HomeMy WebLinkAbout17020 Smokey Point Blvd_BLD1046_2016
Permit Packet Coversheet
Community and Economic Development
City of Arlington • 18204 59th Avenue NE • Arlington, WA 98223 • Phone (360) 403-3551
Page 1 of 1
Permit Number: Permit Type:
Address/Parcel: Completed (Month/Year):
Land Use
Notice of Decision
Staff Report
Application
Narrative
Legal Description
Vicinity Map
Site Plan
Landscape Plan
Complete Streets Checklist
Traffic Impact Analysis
Snohomish County Traffic Mitigation Offer
WSDOT Traffic Offer Form
Tree Survey
Stormwater Drainage Report
Geotech Report
Critical Area Evaluation Form
SEPA Checklist
Public Notice Material
Noticing and Related Documents
Water / Sewer Availability Certificate
Unanticipated Discovery Plan Form
Aerial Photo of Site
Proposed Building Materials
Lighting Plans and Lighting Cut Sheets
Color Elevations
Design Matrix
Plat Map
Title Report
Lot Closures
Preliminary Civil Plans
Archaeological Survey
o Confidential Documents. Contact the
City to obtain.
Topography (Existing Conditions)
CC&R’s
Deeds / Easements / Conveyances
/Dedications
Developer’s Agreement
Recorded Copies
Bonding or Assignment of Funds
o Confidential Documents. Contact the
City to obtain.
Letters and Project Documents
Other:
Civil
Issued Permit
Application
Other Applications
Construction Calculation Worksheet
Approved Plans
Review Comment Form
Letters and Project Documents
Other Agency Permits
Reports:
o Drainage Report Pg:
o Stormwater Pg:
o Geotech Pg:
o All Other Reports
SEPA and Noticing Materials
Inspections
As-Builts
Other:
Building
Issued Permit
Application
Additional Applications
Approved Plans
Site Plan
Letters and Project Documents
Calculations
Project Specification Manuals
Reports
Certificate of Occupancy
Inspections
Other:
BLD1046 Commercial Misc
17020 Smokey Point Blvd August 2016
✔
✔
✔
✔
✔
✔
Trac tor Supply Store - Rac k ing/Shelv ing $14,000.00
17020 Smokey Point Blv d, Ste. A, Arlington WA 98223
Smok ey Pointe Propert y , LLC 206-957-9600
WA1218 Third Av e Ste 2300 Seatt le 98101
Tamarac k Grov e 208-345-8941
brendon.c ollins @t amarac kgrov e.c om541-212-5401
812 S. La Cas s ia Dr.Bois e I D
Nationwide Retail Serv ices 817-251-9500
562-292-3977 c est onac toc @nationwideret ailservic es.c om
2865 Exc hange Blv d Southlake TX 76092
CC NATI ORS865OW 9/22/2016
Christ opher Es tonac toc 817-865-6928
562-292-3977 c est onac toc @nationwideret ailservic es.c om
2865 Ex change Blv d Southlake TX 76092
I nst allat ion of rac k ing and s helv ing
83705
Trac tor Supply Store - Rac king/Shelving
17020 Smokey Point Blv d, Arlington WA
98223
Ste. A
NA NA
Ret ail - farm and ranc h s upplies
32,348 1
32,348
Trac tor Supply Store - Rac k ing/Shelv ing
17020 Smokey Point Blv d, Ste. A, Arlington WA
98223 Materials Test ing and Cons ult ing
777 Chry s ler Dr., Burlington WA
98233 Melis sa Clementz 360-755-1990
mis sy .clementz @mtc-inc.net
Materials Tes ting and Cons ulting
Ex pans ion Anc hors✔
Christopher Estonactoc
06/17/2016
06/17/2016
PROVIDE READILY VISIBLE LABELING INDICATING
MAXIMUM LOAD PER SHELF RACK
PALLET RACK
SCALE: 3/4"=1'-0"1
TOP SHELF
MIDDLE SHELF
FRAME
FRAME
TYP. (4) PLCS.
TYP. (4) PLCS.
3'
-
6
1
2"
8'-8"
3'-6"
5'
-
0
"
SH
E
L
F
5'
-
0
"
SH
E
L
F
10
'
-
0
"
SIDE VIEW
2,500 lbs.
2,500 lbs.
PLAN VIEW
ISOMETRIC
(2) 1 2ΗTdžϰΗ^/DW^KEd/d E,^Z tE,KZ^t/d,
21 8" EMBEDMENT (ESR-2713)
CALCULATED USING A 21 2" MINIMUM EMBEDMENT
BASE PLATE BY MFR. CONFIRM
DIMENSIONS INDICATED
5"
71 2"
3/4" MAX.
TYP.
NOTE:
EXTERIOR RACKS
(2) 12" DIA. SIMPSON TITEN HD WITH
MECHANICAL GALVANIZED COATING
DETAIL
SCALE: 3"=1'-0"A
1. DESIGN INFORMATION AND LOADS USE:
GENERAL STRUCTURAL NOTES:
SCALE: N.T.S.
A. CRITERIA
1.DESIGNED USING 2012 INTERNATIONAL BUILDING CODE (IBC)
2.OCCUPANCY CATEGORY TYPE (IBC TABLE 1604.5) = II
B. SEISMIC LOADS
1.MAPPED SPECTRAL RESPONSE ACC. FOR SHORT PERIOD, SS = 1.089 G
2.MAPPED SPECTRAL RESPONSE ACC. FOR 1-SEC PERIOD, S1 = 0.425 G
3.DESIGN SPECTRAL RESPONSE ACC. COEFF. AT SHORT PERIOD, SDS = 0.773 G
4.DESIGN SPECTRAL RESPONSE ACC. COEFF. AT 1-SEC PERIOD, SD1 = 0.446 G
5.SEISMIC DESIGN CATEGORY (IBC TABLE 1613.5.6(1 & 2))= D
6.BUILDING SITE CLASS (IBC TABLE 1613.5.2)= D
7.SITE COEFFICIENT, FA (IBC TABLE 1613.5.3(1))= 1.00
8.SITE COEFFICIENT, FV (IBC TABLE 1613.5.3(1))= 1.50
9.SEISMIC IMPORTANCE FACTOR, IE = 1.00
10.RESPONSE MODIFICATION FACTOR, R = 4.00
11.ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE PROCEDURE
A.STEEL DESIGNATIONS:
1) WIDE FLANGE SHAPES
(BEAMS & COLUMNS) ................................ ASTM A992 (GRADE 50)
2) OTHER ROLLED SHAPES & PLATE .............. ASTM A36 (U.N.O.) PIPE
3) COLUMNS ..................................................... ASTM A53, GRADE 'B'
4) STRUCTURAL HSS TUBING ........................... ASTM A500, GRADE 'B'
B.FIELD CONNECTIONS SHALL BE MADE WITH A325 BOLTS UNLESS NOTED OTHERWISE. IF A CERTAIN SITUATION IS NOT
DETAILED USE A SIMILAR DETAIL. CONNECTIONS SHALL GENERALLY FOLLOW THE TYPES SHOWN IN AISC MANUAL OF
STEEL CONSTRUCTION.
C.ALL ELEVATIONS AND HEIGHTS GIVEN ARE FROM THE FINISHED FLOOR DATUM ELEVATION, WHICH IS SET AT 0'-0".
D.IT IS NECESSARY THAT THE STRUCTURAL DRAWINGS BE USED IN CONJUNCTION WITH THE ARCHITECTURAL
DRAWINGS TO HAVE A COMPLETE SCOPE OF WORK INVOLVED IN THIS PROJECT.
E.STEEL FABRICATOR SHALL ALSO INCLUDE AND COORDINATE ALL STRUCTURAL STEEL SHOWN ON ARCHITECTURAL
SHEETS WITH THAT OF THE STRUCTURAL SHEETS. COORDINATE ANY STEEL NOT SHOWN ON STRUCTURAL DRAWINGS,
CONTRACTOR VERIFY.
F.ALL BEARING ELEVATIONS FOR JOISTS, BEAMS, AND COLUMN HEIGHTS SHALL BE COORDINATED AND VERIFIED BY THE
CONTRACTOR. CW/ ARCH. ALL ELEVATIONS MUST BE APPROVED BY ENGINEER AND ARCHITECT OF RECORD IN THE
SHOP DRAWING REVIEW PROCESS.
2. STRUCTURAL STEEL:
A.CONTRACTOR TO VERIFY ALL OPENINGS, BUILDING DIMENSIONS, COLUMN GRID LOCATIONS AND DIMENSIONS WITH
OWNER PRIOR TO POURING OF ANY CONCRETE FOUNDATIONS OR CONSTRUCTION.
