER
FRP WAINSCOT TO 4'-0" A.F.F
VINYL BASE
G
C
EXISTING OPENING
SEALANT @DISSIMILAR MATERIALS
STEEL CHANNEL PAINTED,WIDTH TO MATCH WALLTHICKNESS. PROVIDE 1/2"ANCHOR TO BLOCK @ 48"O.C. VERT. GROUT FILL
DOOR TRACK, SEE MANUF.
3'-0
"
40" M
AX.
1'-5"
4" VINYL BASE
PAPER TOWEL DISPENSERMTD. OVER COUNTER
TSC PROVIDED SINK,SEE PLUMBING
TSC PROVIDED CABINETS
TSC PROVIDED ADACOMPLIANT CABINET
WATER & WASTE LINEWRAP 102G BYTRUEBRO, INC.
TSC PROVIDEDCABINET
1'-8
"
5'-0
"
TSC PROVIDED SHELF ANDBRACKETS
GC TO COORDINATE ALLIN-WALL BLOCKINGREQUIREMENTS
GFI
SW7036ACCESSIBLE BEIGE
9" M
IN.
FRP WAINSCOT TO 4'-0"A.F.F. ADD CLEARSEALANT @ ALL SEAMSAND CORNERS
27" M
IN.
36" M
AX.
9" M
IN.
8" MIN. 6" MAX.
11" MIN.
4" MAX.
VINYL BASE
15" MIN.
15" MIN.
CL
CL
CORNER GUARDS @OUTSIDE CORNERS
5/8" GYP. BD. ON 3-5/8" METAL STUDS @16" O.C. FILL VOID WITH INSULATION
NOTE: CONTRACTOR TO BUILD DRESSING ROOM @ FRONT OF BUILDING ON RIGHT SIDE. G.C. TO BUILDADA COMPLIANT BENCH COVERED WITH LVT TO MATCH NEW CLOTHING DEPARTMENT FLOORING.
PROVIDE (4) FOUR HOOKS ON DRESSINGROOM WALL.
PROVIDE (2) TWO 24" x 60"MIRRORS, ONE ON THEEXTERIOR SIDE OF ROOM ANDONE ON THE INTERIOR WALLPARALLEL TO THE FRONT WALL.
DRESSINGROOM104
4
NOTE: PERIMETER WALLS OFDRESSING ROOM TO EXTEND TO9'-0" A.F.F. CAP AND FINISH TOPOF WALL WITH GYP. BD.
8A5.0
R2'-6"
3'-4
"2'
-8"
4'-3"2'-8"
1'-8"
3'-6
"2'
-6"
4"
4'-0"
3'-0"
4'-0"
ROOM SIGNAGE LOCATION
FIRE EXTINGUISHER, MOUNTPER AHJ
4"
20"
3/4" FINISH GRADEPLYWOOD
17"
2' X 2"
FLOOR
WALL
SECURE FRAMINGTO WALL
2 x 4 BLOCKING
1x6 APPLIED WOODTRIM W/ 0.25" RADIUSAT TOP EDGE
3/4" FINISH GRADEPLYWOOD
INSTALL LVT OVERPLYWOOD
TRACTOR SUPPLY COMPANY
2934 Sidco DriveSuite 120Nashville, TN 37204
ARLINGTONTENNESSEE
OXFORDARCHITECTURE
ArchitecturePlanning
Interior Architecture
1 ENLARGED CORE PLANSCALE: 3/8" = 1'-0"
3 ELEVATIONSCALE: 1/2" = 1'-0"
@ WOMEN'S RESTROOM
2 ELEVATIONSCALE: 1/2" = 1'-0"
@ WOMEN'S RESTROOM4 ELEVATIONSCALE: 1/2" = 1'-0"
@ WOMEN'S RESTROOM
A5.0
INTERIOR PLANS, ELEVATIONS, & DETAILS
9 DETAILSCALE: 1 1/2" = 1'-0"
@ EXISTING OVERHEAD DOOR JAMB
6 ELEVATIONSCALE: 1/2" = 1'-0"
@ BREAK ROOM COUNTER
5 ELEVATIONSCALE: 1/2" = 1'-0"
@ DRINKING FOUNTAIN
7 ENLARGED DRESSING ROOM PLANSCALE: 1/4" = 1'-0"
8 SECTIONSCALE: 1 1/2" = 1'-0"
DRESSING ROOM BENCH
H
G
CLR.,
MAX
12'-
0"
NEW OPENING IN EXIST. MASONRY WALL, SEE ARCH. FOR SIZE & LOCATION
ADD 3- #6's EA. JAMB, TYP.