B.THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THESE PLANS UNLESS SUCH CHANGES ARE
AUTHORIZED IN WRITING TO THE ENGINEER OF RECORD.
C.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFE AND ADEQUATE SHORING AND/OR TEMPORARY STRUCTURAL
STABILITY FOR ALL PARTS OF THE STRUCTURE DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS
BEEN DESIGNED FOR FINAL CONFIGURATION.
D.NOTCHING AND/OR CUTTING OF ANY STRUCTURAL MEMBER IN THE FIELD IS PROHIBITED, UNLESS PRIOR CONSENT IS GIVEN
BY THE STRUCTURAL ENGINEER OF RECORD.
4. GENERAL STRUCTURAL NOTES:
5. SPECIAL INSPECTIONS, TESTING AND STRUCTURAL OBSERVATIONS
(QUALITY ASSURANCE PLAN):
3. MECHANICAL ADHESIVE ANCHORAGE/EPOXY:
A.MECHANICAL ADHESIVE ANCHORAGE MAY BE USED AND SUBSTITUTED WITH PRIOR APPROVAL FROM THE EOR.
B.BARS USED MUST BE DEFORMED OR THREADED FOR THE FULL EMBEDMENT DEPTH IN THE EPOXY.
C.Ks ZZ/>>Z/D d ZzЬ͟h͘E͘K͘zd, WKyzDEh&dhZ ZEdKd, Z Yh/Z Wd,^/E/d KE
THE STRUCTURAL DRAWINGS.
D.REMOVE ALL DIRT, DUST, WATER AND ICE BY VACUUM FROM THE DRILLED HOLES.
E.ANY DIRT, RUST OR OIL ON THE BAR SHALL BE REMOVED.
F.ALL EPOXY MANUFACTURER'S RECOMMENDATIONS SHALL BE FOLLOWED EXACTLY.
G.THE FOLLOWING MECHANICAL ADHESIVE MANUFACTURER'S ARE APPROVED FOR USE:
i.HILTI HIT HY200 (ICC ESR-3187)
ii.SIMPSON SET-XP (ICC ESR-2508)
iii.EPCON (ICC ESR-1137)
iv.HILTI HIT RE 500-SD (ICC ESR-2322)
LC
INCH
INSULATION
INTERIOR
JOINT
KNOCKOUT
CENTERLINE
DIAMETER OR ROUND
RENOVATE
NEW
FUTURE
EXISTING HEATING VENTILATING AND AIR CONDITIONING
LINEAL FEET OR FOOT
LAMINATE
LOW POINT
MACHINE BOLT
POUNDS
MANHOLE
SQUARE
MECHANICAL
MAXIMUM
METAL
MANUFACTURER
MISCELLANEOUS
MINIMUM
BOTTOM OF
BETWEEN
BOTTOM OF CONCRETE
ARCHITECTURAL
ALTERNATIVE
ADJUSTABLE
ALUMINUM
AGGREGATE
ABOVE
APPROXIMATE
NUMBER OR POUND
AT
ANCHOR BOLT
ABOVE FINISH FLOOR
NOT IN CONTRACT
MATERIAL
NORTH
NOT TO SCALE
NUMBER
NOMINAL
NEAR SIDE
OVER
OVER ALL
OVERHEAD
OUTSIDE DIAMETER
OPPOSITE HAND
OPENING
ON CENTER
NEAR SIDE
BOTTOM
COLUMN
CONCRETE OPENING OR CLEAN-OUT
CONCRETE MASONRY UNIT
CAST IRON
CAST IN PLACE
CENTER TO CENTER
CLEAR
COUNTERSUNK
CEILING
BEAM
BLOCK
BUILDING
BOARD
BUILT-UP
MOUNTED
LAMINATED VENEER LUMBER
LONG LEG VERTICAL
LONG LEG HORIZONTAL
MASONRY OPENING
PERPENDICULAR
PROPERTY LINE
PARTICLE
OPPOSITE
OUNCE
POINT
PLATE
PLYWOOD
RADIUS OR RISER
ROOF DRAIN
REINFORCE(D)
REQUIRED
ROUGH OPENING
CORRIDOR
ECCENTRICALLY BRACED FRAME
EACH
DRAWING
DOWN
DIMENSION
EXPANSION JOINT
EXPANSION BOLT
DEFORMED BAR ANCHOR
DETAIL
DEEP
DIAGONAL
DIAMETER
COORDINATE WITH
CONTINUOUS
STAINLESS STEEL
SOLID CORE
SECTION
SHEET
SCHEDULE
STRUCTURAL
SQUARE
STANDARD
SYMMETRICAL
TOP OF BEAM
SUSPENDED
SPECIFICATIONS
FACE OF MASONRY
FACE OF TREAD
FACE OF STUDS
ELEVATOR
FACE OF CURB/CONCRETE
FACE OF
FLAT BAR
EXTERIOR
EXPANSION
EQUIPMENT
FACE OF FINISH
FLOOR DRAIN
EQUAL
ELECTRICAL
ELEVATION ROOM
SQUARE FEET OR FOOT
REFERENCE (CW/)
TONGUE & GROOVE
SIMILAR OR SIMILAR TO
PRE-ENGINEERED METAL BUILDING
PARALLEL STRAND LUMBER
TOP OF DECK
TOP OF SLAB
TOP OF MASONRY
TYPICAL
THICKNESS
TOP OF WALL
VERIFY IN FIELD
VERTICAL
WITHOUT
WIDE
WOOD
WITHHIGH
HEADED CONCRETE ANCHOR
HORIZONTAL
HIGH POINT
GALVANIZED
FURRING
GAUGE OR GAGE
FIRE TREATED WOOD
GYPSUM
FLOOR(ING)
FOOTING
FLASHING
FINISH
FAR SIDE
FOOT OR FEET
WORK POINT
HEIGHT
INSIDE DIAMETER
HOUR WELDED WIRE FABRIC
UNLESS OTHERWISE NOTED
UNLESS NOTED OTHERWISE
UNIFORM BUILDING CODE
FOUNDATION TOP OF CURB/CONCRETE
CONCRETE
PART.
CORR.
U.B.C.
U.N.O.
U.O.N.
P.S.L.
PRE-ENG.
W/ H.
HR.
HT.
I.D.
H.C.A.
HORIZ.
H.P.
W.W.F.
WD.
W.P.
W.
W/O
F.O.M.
GALV.
FURR.
GA.
FTW.
GYP.
FL.
FTG.
FLASH.
FDN.
FIN.
F.S.
FT.
F.O.T.
F.O.S.
ELEV.
F.O.C.
F.O.
F.B.
EXT.
EXP.
EQUIP.
F.O.F.
F.D.
EQ.
E.B.E.
ELEC.
EL.
EA.
DWG.
DN.
DIM.
E.J.
E.B
D.B.A.
DET.
D.
DIAG.
DIA.
CW/
SIM.
T.O.M.
T.O.S.
V.I.F.
TYP.
THK.
T.O.W.
VERT.
SYM.
T&G
T.O.C.
T.O.D.
T.O.B.
SUSP.
STRUC.
STD.
SQ.
SPECS.
RE:
S.F.
S.S.
S.C.
RM.
REQ'D.
REINF.
SHT.
SECT.
SCHED.
PLYWD.
PL.
P/L
R.O.
R.D.
R.
PT.
HVAC
LVL
BOT.
COL.
CONT.
CONC.
C.O.
C.M.U.
C.I.
C.I.P.
C.C.
CLR.
CNTRSK.
CLG.
#
B.O.
B/T
BM.
BLK.
BLDG.
BD.
B.U.
B.O.C.
ARCH.
@
ALT.
ADJ.
ALUM.
AGG.
ABV.
APPROX.
A.F.F.
A.B.
(R)
(N)
(F)
(E)
MIN.
N.S.
O.A.
O/
O/H
OZ.
OPP.
OPNG.
O.H.
O.D.
O.C.
NOM.
NO.
MISC.
N.T.S.
N.I.C.
N
MTRL
N.S.
MT'D
L.P.
LAM.
MFR.
MET.
MECH.
MAX.
M.O.
M.H.
M.B.
LBS.
L.F.
K.O.
JT.
INT.
INSUL.
IN.
L.L.H.
L.L.V.
TRUSS JOIST I-JOISTTJI
EDGE NAIL(ING)E.N.
DOUGLAS FIRD.F.
BOUNDARY NAIL(ING)B.N.
LAMINATED STRAND LUMBERLSL
T
පT
HOLLOW STRUCTURAL STEELH.S.S.
ABBREVIATIONS:
GENERAL STRUCTRUAL NOTESGSN
ENGINEER OF RECORDEOR
POWDER ACTUATED FASTENERSP.A.F.
A.GENERAL:
1.INDEPENDENT TESTING LAB SHALL BE RETAINED BY OWNER TO PROVIDE INSPECTIONS AND SPECIAL INSPECTIONS AS
DESCRIBED HEREIN.
2.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PROVIDING ON SITE ACCESS TO ALL REQUIRED INSPECTIONS
AND NOTIFIES TESTING LAB IN TIME TO PERFORM SUCH INSPECTIONS PRIOR.
3.DO NOT COVER WORK REQUIRED TO BE INSPECTED PRIOR TO INSPECTION BEING MADE. IF WORK IS COVERED,
CONTRACTOR WILL BE RESPONSIBLE FOR UNCOVERING AS NECESSARY.
4.THE CONTRACTOR SHALL CORRECT ALL DEFICIENCIES AS NOTED WITHIN THE SPECIAL INSPECTION REPORTS AND/OR THE
ENGINEER OF RECORD'S FIELD OBSERVATION (STRUCTURAL OBSERVATIONS) REPORTS TO BRING THE CONSTRUCTION
INTO COMPLIANCE WITH THE CONTRACT DOCUMENTS, ADDENDUMS, REVISIONS, RFI'S AND/OR WRITTEN INSTRUCTIONS.
THE CONTRACTOR IS RESPONSIBLE TO REQUEST SUMMARY REPORTS FROM THE SPECIAL INSPECTOR AND ENGINEER OF
RECORD AT THE TIME OF THE PROJECT SUBSTANTIAL COMPLETION. PRIOR TO REQUESTING THE SUMMARY OF
STRUCTURAL OBSERVATION REPORTS FROM THE ENGINEER OF RECORD, THE CONTRACTOR SHALL SUBMIT TO THE
ARCHITECT AND ENGINEER OF RECORD A LETTER STATING THAT ALL OUTSTANDING ITEMS NOTED ON PREVIOUS
STRUCTURAL OBSERVATION REPORTS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS,
ADDENDUMS, REVISIONS, RFI'S AND/OR WRITTEN INSTRUCTIONS.
B.SPECIAL INSPECTIONS:
1.ALL SPECIAL INSPECTIONS SHALL BE PERFORMED TO MEET THE REQUIREMENTS OF THE 2012 INTERNATIONAL BUILDING
CODE (IBC) AS RECOMMENDED BY THE LOCAL BUILDING JURISDICTION.
2.REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT CERTIFIED TESTING LABORATORY EMPLOYED
BY THE OWNER PER SECTION 1701 OF THE 2012 IBC FOR THE AREAS INDICATED IN THE SPECIAL INSPECTION PROGRAM.
3.THE INDEPENDENT CERTIFIED TESTING LABORATORY AND INSPECTORS SHALL BE A QUALIFIED PERSON WHO SHALL SHOW
COMPETENCE TO THE SATISFACTION OF THE LOCAL BUILDING OFFICIAL, OWNER, ARCHITECT AND ENGINEER OF RECORD
FOR THE PARTICULAR OPERATION. ALL SPECIAL INSPECTION REPORTS SHALL BE SUBMITTED TO THE BUILDING
DEPARTMENT, ARCHITECT AND ENGINEER OF RECORD STATING THE PROJECT NAME AND ADDRESS.
4.THE CONTRACTOR AND SPECIAL INSPECTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ANY ITEMS NOT COMPLYING
WITH THE PROJECT SPECIFICATIONS, CONTRACT DOCUMENTS AND/OR APPLICABLE CODES BEFORE PROCEEDING WITH
ANY WORK INVOLVING THAT ITEM. THE ENGINEER OF RECORD WILL REVIEW THE ITEM AND DETERMINE ITS
ACCEPTABILITY. IF WORK INVOLVING THAT ITEM PROCEEDS WITHOUT PRIOR APPROVAL FROM THE ENGINEER OF
RECORD, THEN THE WORK WILL BE CONSIDERED NON-COMPLIANT.
C.SPECIAL INSPECTIONS PROGRAM NOTES:
1.ITEMS CHECKED WITH X SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17 BY A CERTIFIED SPECIAL INSPECTOR
FROM A TESTING AGENCY APPROVED BY THE BUILDING OFFICIAL.
2.THE CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND-OR SEISMIC-FORCE-RESISTING SYSTEM,
DESIGNATED SEISMIC SYSTEM OR A WIND-OR SEISMIC-RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL
INSPECTIONS PROGRAM, SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE
OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT PER IBC, SECTION 1706.1.
3.SPECIAL INSPECTION IS NOT REQUIRED FOR WORK PERFORMED BY AN APPROVED FABRICATOR MEETING THE
REQUIREMENTS OF IBC SECTION 1704.2.2.
4.THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT TO THE BUILDING OFFICIAL, OWNER, ARCHITECT,
ENGINEER OF RECORD AND CONTRACTOR.
5.PERIODIC SPECIAL INSPECTION MEANS PART-TIME OR INTERMITTENT INSPECTIONS OF THE WORK AT INTERVALS
NECESSARY TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTIONS IS IN CONFORMANCE WITH THE APPROVED
PERMIT CONSTRUCTION DOCUMENTS AND SPECIFICATIONS.
6.ALL BIDDER DESIGNED/DEFERRED SUBMITTAL COMPONENTS, WHERE SHOWN, SHALL INCLUDE A QUALITY ASSURANCE
PROGRAM FOR SPECIAL INSPECTIONS WHERE REQUIRED BY IBC
SECTION 1707.1.
7.PER IBC, SECTION 1707.4, PERIODIC SPECIAL INSPECTIONS IS REQUIRED FOR NAIL ATTACHMENTS, BOLTING, ANCHORING
AND OTHER FASTENING COMPONENTS WITHIN THE SEISMIC-FORCE-RESISTING SYSTEM, INCLUDING LATERAL WALL
BRACING AND HOLDOWNS.
S-1
FIXTURE
ANCHORAGE
DETAILS
JOB NO.
DATE
TGE16-6428
SHEET NO.
#
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1 2 3 4 5 6 7 8 9 10
REVISIONS
6/2/2016
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NOTE: CONCRETE ANCHORS ARE NOT REQUIRED FOR SEISMIC
LOADS, FOR FIXTURES THAT ARE 60 INCHES OR LESS IN HEIGHT
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PALLET RACK
SCALE: 3/4"=1'-0"1
6'-0" OR 8'-0" +/-
TYP.
TYP.
3'-0" OR 4'-0" +/-
TYP.
TYP.
TYP.
END CAP MAY OCCUR
ALL (4) CORNERS
ANCHORED AT END CAPS
(8) UPRIGHTS REQUIRES (10) ANCHORS
(6) UPRIGHTS REQUIRES (8) ANCHORS
(5) UPRIGHTS REQUIRES (6) ANCHORS
(4) UPRIGHTS REQUIRES (6) ANCHORS
TYP.
WALL AND ISLAND GONDOLA ANCHORING GUIDE
x FIRST AND LAST GONDOLA UPRIGHT MUST BE ANCHORED.
x ALL RUNS WITH AN ODD NUMBER OF UPRIGHTS WILL BE
ANCHORED AT EVERY OTHER UPRIGHT.
x ALL RUNS WITH EVEN NUMBER OF UP RIGHTS WILL BE
ANCHORED AT EVERY OTHER UPRIGHT, WITH A REMAINING
SINGLE SECTION AT OR ADJACENT TO THE CENTER
SECTION OF THE RUN.
500#
500#
500#
500#
500#
500#
- DENOTES ANCHOR LOCATION
500#500#
- DENOTES ANCHOR LOCATION
2500#
2500#
2500#
500#
500#
500#
- DENOTES ANCHOR LOCATION
500#
TYP.
13 4"
8'-01 2"
7'
-
0
"
3'-81 8"
7'
-
0
"
SH
E
L
F
S
P
A
C
I
N
G
VA
R
I
E
S
SHELF SIZE
MAY VARY
SIZE MAY VARY
16" OR 19"
7'
-
0
"
SE
L
F
S
P
A
C
I
N
G
VA
R
I
E
S
SHELF SIZE
MAY VARY
SIZE MAY VARY
16" OR 19"
UPRIGHT EXT. MAY OCCUR
(E) WALL
UPRIGHT EXT. MAY OCCUR
SIDE VIEWSIDE VIEWSIDE VIEWFRONT VIEW
TYP.