GARDEN CENTER STRUCTURE & FOUNDATION, BY OTHERS
S3.0
1
TYP.
2S3.0
3
S3.0
EXIST. CONC. SLAB ON GRADE
CLR., MAX.
10'-0"
MODIFIED OPENING IN EXIST. MASONRY WALL, SEE ARCH. FOR SIZE & LOCATION
ADD 3- #6's EA. JAMB, TYP.
S3.01
TYP.
3S3.0
2S3.0
CONC. PAD w/ MECH. SYSTEM, SEE MECH.
NOTES:
1. VERIFY EXISTING CONSTRUCTION AND DIMENSIONS PRIOR TO COMMENCING CONSTRUCTION. IMMEDIATELY NOTIFY ARCHITECT IN WRITING IF CONDITIONS DEVIATE FROM THOSE NOTED.
2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ELEVATIONS NOT SHOWN.
3. ASSUMED EXTERIOR WALL CONSTRUCTION IS 8" THICK CMU., TYP. G.C. SHALL FIELD VERIFY EXISTING CONDITIONS AND MASONRY SIZE.
4. SHORE EXISTING WORK TO REMAIN ADJACENT TO NEW WORK BEFORE COMMENCING DEMO.
TRACTOR SUPPLY COMPANY
Job Number:
Date:
Revisions:
Sheet Number:
Revisions:
Revisions:
This drawing and the design shown isthe property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action
All measurements and items portrayedon this sheet are deemed to beaccurate by architect, however all bidding General Contractors should field verify the actual conditions. Anychanges to the scope of work, and thus potential change orders, should be identified and communicated in your bid submittal to TSC.
2934 Sidco Drive
Suite 120
Nashville, TN 37204
OXFORD
ARCHITECTURE
Architecture
Planning
Interior Architecture
ARLINGTON
TENNESSEE
2100.009
03.11.2021
FOUNDATION PLAN
S1.0WE-21047
STRUCTURAL SHEET INDEXSHEET NO. SHEET NAME
S1.0 FOUNDATION PLAN
S2.0 ROOF FRAMING PLAN
S3.0 DETAILS
S4.0 GENERAL NOTES
SCALE: 1/8" = 1'-0"1FOUNDATION PLAN
H
RTUEXIST.
RTUEXIST.
RTUEXIST.
RTUEXIST.
RTUEXIST.
LINTEL - CAST-CRETE 8F24-1B/1T
4
S3.0
5S3.0
TYP.
EXIS
T.
STEEL J
OIS
TS
EXIS
T.
STEEL J
OIS
TS
EXIS
T.
STEEL J
OIS
TS
4
S3.0
5
S3.0TYP.
LINTEL - CAST-CRETE 8F24-1B/1T
GARDEN CENTER STRUCTURE & FOUNDATION, BY OTHERS
NOTES:
1. VERIFY EXISTING CONSTRUCTION AND DIMENSIONS PRIOR TO COMMENCING CONSTRUCTION. IMMEDIATELY NOTIFY ARCHITECT IN WRITING IF CONDITIONS DEVIATE FROM THOSE NOTED.
2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ELEVATIONS NOT SHOWN.
3. ASSUMED EXTERIOR WALL CONSTRUCTION IS 8" THICK CMU., TYP. G.C. SHALL FIELD VERIFY EXISTING CONDITIONS AND MASONRY SIZE.
4. SHORE EXISTING WORK TO REMAIN ADJACENT TO NEW WORK BEFORE COMMENCING DEMO.
5. ROOF TOP MECHANICAL UNITS SHOWN ARE UNDERSTOOD TO BE EXISTING UNITS IN EXISTING LOCATIONS, U.N.O. IF NEW UNIT WEIGHTS ARE TO BE PROVIDED, NOTIFY ARCHITECT AND ENGINEER OF RECORD IN WRITING PRIOR TO COMMENCING NEW WORK. ADDITIONAL ANALYSIS MAY BE REQUIRED TO DETERMINE ADJUSTMENT/ STRENGTHING, UPON RECEIPT OF FINAL LOCATIONS AND WEIGHTS, OF EXISTING JOISTS TO ACCOMODATE NEW WORK.