PLAN VIEW
SCALE: 3/4"=1'-0"
TYP. (4) PLCS.
MULTI-PURPOSE
ANCHOR PLATE
0$;
ENLARGED ANCHOR DETAIL
SCALE: N.T.S.C
73 16"
37 16"211 16"
13
8"
DETAIL
SCALE: 3"=1'-0"A
PLATE BY FIXTURE MFG.
11 GA.
7 16"27 8"
33 4"21
4"
USE (2) 3 8" DIA. HILTI
KWIK HUS-EZ w/ 21 2" MIN.
EMBED (ESR-3017)
MULTI-PURPOSE
ANCHOR PLATE TYPICAL
DETAIL
SCALE: 3"=1'-0"B
WIDE SPAN ANCHOR FOR
THE MERCHANDISE RACK
21 4"
13
8"
12 GA.
USE (2) 3 8" DIA.
HILTI KWIK HUS-EZ
w/ 21 2" MIN.
EMBED (ESR-3017)
PLATE BY
FIXTURE MFG.
9 16" DIA. TYP.
(2) PLCS.
S-2
FIXTURE
ANCHORAGE
DETAILS
JOB NO.
DATE
TGE16-6428
SHEET NO.
#
DA
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1 2 3 4 5 6 7 8 9 10
REVISIONS
6/2/2016
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6/3/16
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 1 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
BRIAN J. SIELAFF, P.E.
STRUCTURAL ENGINEERING CALCULATIONS
FOR
ADA ARCHITECTS, INC
TRACTOR SUPPLY COMPANY
SEISMIC RACK ANCHORAGE
STORE NUMBER: 2111
ARLINGTON, WASHINGTON
TGE PROJECT NUMBER: TGE16-6428
DESIGN CRITERIA:
DESIGNED USING 2012 INTERNATIONAL BUILDING CODE (IBC)
SEISMIC PARAMETERS:
SHORT PERIOD: SS = 1.089 G
ONE SECOND PERIOD: S1 = 0.425 G
DESIGN SPECTRAL ACCELERATION: SDS = 0.773 G
DESIGN ONE SECOND PERIOD: SD1 = 0.446 G
SEISMIC DESIGN CATEGORY: D
18
6/3/16
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 2 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
TABLE OF CONTENTS
1 PROJECT INFORMATION .............................................................................................................................................................. 3
2 SEISMIC ANALYSIS ....................................................................................................................................................................... 4
3 STRUCTURAL ENGINEERING CALCULATIONS............................................................................................................................... 5
4 ANCHORAGE SOFTWARE PRINTOUTS ....................................................................................................................................... 19
5 SHELFING AND RACKING SPECIFICATION DATA ........................................................................................................................ 35
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 3 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
1 PROJECT INFORMATION
Tamarack Grove Engineering:
Company Address: 812 S. La Cassia Dr. Boise, ID 83705
Date: 31 May 2016
Firm Registration Number: 603490470
TGE Engineer of Record: Brian J. Sielaff, P.E.
TGE Contact: J. Brendon Collins
Direct Phone: 541.212.5401
Mobile Phone: 541.212.5401
Email: brendon.collins@tamarackgrove.com
Project Client Information:
Company: ADA Architects, Inc.
Contact: Paul Gierlach
Address: 17710 Detroit Avenue
Cleveland Ohio 44107
Phone: (216) 521-5134
Website: www.adaarchitects.cc
Client Logo:
Project Site Information:
Name: Tractor Supply Company
Address: 17020 Smokey Point Blvd. Arlington WA
Store Number: 2111
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 4 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
2 SEISMIC ANALYSIS
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 5 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
3 STRUCTURAL ENGINEERING CALCULATIONS
JURISDICTIONAL INFORMATION
DESIGN CRITERIA AND INFORMATION
SEISMIC PARAMETERS
ABBREVIATIONS
Ss 1.089
S1 0.425
SDS 0.773
SD1 0.446
I p 1.00
Rp 4.00
a p 2.50
h 20ft
z 0ft
D
OK 1
NG 0
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 6 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
GONDOLA LATERAL ANALYSIS
ISLAND GONDULA DESIGN DATA (FIXTURE TYPE 1)
SEISMIC ANALYSIS
CHECK Fp MINIMUM AND MAXIMUM
H 7ft
B 3.5ft
L 8ft
N 8
Sp 1.8 ft
Trib width 4 ft
Ps 500 lbf
Pr 250 lbf
H0 0.5 ft
H1 2.3 ft
H2 4.1 ft
H3 5.9 ft
COG H0 H1H26.9 ft
W total N PsPr4250 lbf
Fp_calc
0.4 a pSDSWtotal1 2 z
h
Rp
I p
821.3 lbf
Fp_max 1.6 SDSI pWtotal5256.4 lbf
Fp_min 0.3 SDSI pWtotal985.6 lbf
Fp Fp_max Fp_max Fp_calcif
Fp_min Fp_min Fp_calcif
Fp_calc otherwise
Fp 985.6 lbf
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 7 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
CHECK SEISMIC OVERTURNING FORCES LOAD COMBINATION USED (1.0E - 0.9D) (LRFD)
DIRECTION 1-1
DIRECTION 2-2
CHECK SEISMIC UPLIFT FORCE
CHECK SEISMIC SHEAR FORCE
MOT Fp COG6.8 kip ft
Nbolts_OT 8
Mres 0.9 PrB
2
393.8 ft·lbf
TOT1
MOT Mres
4 B
457.6 lbf
Tmax_OT1
TOT1
Nbolts_OT
57.2 lbf
Nbolts_OT 8
Mres 0.9 PrL
2
900 ft·lbf
TOT2
MOT Mres
4 L
184.4 lbf
Tmax_OT2
TOT2
Nbolts_OT
23 lbf
Nbolts_uplift 16
Fuplift 0.2 SDSWtotal657.1 lbf
Tuplift Fuplift 0.9 Pr432.1 lbf
Tmax_uplift
Tuplift
Nbolts_uplift
27 lbf
Nbolts_shear 16
Vmax
Fp
8
123.2 lbf
Vmax_shear
Vmax
Nbolts_shear
7.7 lbf
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 8 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
MAXIMUM COMBINED TENSION AND SHEAR FORCES EXERTED ON BOLTS
MAXIMUM COMBINED TENSION AND SHEAR FORCES EXERTED PER BOLTS
SUMMARY: FROM HILTI SOFTWARE, PROVIDE (2) 3/8" DIAMETER HILTI KH-EZ ANCHORS WITH MINIMUM 2-1/2" EMBEDMENT
OR EQUAL FOR NEW STORAGE RACK ATTACHMENT.
BASEPLATE DESIGN (DC1248)
Tmax1 max TOT1 TOT2Tuplift457.6 lbf
Vmax1
Fp
8
123.2 lbf
Tmax_tension max Tmax_OT1 Tmax_OT2Tmax_uplift57.2 lbf
Vmax_shear 7.7 lbf
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 9 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
WALL GONDULA DESIGN DATA (FIXTURE TYPE 2)
SEISMIC ANALYSIS
CHECK Fp MINIMUM AND MAXIMUM
H 7ft
B 1.75ft
L 8ft
N 4
Sp 1.8 ft
Trib width 4 ft
Ps 500 lbf
Pr 250 lbf
H0 0.5 ft
H1 2.3 ft
H2 4.1 ft
H3 5.9 ft
COG H0 H1H26.9 ft
W total N PsPr2250 lbf
Fp_calc
0.4 a pSDSWtotal1 2 z
h
Rp
I p
434.8 lbf
Fp_max 1.6 SDSI pWtotal2782.8 lbf
Fp_min 0.3 SDSI pWtotal521.8 lbf
Fp Fp_max Fp_max Fp_calcif
Fp_min Fp_min Fp_calcif
Fp_calc otherwise
Fp 521.8 lbf
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 10 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
CHECK SEISMIC OVERTURNING FORCES LOAD COMBINATION USED (1.0E - 0.9D) (LRFD)
DIRECTION 1-1
DIRECTION 2-2
CHECK SEISMIC UPLIFT FORCE
CHECK SEISMIC SHEAR FORCE
MOT Fp COG3.6 kip ft
Nbolts_OT 4
Mres 0.9Pr
B
2
196.9 ft·lbf
TOT1
MOT Mres
2 B
972.4 lbf
Tmax_OT1
TOT1
Nbolts_OT
243.1 lbf
Nbolts_OT 4
Mres 0.9Pr
L
2
900 ft·lbf
TOT2
MOT Mres
2 L
168.8 lbf
Tmax_OT2
TOT2
Nbolts_OT
42.2 lbf
Nbolts_uplift 8
Fuplift 0.2 SDSWtotal347.8 lbf
Tuplift Fuplift 0.9 Pr122.8 lbf
Tmax_uplift
Tuplift
Nbolts_uplift
15.4 lbf
Nbolts_shear 8
Vmax
Fp
4
130.4 lbf
Vmax_shear
Vmax
Nbolts_shear
16.3 lbf
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 11 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
MAXIMUM COMBINED TENSION AND SHEAR FORCES EXERTED ON BOLTS
MAXIMUM COMBINED TENSION AND SHEAR FORCES EXERTED PER BOLTS
SUMMARY: FROM HILTI SOFTWARE, PROVIDE (2) 3/8" DIAMETER HILTI KH-EZ ANCHORS WITH MINIMUM 2-1/2" EMBEDMENT
OR EQUAL FOR NEW STORAGE RACK ATTACHMENT.
BASEPLATE DESIGN (DC1248)
Tmax2 max TOT1 TOT2Tuplift972.4 lbf
Vmax2
Fp
4
130.4 lbf
Tmax_tension max Tmax_OT1 Tmax_OT2Tmax_uplift243.1 lbf
Vmax_shear 16.3 lbf
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 12 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
MERCHANDISE RACK DESIGN DATA (FIXTURE TYPE 3)
SEISMIC ANALYSIS
CHECK Fp MINIMUM AND MAXIMUM
H 7ft
B 3.67ft
L 8ft
N 3
Sp 3.3 ft
Trib width 8 ft
Ps 2400 lbf
Pr 500 lbf
H0 0.5 ft
H1 3.8 ft
H2 7.0 ft
COG H0 H14.3 ft
W total N PsPr7700 lbf
Fp_calc
0.4 a pSDSWtotal1 2 z
h
Rp
I p
1488 lbf
Fp_max 1.6 SDSI pWtotal9523.4 lbf
Fp_min 0.3 SDSI pW total1785.6 lbf
Fp Fp_max Fp_max Fp_calcif
Fp_min Fp_min Fp_calcif
Fp_calc otherwise
Fp 1785.6 lbf
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 13 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
CHECK SEISMIC OVERTURNING FORCES LOAD COMBINATION USED (1.0E - 0.9D) (LRFD)
DIRECTION 1-1
DIRECTION 2-2
CHECK SEISMIC UPLIFT FORCE
CHECK SEISMIC SHEAR FORCE
MOT Fp COG7.7 kip ft
Nbolts_OT 4
Mres 0.9Pr
B
2
825.8 ft·lbf
TOT1
MOT Mres
2 B
933.6 lbf
Tmax_OT1
TOT1
Nbolts_OT
233.4 lbf
Nbolts_OT 4
Mres 0.9Pr
L
2
1800 ft·lbf
TOT2
MOT Mres
2 L
367.4 lbf
Tmax_OT2
TOT2
Nbolts_OT
91.8 lbf
Nbolts_uplift 8
Fuplift 0.2 SDSW total1190.4 lbf
Tuplift Fuplift 0.9 Pr740.4 lbf
Tmax_uplift
Tuplift
Nbolts_uplift
92.6 lbf
Nbolts_shear 8
Vmax
Fp
4
446.4 lbf
Vmax_shear
Vmax
Nbolts_shear
55.8 lbf
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 14 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
MAXIMUM COMBINED TENSION AND SHEAR FORCES EXERTED ON BOLTS
MAXIMUM COMBINED TENSION AND SHEAR FORCES EXERTED PER BOLTS
SUMMARY: FROM HILTI SOFTWARE, PROVIDE (2) 3/8" DIAMETER HILTI KH-EZ ANCHORS WITH MINIMUM 2-1/2" EMBEDMENT
OR EQUAL FOR NEW STORAGE RACK ATTACHMENT.
BASEPLATE DESIGN (WS1241)
Tmax3 max TOT1 TOT2Tuplift933.6 lbf
Vmax3
Fp
4
446.4 lbf
Tmax_tension max Tmax_OT1 Tmax_OT2Tmax_uplift233.4 lbf
Vmax_shear 55.8 lbf
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 15 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
PALLET RACK DESIGN DATA (FIXTURE TYPE 4)
SEISMIC ANALYSIS
CHECK Fp MINIMUM AND MAXIMUM
H 10ft
B 3.50ft
L 8ft
N 2
Sp 5.0 ft
Trib width 8 ft
Ps 2400 lbf
Pr 1000 lbf
H0 5.0 ft
H1 10 ft
H2 7.0 ft
COG H
Sp
2
7.5 ft
W total N PsPr5800 lbf
Fp_calc
0.4 a pSDSWtotal1 2 z
h
Rp
I p
1120.8 lbf
Fp_max 1.6 SDSI pWtotal7173.4 lbf
Fp_min 0.3 SDSI pW total1345 lbf
Fp Fp_max Fp_max Fp_calcif
Fp_min Fp_min Fp_calcif
Fp_calc otherwise
Fp 1345 lbf
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 16 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
CHECK SEISMIC OVERTURNING FORCES LOAD COMBINATION USED (1.0E - 0.9D) (LRFD)
DIRECTION 1-1
DIRECTION 2-2
CHECK SEISMIC UPLIFT FORCE
CHECK SEISMIC SHEAR FORCE
MOT Fp COG10.1 kip ft
Nbolts_OT 4
Mres 0.9Pr
B
2
1575 ft·lbf
TOT1
MOT Mres
2B
1216.1 lbf
Tmax_OT1
TOT1
Nbolts_OT
304 lbf
Nbolts_OT 4
Mres 0.9Pr
L
2
3600 ft·lbf
TOT2
MOT Mres
2 L
405.5 lbf
Tmax_OT2
TOT2
Nbolts_OT
101.4 lbf
Nbolts_uplift 8
Fuplift 0.2 SDSWtotal896.7 lbf
Tuplift Fuplift 0.9 Pr3.3lbf
Tmax_uplift
Tuplift
Nbolts_uplift
0.4lbf
Nbolts_shear 8
Vmax
Fp
4
336.3 lbf
Vmax_shear
Vmax
Nbolts_shear
42 lbf
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 17 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
MAXIMUM COMBINED TENSION AND SHEAR FORCES EXERTED ON BOLTS
MAXIMUM COMBINED TENSION AND SHEAR FORCES EXERTED PER BOLTS
SUMMARY: FROM SIMPSON SOFTWARE, PROVIDE (2) 1/2" DIAMETER SIMPSON TITEN HD ANCHORS WITH MINIMUM 2-1/2"
EMBEDMENT OR EQUAL FOR NEW STORAGE RACK ATTACHMENT.
BASEPLATE DESIGN (PSTHD2)
Tmax4 max TOT1 TOT2Tuplift1216.1 lbf
Vmax4
Fp
4
336.3 lbf
Tmax_tension max Tmax_OT1 Tmax_OT2Tmax_uplift304 lbf
Vmax_shear 42 lbf
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 18 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
SUMMARY: THEREFORE, EACH BASEPLATE FOR EACH STORE SHELF, OR STORAGE RACK, IS WITHIN THE ALLOWABLE RANGE
BASED ON THE ATTACHED SOFTWARE PRINTOUTS.