6. G.C. SHALL FIELD VERIFY LOCATIONS OF EXISTING CONTROL JOINTS ADJACENT TO NEW AND MODIFIED OPENINGS. JOINTS SHALL BE 24" MINIMUM FROM BOUNDARY OF OPENING.
TRACTOR SUPPLY COMPANY
Job Number:
Date:
Revisions:
Sheet Number:
Revisions:
Revisions:
This drawing and the design shown isthe property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action
All measurements and items portrayedon this sheet are deemed to beaccurate by architect, however all bidding General Contractors should field verify the actual conditions. Anychanges to the scope of work, and thus potential change orders, should be identified and communicated in your bid submittal to TSC.
2934 Sidco Drive
Suite 120
Nashville, TN 37204
OXFORD
ARCHITECTURE
Architecture
Planning
Interior Architecture
ARLINGTON
TENNESSEE
2100.009
03.11.2021
ROOF FRAMING PLAN
S2.0WE-21047
SCALE: 1/8" = 1'-0"1ROOF FRAMING PLAN
NEW REINF., SEE PLAN FOR SIZE AND QUANTITY, SEE FOR GROUTING
GROUT SOLID TO LINTEL BEARING ELEVATION
. .
SAW CUT AS REQ'D TO ALLOW PLACEMENT OF NEW VERT. REINFORCEMENT
PROVIDE FORMWORK AS REQ'D TO ALLOW SOLID GROUTING OF REINFORCED CELLS
.
PROVIDE MIN. 8" BEARING FOR LINTELS
NEW OPENING
NOTE:1. SEE PLAN FOR NUMBER OF BARS
4 / S3.0
EXIST. CONC. SLAB
DRILL & EPOXY GROUT 6" INTO EXISTING FOUNDATION
EXIST. CMU, SEE PLAN
SEE PLAN FOR VERT. REINF.
EXIST. FOUNDATION
EXIST. CONC. SLAB
EXIST. GRANULAR FILL
EXIST. CONC. SLAB
EXIST. STEM WALL
CONC. SLAB, SEE PLAN
#5's @ 12" o.c., 12" EMBED, SET-XP EPOXY
NOTE:1. G.C. SHALL VERIFY
EXIST. CELLS ARE GROUTED @ NEW OPENINGS.
#5's @ 16" o.c., EMBED INTO GROUTED CELLS, 8" MIN.
EXIST. CMU
GROUT SOLID TO LINTEL BEARING
LINTEL, SEE PLAN
8" , MIN.
GROUT REINF. CELLS SOLID, EXTEND REINF. TO ROOF, U.N.O.
NOTE:1. SEE PLAN FOR NUMBER OF REINF. BARS.
EXIST. CMU, SEE PLAN
LINTEL, SEE PLANSEE P
LAN
HEIG
HT
SEE PLAN
WIDTH
TRACTOR SUPPLY COMPANY
Job Number:
Date:
Revisions:
Sheet Number:
Revisions:
Revisions:
This drawing and the design shown isthe property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action
All measurements and items portrayedon this sheet are deemed to beaccurate by architect, however all bidding General Contractors should field verify the actual conditions. Anychanges to the scope of work, and thus potential change orders, should be identified and communicated in your bid submittal to TSC.
2934 Sidco Drive
Suite 120
Nashville, TN 37204
OXFORD
ARCHITECTURE
Architecture
Planning
Interior Architecture
ARLINGTON
TENNESSEE
2100.009
03.11.2021
DETAILS
S3.0WE-21047
SCALE: NONE1PLAN DETAIL @ DOOR JAMB
SCALE: NONE2SECTION @ EXIST. STEM WALL
SCALE: NONE3SECTION @ NEW/EXIST. SLAB
SCALE: NONE4SECTION @ NEW LINTEL @ EXIST.
SCALE: NONE5SECTION @ NEW LINTEL
ABBREVIATIONS
&
PL
SHT
SPC
U.N.O.
RTU
C
FDN
FFE
INFO
REINF
FTG
JST
CONC
DIA
DWGS
CONT
EL
FINISHED FLOOR ELEVATION
FOUNDATION
INFORMATION
ROOF TOP UNIT
REINFORCING
UNLESS NOTED OTHERWISE
SHEET
SPACING
CENTERLINE
AND
PLATE
CONCRETE
DIAMETER
DRAWINGS
ELEVATION
CONTINUOUS
JOIST
FOOTING
ARCH
BRG
CMU CONCRETE MASONRY UNIT
ARCHITECT, ARCHITECTURAL
BEARING
L
FV FIELD VERIFY
CFS COLD FORMED STEEL
T.O.M. TOP OF MASONRY
PEMB PRE-ENGINEERED METAL BUILDING
DESIGN AND CODE INFORMATION
1. ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE, 2015 EDITION.