BASEPLATE AND ANCHOR CAPACITY
MAXIMUM COMBINED TENSION AND SHEAR FORCES EXERTED ON EACH BASEPLATE DESIGN
BASEPLATE DESIGN (DC1248)
MAX TENSION MAX SHEAR ALLOWABLE TENSION ALLOWABLE SHEAR
BASEPLATE DESIGN (WS1241)
MAX TENSION MAX SHEAR ALLOWABLE TENSION ALLOWABLE SHEAR
BASEPLATE DESIGN (PSTHD2)
MAX TENSION MAX SHEAR ALLOWABLE TENSION ALLOWABLE SHEAR
CHECK ALLOWABLE CAPACITY IS NOT SUCCEEDED
Tmax1 457.6 lbfVmax1 123.2 lbfTallow1 1685 lbfVallow1 485 lbf
Tmax2 972.4 lbfVmax2 130.4 lbfTallow2 1685 lbfVallow2 485 lbf
Tmax3 933.6 lbfVmax3 446.4 lbfTallow3 1000 lbfVallow3 1570 lbf
Tmax4 1216.1 lbfVmax4 336.3 lbfTallow4 2450 lbfVallow4 1200 lbf
T1 OK Tallow1 Tmax1if
NG otherwise
V1 OK Vallow1 Vmax1if
NG otherwise
T1 1V1 1
T2 OK Tallow2 Tmax2if
NG otherwise
V2 OK Vallow2 Vmax2if
NG otherwise
T2 1V2 1
T3 OK Tallow3 Tmax3if
NG otherwise
V3 OK Vallow3 Vmax3if
NG otherwise
T3 1V3 1
T4 OK Tallow4 Tmax4if
NG otherwise
V4 OK Vallow4 Vmax4if
NG otherwise
T4 1V4 1
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 19 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
4 ANCHORAGE SOFTWARE PRINTOUTS
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 20 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 21 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 22 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 23 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 24 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 25 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 26 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 27 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 28 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 29 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 30 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 31 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 32 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 33 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 34 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 35 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
5 SHELFING AND RACKING SPECIFICATION DATA
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 36 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 37 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 38 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 39 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 40 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 41 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 42 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 43 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
812 S. LA CASSIA DR. · BOISE, IDAHO 83705 · (208) 345-8941 PHONE · (208) 345-8946 FAX
Page 44 of 44
PROJECT NAME: TRACTOR SUPPLY COMPANY
LOCATION: ARLINGTON, WASHINGTON STRUCTURAL ENGINEERING
1. Print the planogram from Planogram Lookup
2. Retrieve planogram labels and shelf strips from Vestcom box
3. Review SDI page and gather any new POP or Fixtures
4. Execute Buybacks and Markdowns
5. Remove product and clean shelving
6. Use the planogram to set the shelves and peghooks
7. Label pegs and install shelf strips and any POP
8. Stock and front merchandise
9. SuperPeg and check perpetual inventory
10. Mark planogram as Complete on Planogram Lookup
Checklist:
Planogram Schematic # 181717 -- Effective: 5/16/2016
Paint - A -M
Width: 12 ft - Height: 84 in - MAIN AISLE <----<<
Confidential. This document is property of Tractor Supply Company, and is for internal use only. Do not distribute externally (including vendors) without the consent of Store Planning. v2454075.28087
Schematic Notes:
Part #Description Vendor Qty Height Width Depth 3'' Bin Front
TSCTRHA Catalyst Hardener Tray Rust - Oleum 1 0.5 in 8.8 in 6.5 in 0
TSCTRRE Reducer Tray Rust - Oleum 1 0.5 in 8.8 in 6.5 in 0
BE448PPLT - BE430PPLT - ...Pegboard Back 4' x 84"Lozier 3 76.0 in 46.0 in 0.3 in 0
268457 Spray Liner Kit Rust-Oleum 1 1.0 in 1.0 in 1.0 in 0
SD419NPLT Base 19" x 4'Lozier 3 1.3 in 48.0 in 19.0 in 0
TL415NPLT Shelf 15" x 4'Lozier 6 1.3 in 48.0 in 15.0 in 0
TL417NPLT Shelf 17" x 4'Lozier 15 1.3 in 48.0 in 17.0 in 0
C120062 Paint Dept. Sign Holder Semasys 3 12.0 in 48.0 in 0.5 in 0
TSC-2055 Surface Preparation Paint Header Yunker 1 12.0 in 48.0 in 0.5 in 0
TSC-1444 Rust Preventive Paint Header Yunker 1 12.0 in 48.0 in 0.5 in 0
TSC-1443 Metal Protection Paint Header Yunker 1 12.0 in 48.0 in 0.5 in 0
TSCHOLD Brochure Holder Rust - Oleum 1 6.0 in 5.0 in 4.0 in 0
What you need:
Questions? E-mail StorePlanning@tractorsupply.com
EST: 3.00
MAIN AISLE <----<<
Segment: 1 of 3
Page: 2 of 7
FIX:#1 TSC-1444 Rust Preventive Paint H...DFF: 84.00 Height: 12.00 in Width: 48.00 in Depth: 1 in
FIX:#2 TL415NPLT Shelf 15" x 4'DFF: 84.00 Height: 1.25 in Width: 48.00 in Depth: 15 in
FIX:#3 C120062 Paint Dept. Sign Holder DFF: 84.00 Height: 12.00 in Width: 48.00 in Depth: 1 in
FIX:#4 BE448PPLT - BE430PPLT - R4SPLT Pegboard Back 4' x 84"DFF: 84.00 Height: 76.00 in Width: 46.00 in Depth: 0 in
FIX:#5 TL415NPLT Shelf 15" x 4'DFF: 74.00 Height: 1.25 in Width: 48.00 in Depth: 15 in
FIX:#6 TL417NPLT Shelf 17" x 4'DFF: 63.00 Height: 1.25 in Width: 48.00 in Depth: 17 in
Seq SKU SKU Description Row Col DFL/Peg Seq
1 3429203 HEAT BLACK BBQ SPR 0 1
2 1031041 ULTRA HIGH HEAT BBQ BLACK 3 2
3 1031461 SR RUST REFORMER SPR 6 3
4 1045038 LEAKSEAL BLACK 9 4
5 1062972 LEAKSEAL CLEAR 11 5
6 1082725 F I FORD BLUE SPRAY 14 6
7 1082721 F I JOHN DEERE GREEN SPRAY 17 7
8 1082723 F I JOHN DEERE YELLOW SPRAY 23 8
9 1082739 F I NEW HOLLAND YELLOW SPRAY 26 9
10 1082736 F I KUBOTA ORANGE SPRAY 28 10
11 1082722 F I INTERNATIONAL HARVESTER RED SPRAY 31 11
12 1082727 F I MASSEY FERGUSON GRAY SPRAY 34 12
13 1082719 F I GLOSS BLACK SPRAY 37 13
14 1082724 F I LOW GLOSS BLACK SPRAY 43 14
15 1082726 F I GLOSS WHITE SPRAY 45 15
FIX:#7 TL417NPLT Shelf 17" x 4'DFF: 53.00 Height: 1.25 in Width: 48.00 in Depth: 17 in
Seq SKU SKU Description Row Col DFL/Peg Seq
16 1031042 SR SEMI GLOSS WHITE SPR 0 16
17 1031043 SR SEMI GLOSS BLACK SPR 3 17
18 3429025 SR GLOSS WHITE SPR 6 18
19 3429017 SR GLOSS BLACK SPR 11 19
20 1031482 SR COLD GALV SPR 17 20
21 3429009 SR METAL PRIME SPR 19 21
22 3429067 SR METAL PRIMER SPR 22 22
23 1031048 SR GLOSS CRYSTAL CLEAR SPR 25 23
24 1082742 F I GLOSS BLACK QUART 28 24
25 1082745 F I LOW GLOSS BLACK QUART 37 25
26 1082743 F I GLOSS WHITE QUART 41 26
27 1082750 F I RED OXIDE METAL PRIMER QUART 46 27
FIX:#8 TL417NPLT Shelf 17" x 4'DFF: 43.00 Height: 1.25 in Width: 48.00 in Depth: 17 in
Seq SKU SKU Description Row Col DFL/Peg Seq
28 3429033 SR FLAT BLACK SPR 0 28
29 3429041 SR GLOSS GRAY SMOKE SPR 6 29
30 3423168 SR GLOSS ALMOND SPR 8 30