2. VERIFY EXISTING CONDITIONS AND ALL DIMENSIONS AND NOTIFY ARCHITECT OF ANY CONDITIONS THAT CONFLICT WITH OTHER PLANS AND SPECIFICATIONS. STRUCTURAL DRAWINGS MUST BE COORDINATED WITH ARCHITECTURAL DRAWINGS. STRUCTURAL DRAWINGS ARE NOT INTENDED FOR BUILDING LAYOUT.
3. SHOP DRAWINGS WILL NOT BE REVIEWED BY THE DESIGNER UNTIL AFTER THE GENERAL CONTRACTOR HAS THOROUGHLY REVIEWED THE SHOP DRAWINGS, VERIFIED EXISTING CONDITIONS, AND COORDINATED THE SHOP DRAWINGS WITH OTHER AFFECTED TRADES. REPRODUCTION OF STRUCTURAL DRAWINGS FOR SHOP DRAWINGS IS NOT PERMITTED.
4. THE STRUCTURE IS UNSTABLE UNTIL ALL STRUCTURAL MEMBERS ARE ERECTED AND CONNECTED, ALL CONNECTIONS ARE COMPLETELY MADE AND INSPECTED, THE DECK IS ATTACHED TO THE FRAMING, THE ROOF SHEATHING IS ATTACHED, AND THE CONCRETE FLOORS ARE PLACED AND ATTAIN 75% OF 28-DAY STRENGTH. UNTIL SUCH TIME, TEMPORARY BRACING IS REQUIRED. THE DESIGN ADEQUACY OF TEMPORARY BRACING AND SHORING IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
5. DO NOT SCALE STRUCTURAL DRAWINGS. FOR LOCATION OF MISCELLANEOUS ITEMS (OPENINGS, BENT PLATES, INSERTS, ETC.) AFFECTING STRUCTURAL WORK, SEE ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS.
6. LIVE LOADS (EXISTING STRUCTURE - LOADS NOT INDEPENDENTLY VERIFIED)A. FLOORS: 100 PSF
7. SNOW LOADS (EXISTING STRUCTURE - LOADS NOT INDEPENDENTLY VERIFIED)A. GROUND SNOW LOAD, Pg: 10 PSFB. SNOW EXPOSURE, Ce: 1.0C. THERMAL FACTOR, Ct: 1.0D. SNOW IMPORTANCE FACTOR, Is: 1.0E. FLAT ROOF SNOW LOAD, Pf: 11.5 PSF
8. WIND LOADS (EXISTING STRUCTURE - LOADS NOT INDEPENDENTLY VERIFIED)A. BASIC WIND SPEED, V: 115 MPH (3-SEC GUST)B. WIND IMPORTANCE FACTOR, Iw: 1.0C. WIND DIRECTIONALITY FACTOR, Kd: 0.85D. EXPOSURE CATEGORY: CE. TOPOGRAPHIC FACTOR, Kzt: 1.0F. GUST EFFECT FACTOR, G: 0.85G. INTERNAL PRESSURE COEFFICIENT, GCpi: 0.18
REINFORCED CONCRETE
1. ALL CONCRETE WORK SHALL CONFORM TO ACI 318-14, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE."
2. REINFORCING STEEL SHALL BE DEFORMED BARS ASTM A615, GRADE 60.
3. THE COMPRESSIVE STRENGTH AT 28 DAYS OF ALL CAST IN PLACE CONCRETE SHALL BE 4,000 PSI USING TYPE II PORTLAND CEMEMNT. SEE CIVIL DRAWINGS FOR SITE CONCRETE. FOUNDATION CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF 4,000 PSI.
4. LAP SPLICES FOR REINFORCING BARS SHALL BE CLASS B IN ACCORDANCE WITH ACI 318-14, UNLESS NOTED OTHERWISE.
5. CLEAR CONCRETE COVER FOR REINFORCING STEEL:A. MASONRY WALLS LOCATE IN CENTER OF WALL (U.N.O.)B. SLAB-ON-GRADE 3/4" TOP STEEL
1 1/2" BOTTOM STEELC. FOOTINGS 2” FORMED EDGES
3” CAST AGAINST GROUND
6. THE LONGITUDINAL REINFORCING STEEL IN BOND BEAMS, WALLS, AND FOOTINGS SHALL BE CONTINUOUS AROUND CORNERS. SEE TYPICAL DETAILS.