31 3423176 SR GLOSS LEATHER BRN SPR 11 31
32 1031047 SR GLOSS SAIL BLUE SPR 14 32
33 1031049 SR GLOSS DARK HUNTER GRN 17 33
34 3423150 SR GLOSS YELLOW SPR 20 34
35 1031044 SR GLOSS ORANGE SPR 23 35
36 1031045 SR GLOSS SUNRISED RED SPR 25 36
37 1082752 F I FORD BLUE QUART 28 37
38 1082747 F I JOHN DEERE GREEN QUART 33 38
39 1082749 F I JOHN DEERE YELLOW QUART 37 39
40 1082759 F I KUBOTA ORANGE QUART 42 40
FIX:#9 TL417NPLT Shelf 17" x 4'DFF: 31.00 Height: 1.25 in Width: 48.00 in Depth: 17 in
Seq SKU SKU Description Row Col DFL/Peg Seq
41 1081890 PROFESSIONAL FLAT BLACK AEROSOL 0 41
42 3429407 PAINT RUST WHITE GLOSS 15OZ 3 42
43 3429415 PAINT RUST BLACK GLOSS 15OZ 6 43
44 3423485 RUST O GRAY PRIMER SR 15 OZ 12 44
45 3423516 ORANGE MRKG SPR 14 45
46 3423508 MARKING SPR WHITE 23 46
47 1031468 AUTO LACQUER GLOSS BLACK 26 47
SKU REPORT FOR SEGMENT 1 of 3
Planogram Schematic # 181717 -- Effective: 5/16/2016
Paint - A -M
28 28
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64 65 66 67 68 69 70
71
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8 in
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10 in
10 in
9 in
10 in
FRONT VIEW MAIN AISLE <----<<
Confidential. This document is property of Tractor Supply Company, and is for internal use only. Do not distribute externally (including vendors) without the consent of Store Planning. v2454075.28087
#11
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8 in
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SIDE VIEW
MAIN AISLE <----<<
Segment: 1 of 3
Page: 3 of 7
48 1031469 AUTO LACQUER CLEAR 29 48
49 1082766 F I GLOSS BLACK GALLON 32 49
50 1082769 F I LOW GLOSS BLACK GALLON 40 50
FIX:#10 TL417NPLT Shelf 17" x 4'DFF: 19.00 Height: 1.25 in Width: 48.00 in Depth: 17 in
Seq SKU SKU Description Row Col DFL/Peg Seq
51 1031467 AUTO WHEEL FLAT BLACK 0 51
52 1031466 AUTO WHEEL STEEL 3 52
53 1186599 RUSTOLEUM PEEL COAT GLOSS BLACK SPRAY 6 53
54 1186598 RUSTOLEUM PEEL COAT GRAPHITE SPRAY 8 54
55 1186596 RUSTOLEUM PEEL COAT MATTE BLACK SPRAY 11 55
56 1186597 RUSTOLEUM PEEL COAT MATTE WHITE SPRAY 14 56
57 1031464 AUTO SELF ETCHING PRIMER 16 57
58 1031463 AUTO BLACK SANDABLE PRIMER 19 58
59 3423192 AUTO GRAY PRIMER SPR 22 59
60 1031481 AUTO TRUCK BED SPRAY BLACK 24 60
61 1082779 F I FORD RED GALLON 30 61
62 1082768 F I INTERNATIONAL HARVESTER RED GALLON 38 62
FIX:#11 SD419NPLT Base 19" x 4'DFF: 8.00 Height: 1.25 in Width: 48.00 in Depth: 19 in
Seq SKU SKU Description Row Col DFL/Peg Seq
63 1031470 AUTO PRO UNDERCOATING 0 63
64 1031471 UTO HIGH HEAT FLAT BLACK 3 64
65 1031476 AUTO ENGINE ALUMINUM 6 65
66 1031474 AUTO ENGINE CHEVY ORANGE 9 66
67 1031479 AUTO ENGINE FLAT BLACK 11 67
68 1031477 AUTO ENGINE GLOSS BLACK 14 68
69 1031465 AUTO ENGINE PRIMER GRAY 17 69
70 1031462 AUTO 2 IN 1 PRIMER 20 70
71 1031472 AUTO TRUCK BED QUART 23 71
72 1031473 AUTO TRUCK BED 124OZ 27 72
73 1082774 F I FORD BLUE GALLON 35 73
74 1082772 F I JOHN DEERE GREEN GALLON 42 74
SKU REPORT FOR SEGMENT 1 of 3
Planogram Schematic # 181717 -- Effective: 5/16/2016
Paint - A -M
28 28
16
1
51
41
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8 in
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12 in
10 in
10 in
9 in
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FRONT VIEW MAIN AISLE <----<<
Confidential. This document is property of Tractor Supply Company, and is for internal use only. Do not distribute externally (including vendors) without the consent of Store Planning. v2454075.28087
#11
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#1
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8 in
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12 in
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SIDE VIEW
MAIN AISLE <----<<
Segment: 2 of 3
Page: 4 of 7
FIX:#12 TSC-2055 Surface Preparation Pai...DFF: 84.00 Height: 12.00 in Width: 48.00 in Depth: 1 in
FIX:#13 C120062 Paint Dept. Sign Holder DFF: 84.00 Height: 12.00 in Width: 48.00 in Depth: 1 in
FIX:#14 TL415NPLT Shelf 15" x 4'DFF: 84.00 Height: 1.25 in Width: 48.00 in Depth: 15 in
FIX:#15 BE448PPLT - BE430PPLT - R4SPLT Pegboard Back 4' x 84"DFF: 84.00 Height: 76.00 in Width: 46.00 in Depth: 0 in
FIX:#16 TL415NPLT Shelf 15" x 4'DFF: 74.00 Height: 1.25 in Width: 48.00 in Depth: 15 in
FIX:#17 TL417NPLT Shelf 17" x 4'DFF: 63.00 Height: 1.25 in Width: 48.00 in Depth: 17 in
Seq SKU SKU Description Row Col DFL/Peg Seq
75 1082741 F I GRAY PRIMER SPRAY 0 75
76 1030989 CAMOUFLAGE SPRAY PAINT DESERT TAN 3 76
77 1030984 CAMOUFLAGE SPRAY PAINT BLACK 6 77
78 1030983 CAMOUFLAGE SPRAY PAINT OLIVE DRAB 9 78
79 1030986 CAMOUFLAGE SPRAY PAINT KHAKI 12 79
80 1030988 CAMOUFLAGE SPRAY PAINT EARTH BROWN 15 80
81 1031010 PAINT T & I SPRAY ENAMEL FORD/NH BLUE 18 81
82 1031005 PAINT T&I SPR FORD BU 20 82
83 1031009 PAINT T&I SPR OLIVER GN 23 83
84 1031002 PAINT T&I SPR JD GN 26 84
85 1030996 PAINT T&I SPR JD YW 31 85
86 1030991 PAINT T&I SPR NH YW 34 86
87 1031022 SPRAY ENAMEL CUB CAD YELLOW 37 87
88 1031000 PAINT T&I SPR EQUIP CAT YW 40 88
89 1031008 PAINT T&I SPR TRANSPORT YW 43 89
90 1031011 PAINT T & I SPRAY ENAMEL C PWR YELLOW 46 90
FIX:#18 TL417NPLT Shelf 17" x 4'DFF: 53.00 Height: 1.25 in Width: 48.00 in Depth: 17 in
Seq SKU SKU Description Row Col DFL/Peg Seq
91 1082744 F I GRAY PRIMER QUART 2 91
92 1030972 SPRAY ENAMEL MATTE BLACK 7 92
93 1030971 SPRAY ENAMEL GLOSS BLACK 9 93
94 1030962 SPRAY ENAMEL GLOSS WHITE 15 94
95 1030942 PAINT T & I FORD BLUE QT 17 95
96 1030938 PAINT T & I JD GREEN QT 22 96
97 1030929 PAINT T & I NEW JD YELLOW QT 26 97
98 1046792 OIL BASE ENAMEL CUB CADET YELLOW QT 30 98
99 1030933 PAINT T & I MF RED QT 35 99
100 1030924 PAINT T & I FORD RED QT 39 100
101 1030946 PAINT T & I IH RED QT 44 101
FIX:#19 TL417NPLT Shelf 17" x 4'DFF: 43.00 Height: 1.25 in Width: 48.00 in Depth: 17 in
Seq SKU SKU Description Row Col DFL/Peg Seq
102 1082755 F I FORD RED QUART -2 102
103 1082748 F I INTERNATIONAL HARVESTER RED QUART 3 103
104 1185752 MAJIC PLASTIC ADHESION PROMOTER 7 104
105 1030980 SPRAY BLACK ALL PURPOSE 10 105
106 1030976 SPRAY WHITE ALL PURPOSE 13 106
107 1030981 SPRAY PRIMER ALL PURPOSE 16 107
108 1030917 ALL PURPOSE BLACK QT 18 108
110 1030911 ALL PURPOSE WHITE QT 23 110
111 1030920 ALL PURPOSE GRAY PRIMER QT 27 111
112 1030957 PAINT T & I BLACK GAL 32 112
FIX:#20 TSCTRHA Catalyst Hardener Tray DFF: 42.25 Height: 0.50 in Width: 8.75 in Depth: 7 in
Seq SKU SKU Description Row Col DFL/Peg Seq
109 1177127 MAJIC CATALYST HARDENER 109
FIX:#21 TL417NPLT Shelf 17" x 4'DFF: 31.00 Height: 1.25 in Width: 48.00 in Depth: 17 in
Seq SKU SKU Description Row Col DFL/Peg Seq
113 1082767 F I GLOSS WHITE GALLON -1 113