7. MECHANICAL VIBRATORS SHALL VIBRATE ALL CONCRETE.
CONCRETE MASONRY
1. CONCRETE MASONRY SHALL CONFORM TO ACI 530-11, “BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES,” AND ACI 530.1-11, “SPECIFICATIONS FOR MASONRY STRUCTURES,” AND SHALL HAVE A MINIMUM PRISM STRENGTH (F'M) OF 1500 PSI.
2. MASONRY UNITS SHALL CONFORM WITH ASTM C90 "STANDARD SPECIFICATIONS FOR LOADBEARING CONCRETE MASONRY UNITS" AND HAVE MINIMUM AVERAGE NET-AREA COMPRESSIVE STRENGTH OF 2150 PSI.
3. GROUT FOR FILLING CONCRETE MASONRY CELLS SHALL CONFORM TO ASTM C476-09, “STANDARD SPECIFICATION FOR GROUT FOR MASONRY,” AND SHALL HAVE A COMPRESSIVE PRISM STRENGTH (F'M) OF 3000 PSI AT 28 DAYS. THE SLUMP SHALL BE BETWEEN 9 INCHES AND 11 INCHES. WHERE THE MINIMUM DIMENSION OF ANY CONTINUOUS VERTICAL CELL IS 3 INCHES OR LESS, USE FINE GROUT. OTHERWISE, USE COARSE (PEA GRAVEL) GROUT.
4. MORTAR FOR CONCRETE MASONRY SHALL BE TYPE "S" AND SHALL CONFORM TO ASTM C270-08, “SPECIFICATION FOR MORTAR FOR UNIT MASONRY” AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI.
5. ALL REINFORCING BARS IN FILLED CELLS SHALL BE DOWELED INTO FOOTINGS WITH STANDARD 90-DEGREE HOOKS AND DOWELED 7 INCHES INTO BOND BEAMS AT TOP OF WALLS.
6. REINFORCEMENT IN WALLS SHALL BE PLACED IN THE CENTER OF THE WALL UNLESS NOTED OTHERWISE. SEE PLANS FOR REINFORCING.
7. MASONRY LAP SPLICES: SEE TABLE BELOW.
9. SEISMIC LOADS (EXISTING STRUCTURE - LOADS NOT INDEPENDENTLY VERIFIED)A. SEISMIC IMPORTANCE FACTOR, Ie: 1.0B. 0.2 SEC RESPONSE PARAMETER, Ss: 0.88C. 1.0 SEC RESPONSE PARAMETER, S1: 0.308D. SITE CLASS: D (ASSUMED)E. 0.2 SEC DESIGN RESP. PARAMETER, SDS: 0.674F. 1.0 SEC DESIGN RESP. PARAMETER, SD1: 0.367G. SEISMIC DESIGN CATEGORY: D
CONCRETE MASONRY REINFORCING LAP LENGTH SCHEDULE
BAR SIZE 8" WALL
#3
#5
#7
#6
#4
16"
21"
26"
43"
60"
12" WALL
16"
21"
26"
40"
46"
MINIMUM BEND
DIAMETERS
NOTE:1. d= BAR DIAMETER. BARS
REQUIRED TO BE FIELD BENT SHALL BE BENT COLD TO THE MINIMUM DIAMETER SPECIFIED. FIELD BENDING IN EXCESS OF A 90 DEGREE BEND IS PROHIBITED.
MIN. DIA. 6d
PRECAST CONCRETE LINTELS
1. PRECAST CONCRETE LINTELS ARE HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS DESIGNED TO BE USED UNFILLED OR FILLED WITH GROUT TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS AND SHALL BE SUPPLIED BY CAST-CRETE, OR EQUAL.
2. LINTELS SHALL HAVE EQUAL OR GREATER CAPACITY AND DEFLECTION PROPERTIES AS SHOWN IN THE PUBLISHED TABLES OF CAST-CRETE, JUNE 2003.
3. MATERIALSA. CONCRETE FOR LINTELS SHALL BE AS FOLLOWS:
1. 8" PRECAST LINTELS CONCRETE STRENGTH F’c = 3500 PSI 2. 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS CONCRETE STRENGTH F’c =
6000 PSI 3. F'c 4" PRECAST LINTELS = 3000 PSI
B. CONCRETE MASONRY UNITS (CMU) THAT ARE PART OF THE DESIGNATED LINTEL SHALL BE ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI
C. GROUT PER ASTM C476 THAT IS PART OF THE DESIGNATED LINTEL SHALL BE F’g = 3000 PSI W/MAXIMUM 3/8-INCH AGGREGATE AND 8 TO 11-INCH SLUMP.
D. REINFORCING STEEL SHALL COMPLY WITH ASTM A615 GRADE 60E. PRESTRESSING STRAND SHALL COMPLY WITH ASTM A416 GRADE 270 LOW
RELAXATION F. WIRE SHALL BE 7/32-INCH DIAMETER, ASTM A510G. MORTAR COMPLY WITH ASTM C270 TYPE S
4. LINTELS SHALL HAVE A MINIMUM BEARING AT BOTH ENDS OF 8 INCHES, NOMINAL.
5. PROVIDE FULL MORTAR HEAD AND BED JOINTS.
6. U-LINTELS ARE MANUFACTURED WITH 5-1/2-INCH-LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. ALL JAMBS SHALL HAVE A REINFORCED GROUTED CELL AS INDICATED ON THE DRAWINGS.
7. BOTTOM FIELD ADDED REINFORCING STEEL TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. TOP FIELD ADDED BARS SHALL BE PLACED WITH 1-1/2 CLEAR TO THE TOP OF THE BLOCK.
16"
NO
MIN
AL H
EIG
HT
1'-
3 5
/8"
AC
TU
AL
8" NOMINAL WIDTH
7 5/8" ACTUAL
GROUT
#5 FIELD ADDED REBAR AT BTM OF LINTEL CAVITY
BOTTOM REINFORCING PROVIDED IN LINTEL (SEE CAST - CRETE REINF. SCHED.)
FIELD PLACED CMU
#5 FIELD ADDED REBAR AT TOP MIN. (1) REQ'D
CLR
.
1 1
/2"
CAST - CRETE TYPE DESIGNATION
8F16-1B/1T
NOMINAL WIDTH
NORMINAL HEIGHT
GUANTITY OF #5 FIELD ADDED REBAR AT TOP
QUANTITY OF #5 FIELD ADDED REBAR AT BOTTOM OF LINTEL CAVITY
F = FILLED WITH GROUT
U = UNFILLED
S = SOLID
TRACTOR SUPPLY COMPANY
Job Number:
Date:
Revisions:
Sheet Number:
Revisions:
Revisions:
This drawing and the design shown isthe property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action
All measurements and items portrayedon this sheet are deemed to beaccurate by architect, however all bidding General Contractors should field verify the actual conditions. Anychanges to the scope of work, and thus potential change orders, should be identified and communicated in your bid submittal to TSC.
2934 Sidco Drive
Suite 120
Nashville, TN 37204
OXFORD
ARCHITECTURE
Architecture
Planning
Interior Architecture
ARLINGTON
TENNESSEE
2100.009
03.11.2021
GENERAL NOTES
S4.0WE-21047
GENERAL NOTES
STOCKROOM105
WOMEN110
MEN109
EMPLOYEE
108LOUNGE
MANAGER'S
107OFFICE
CORRIDOR106
VESTIBULE101
RETAIL SALES102
GARDEN CENTER113
FEED STORAGE114
DRESSINGROOM104
BOPIS SHED
H
E
ELEC. PAN
EL
TELE. BOARD
ELEC. PAN
EL
G
ONEWAY
PICKUP
ONEWAY
PICKUP
ONEWAY
PICKUP
PERMANENT SIDEWALKDISPLAY AREA
PERMANENT SIDEWALKDISPLAY AREA
PERMANENT SIDEWALKDISPLAY AREA
EXIT
EXIT
FIRE PROTECTION PLAN
FP1.0
FIRE PROTECTION PLAN
2934 Sidco Drive
Suite 120
Nashville, TN 37204
OXFORD
ARCHITECTURE
Architecture
Planning
Interior Architecture
1163 West Main St.Franklin, TN 37064Tel: 615.730.9111 / Fax: [email protected] #21-025
TRACTOR SUPPLY COMPANY
ARLINGTONTENNESSEE
G
A
R
Y
W
. S
C
H
E
L
T
O
N
S
T
A
T
E
O
F
TE
N
N
E
S
S
E
E
R
E
G
I
S
T
E
R
E
D E
N
G
I
N
E
E
R
N
o
.