114 1082771 F I GRAY PRIMER GALLON 7 114
115 1030916 ALL PURPOSE BLACK GAL 14 115
116 1030910 ALL PURPOSE WHITE GAL 22 116
117 1030918 ALL PURPOSE GRAY PRIMER GAL 30 117
118 1030925 PAINT T & I MF GRAY GAL 37 118
SKU REPORT FOR SEGMENT 2 of 3
Planogram Schematic # 181717 -- Effective: 5/16/2016
Paint - A -M
11
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10.75 in
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FRONT VIEW MAIN AISLE <----<<
Confidential. This document is property of Tractor Supply Company, and is for internal use only. Do not distribute externally (including vendors) without the consent of Store Planning. v2454075.28087
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SIDE VIEW
MAIN AISLE <----<<
Segment: 2 of 3
Page: 5 of 7
FIX:#22 TL417NPLT Shelf 17" x 4'DFF: 19.00 Height: 1.25 in Width: 48.00 in Depth: 17 in
Seq SKU SKU Description Row Col DFL/Peg Seq
119 1082776 F I MASSEY FERGUSON GRAY GALLON -3 119
120 1082773 F I RED OXIDE METAL PRIMER GALLON 5 120
121 1030947 PAINT T & I SCHOOL BUS YELLOW GAL 13 121
122 1030944 PAINT T & I KUBOTA ORANGE GAL 20 122
123 1030936 PAINT T & I AC ORANGE GAL 36 123
FIX:#23 SD419NPLT Base 19" x 4'DFF: 8.00 Height: 1.25 in Width: 48.00 in Depth: 19 in
Seq SKU SKU Description Row Col DFL/Peg Seq
124 1082777 F I JOHN DEERE YELLOW GALLON 1 124
125 1082785 F I KUBOTA ORANGE GALLON 8 125
126 1030949 PAINT T & I NEW FORD/NH BLUE GAL 16 126
127 1030941 PAINT T & I FORD BLUE GAL 23 127
128 1030948 PAINT T & I OLIVER GREEN GAL 38 128
SKU REPORT FOR SEGMENT 2 of 3
Planogram Schematic # 181717 -- Effective: 5/16/2016
Paint - A -M
11
9
27
10
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3
75
91
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10.75 in
10 in
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9 in
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FRONT VIEW MAIN AISLE <----<<
Confidential. This document is property of Tractor Supply Company, and is for internal use only. Do not distribute externally (including vendors) without the consent of Store Planning. v2454075.28087
#23
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8 in
11 in
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10.75 in
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SIDE VIEW
MAIN AISLE <----<<
Segment: 3 of 3
Page: 6 of 7
FIX:#24 TSC-1443 Metal Protection Paint H...DFF: 84.00 Height: 12.00 in Width: 48.00 in Depth: 1 in
FIX:#25 TL415NPLT Shelf 15" x 4'DFF: 84.00 Height: 1.25 in Width: 48.00 in Depth: 15 in
FIX:#26 C120062 Paint Dept. Sign Holder DFF: 84.00 Height: 12.00 in Width: 48.00 in Depth: 1 in
FIX:#27 BE448PPLT - BE430PPLT - R4SPLT Pegboard Back 4' x 84"DFF: 84.00 Height: 76.00 in Width: 46.00 in Depth: 0 in
FIX:#28 TL415NPLT Shelf 15" x 4'DFF: 74.00 Height: 1.25 in Width: 48.00 in Depth: 15 in
FIX:#29 TL417NPLT Shelf 17" x 4'DFF: 63.00 Height: 1.25 in Width: 48.00 in Depth: 17 in
Seq SKU SKU Description Row Col DFL/Peg Seq
129 1031006 PAINT T&I SPR NEW KUBOTA OR 0 129
130 1031001 PAINT T&I SPR AC OR 3 130
131 1030999 PAINT T&I SPR MF RD 6 131
132 1030992 PAINT T&I SPR FORD RD 9 132
133 1030995 PAINT T&I SPR NH RD 11 133
134 1031007 PAINT T&I SPR IH RD 14 134
135 1030994 PAINT T&I SPR MF GY 17 135
136 1031003 PAINT T&I SPR FORD GY 20 136
137 1030990 PAINT T&I SPR IH WH 23 137
138 1030998 PAINT T&I SPR LOW GLOSS BK 26 138
139 1031016 PAINT T&I SPR GLOSS BK 28 139
140 1031015 PAINT T&I SPR GLOSS WH 37 140
141 1031017 PAINT T & I CLEAR LAQUER SPRAY 40 141
142 1031014 PAINT T&I SPR REDOXIDE PRIMER 43 142
143 1030982 SPRAY SANDABLE PRIMER GRAY 46 143
FIX:#30 TL417NPLT Shelf 17" x 4'DFF: 53.00 Height: 1.25 in Width: 48.00 in Depth: 17 in
Seq SKU SKU Description Row Col DFL/Peg Seq
144 1030940 PAINT T & I LIGHT FORD GRAY QT 0 144
145 1030907 PAINT T I ENAMEL IH WH QT 4 145
146 1030931 PAINT T & I MATTE BLACK QT 9 146
147 1030958 PAINT T & I BLACK QT 13 147
148 1030956 PAINT T & I WHITE QT 26 148
149 1030960 PAINT T & I CLEAR GLOSS LAQUER QT 31 149
150 1030954 PAINT T & I RED OXIDE PRIMER QT 35 150
151 1031019 SANDABLE PRIMER GRAY QUART 39 151
FIX:#31 TL417NPLT Shelf 17" x 4'DFF: 43.00 Height: 1.25 in Width: 48.00 in Depth: 17 in
Seq SKU SKU Description Row Col DFL/Peg Seq
152 1030955 PAINT T & I WHITE GAL 5 152
154 1030959 PAINT T & I CLEAR GLOSS LAQUER GAL 27 154
155 1031018 SANDABLE PRIMER GRAY GALLON 34 155
FIX:#32 TSCHOLD Brochure Holder DFF: 44.75 Height: 6.00 in Width: 5.00 in Depth: 4 in
FIX:#33 TSCTRRE Reducer Tray DFF: 42.25 Height: 0.50 in Width: 8.75 in Depth: 7 in
Seq SKU SKU Description Row Col DFL/Peg Seq
153 1177119 MAJIC REDUCER 153
FIX:#34 TL417NPLT Shelf 17" x 4'DFF: 31.00 Height: 1.25 in Width: 48.00 in Depth: 17 in
Seq SKU SKU Description Row Col DFL/Peg Seq
156 1030939 PAINT T & I LIGHT FORD GRAY GAL -3 156
157 1030921 PAINT T & I IH WHITE GAL 4 157
158 1030930 PAINT T & I MATTE BLACK GAL 18 158
159 1030953 PAINT T & I RED OXIDE PRIMER GAL 33 159
FIX:#35 TL417NPLT Shelf 17" x 4'DFF: 19.00 Height: 1.25 in Width: 48.00 in Depth: 17 in
Seq SKU SKU Description Row Col DFL/Peg Seq
160 1030932 PAINT T & I MF RED GAL -5 160
161 1030923 PAINT T & I FORD RED GAL 10 161
162 1030926 PAINT T & I NEW HOLLAND RED GAL 18 162
163 1030945 PAINT T & I IH RED GAL 26 163
FIX:#36 SD419NPLT Base 19" x 4'DFF: 8.00 Height: 1.25 in Width: 48.00 in Depth: 19 in
Seq SKU SKU Description Row Col DFL/Peg Seq
164 1030937 PAINT T & I JD GREEN GAL -3 164
165 1030928 PAINT T & I NEW JD YELLOW GAL 19 165
166 1030922 PAINT T & I NH YELLOW GAL 26 166
SKU REPORT FOR SEGMENT 3 of 3
Planogram Schematic # 181717 -- Effective: 5/16/2016
Paint - A -M
11
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FRONT VIEW MAIN AISLE <----<<
Confidential. This document is property of Tractor Supply Company, and is for internal use only. Do not distribute externally (including vendors) without the consent of Store Planning. v2454075.28087
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MAIN AISLE <----<<
Segment: 3 of 3
Page: 7 of 7
167 1030934 PAINT T & I CATERPILLAR YELLOW GAL 34 167
FIX:#37 268457 Spray Liner Kit DFF: 8.00 Height: 1.00 in Width: 1.00 in Depth: 1 in
SKU REPORT FOR SEGMENT 3 of 3
Planogram Schematic # 181717 -- Effective: 5/16/2016
Paint - A -M
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8 in
11 in
12 in
7.75 in
8.25 in
10 in
9 in
10 in
FRONT VIEW MAIN AISLE <----<<
Confidential. This document is property of Tractor Supply Company, and is for internal use only. Do not distribute externally (including vendors) without the consent of Store Planning. v2454075.28087
#36#37
#35
#34
#31
#30
#29
#26
#28
#25
#24
#27
#33
8 in
11 in
12 in
7.75 in
8.25 in
10 in
9 in
10 in
SIDE VIEW