1 0
8
0
8
1
MOUNTING HEIGHT
FIRE EXTINGUISHER
DRY PIPE SPRINKLER RISER SCHEMATIC
SPRINKLER LEGEND
SPRINKLER INTENT INFORMATION
FIRE PROTECTION SPECIFICATIONS
GENERAL NOTES
STOCKROOM105
WOMEN110
MEN109
EMPLOYEE
108LOUNGE
MANAGER'S
107OFFICE
CORRIDOR106
VESTIBULE101
RETAIL SALES102
GARDEN CENTER113
FEED STORAGE114
DRESSINGROOM104
BOPIS SHED
H
E
ELEC. PAN
EL
TELE. BOARD
ELEC. PAN
EL
G
ONEWAY
PICKUP
ONEWAY
PICKUP
ONEWAY
PICKUP
PERMANENT SIDEWALKDISPLAY AREA
PERMANENT SIDEWALKDISPLAY AREA
PERMANENT SIDEWALKDISPLAY AREA
EXIT
EXIT
MECHANICAL FLOOR PLAN
M1.0
MECHANICAL FLOOR PLAN
MECHANICAL LEGEND
2934 Sidco Drive
Suite 120
Nashville, TN 37204
OXFORD
ARCHITECTURE
Architecture
Planning
Interior Architecture
1163 West Main St.Franklin, TN 37064Tel: 615.730.9111 / Fax: [email protected] #21-025
TRACTOR SUPPLY COMPANY
ARLINGTONTENNESSEE
G
A
R
Y
W
. S
C
H
E
L
T
O
N
S
T
A
T
E
O
F
TE
N
N
E
S
S
E
E
R
E
G
I
S
T
E
R
E
D E
N
G
I
N
E
E
R
N
o
.
1 0
8
0
8
1
CONSTRUCTION NOTES
2934 Sidco Drive
Suite 120
Nashville, TN 37204
OXFORD
ARCHITECTURE
Architecture
Planning
Interior Architecture
1163 West Main St.Franklin, TN 37064Tel: 615.730.9111 / Fax: [email protected] #21-025
TRACTOR SUPPLY COMPANY
ARLINGTONTENNESSEE
G
A
R
Y
W
. S
C
H
E
L
T
O
N
S
T
A
T
E
O
F
TE
N
N
E
S
S
E
E
R
E
G
I
S
T
E
R
E
D E
N
G
I
N
E
E
R
N
o
.
1 0
8
0
8
1
MUST BE COMPATIBLE WITH TSCFURNISHED EMS. MUST BE EQUAL TO OR BETTER THAN YORKPREDATOR/SUNLINE SERIES INCLUDING HINGED DOORS, HIGHEFFICIENCY, WARRANTY, AND MAINTENANCE REQUIREMENTS.
12. MECHANICAL CONTRACTOR SHALL PROVIDE A START UP CHECKLISTCONFIRMING ALL UNITS HAVE BEEN PROPERLY STARTED ANDCONFIRMED RUNNING PROPERLY. CHECKLIST MUST BE PROVIDEDTO TSC VIA CLOSE-OUT BINDER.
PACKAGED ALL ELECTRIC UNIT SCHEDULE
FLUE THRU ROOF DETAIL
FAN SCHEDULE
CONNECTION DETAIL
DUCT MOUNTED REGISTER
GAS-FIRED UNIT HEATER SCHEDULE
GENERAL MECHANICAL SPECIFICATIONS
M2.0
MECHANICAL SCHEDULES, DETAILS, AND
SPECIFICATIONS
AIR DISTRIBUTION SCHEDULE
CONDENSATE DRAIN PIPING
A/C UNIT
A/C UNIT DETAIL
STOCKROOM105
WOMEN110
MEN109
EMPLOYEE
108LOUNGE
MANAGER'S
107OFFICE
CORRIDOR106
VESTIBULE101
RETAIL SALES102
GARDEN CENTER113
FEED STORAGE114
DRESSINGROOM104
BOPIS SHED
H
E
ELEC. PAN
EL
TELE. BOARD
ELEC. PAN
EL
G
ONEWAY
PICKUP
ONEWAY
PICKUP
ONEWAY
PICKUP
PERMANENT SIDEWALKDISPLAY AREA
PERMANENT SIDEWALKDISPLAY AREA
PERMANENT SIDEWALKDISPLAY AREA
P1.0
PLUMBING FLOOR PLAN
PLUMBING FLOOR PLAN
2934 Sidco Drive
Suite 120
Nashville, TN 37204
OXFORD
ARCHITECTURE
Architecture
Planning
Interior Architecture
1163 West Main St.Franklin, TN 37064Tel: 615.730.9111 / Fax: [email protected] #21-025
TRACTOR SUPPLY COMPANY
ARLINGTONTENNESSEE
G
A
R
Y
W
. S
C
H
E
L
T
O
N
S
T
A
T
E
O
F
TE
N
N
E
S
S
E
E
R
E
G
I
S
T
E
R
E
D E
N
G
I
N
E
E
R
N
o
.
1 0
8
0
8
1
PLUMBING FIXTURE LEGEND
PLUMBING DRAWINGS NOTES
P2.0
PLUMBING SCHEDULES AND DETAILS
2934 Sidco Drive
Suite 120
Nashville, TN 37204
OXFORD
ARCHITECTURE
Architecture
Planning
Interior Architecture
1163 West Main St.Franklin, TN 37064Tel: 615.730.9111 / Fax: [email protected] #21-025
TRACTOR SUPPLY COMPANY
ARLINGTONTENNESSEE
G
A
R
Y
W
. S
C
H
E
L
T
O
N
S
T
A
T
E
O
F
TE
N
N
E
S
S
E
E
R
E
G
I
S
T
E
R
E
D E
N
G
I
N
E
E
R
N
o
.
1 0
8
0
8
1
PIPE HANGER - BAR JOIST
NON-FREEZE WALL HYDRANT
PIPE INSULATION - BAR JOIST
PLUMBING FIXTURE SCHEDULE
GAS CONNECTION SCHEDULE
GAS LINE SIZED AT 2.0 PSI INLET PRESSURE
GENERAL PLUMBING SPECIFICATIONS
TYPICAL GAS CONNECTION DETAIL
PIPE SUPPORT DETAIL
GAS PIPING ROOF PENETRATION
PARSONSENGINEERING.COMPARSONSENGINEERING.COM
TRACTOR SUPPLY COMPANY
ARLINGTONTENNESSEE
E1.0GENERAL LIGHTING PLAN
STOCKROOM105
WOMEN110
MEN109
EMPLOYEE
108LOUNGE
MANAGER'S
107OFFICE
CORRIDOR106
VESTIBULE101
RETAIL SALES102
GARDEN CENTER113
FEED STORAGE114
BOPIS SHED
H
E
ELEC. PAN
EL
TELE. BOARD
ELEC. PAN
EL
G
PARSONSENGINEERING.COMPARSONSENGINEERING.COM
TRACTOR SUPPLY COMPANY
ARLINGTONTENNESSEE
STOCKROOM105
WOMEN110
MEN109
EMPLOYEE
108LOUNGE
MANAGER'S
107OFFICE
CORRIDOR106
VESTIBULE101
RETAIL SALES102
GARDEN CENTER113
FEED STORAGE114
BOPIS SHED
H
E
ELEC. PAN
EL
TELE. BOARD
ELEC. PAN
EL
G
E2.0GENERAL POWER PLAN
PARSONSENGINEERING.COMPARSONSENGINEERING.COM
TRACTOR SUPPLY COMPANY
ARLINGTONTENNESSEE
E3.0ELEC SYSTEM/VENDOR DETAILS
PARSONSENGINEERING.COMPARSONSENGINEERING.COM
TRACTOR SUPPLY COMPANY
ARLINGTONTENNESSEE
STOCKROOM105
WOMEN110
MEN109
EMPLOYEE
108LOUNGE
MANAGER'S
107OFFICE
CORRIDOR106
VESTIBULE101
RETAIL SALES102
GARDEN CENTER113
FEED STORAGE114
BOPIS SHED
H
E
ELEC. PAN
EL
TELE. BOARD
ELEC. PAN
EL
G
E4.0MECHANICAL POWER PLAN
PARSONSENGINEERING.COMPARSONSENGINEERING.COM
TRACTOR SUPPLY COMPANY
ARLINGTONTENNESSEE
E5.0ELECRICAL DETAILS & SPECS