TAB_Product_Construction_Documents.pdf

GENERAL NOTES

1. SCOPE OF WORK: STRUCTURAL ENGINEERING WORK FOR THIS PROJECT IS THE DESIGN OF THE SEISMIC

ANCHORAGE OF THE STATIC SHELVING.

2. FIELD VERIFICATION: FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION.

PROMPTLY NOTIFY ARCHITECT (STRUCTURAL ENGINEER) IN CASE OF DISCREPANCIES.

3. DESIGN INTENT: CONTRACT DOCUMENTS INDICATE DESIGN INTENT FOR STRUCTURE IN ITS COMPLETED

STATE. THEY DO NOT INDICATE METHOD OF CONSTRUCTION. PROMPTLY NOTIFY ARCHITECT

(STRUCTURAL ENGINEER), PRIOR TO PROCEEDING WITH WORK, IF DESIGN INTENT REQUIRES FURTHER CLARIFICATION. ALL WORK SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE (IBC)

2019 EDITION INCLUDING ALL AMENDMENTS.

4. NON-STRUCTURAL COMPONENT DESIGN CRITERIA:

• Ss = 0.314g

• Sds = 0.324g

• ap = 1.0

• Rp = 2.5

• Ωo = 2.0

• Ip = 1.0

• z/h = 0.5

5. STRUCTURAL STEEL: ALL STEEL SHAPES AND PLATES SHALL BE ASTM A36 UNLESS NOTED OTHERWISE.

ALL SHELVING SHAPES SHALL CONFORM TO ASTM A1011. ALL MACHINE BOLTS SHALL CONFORM TO ASTM

A307, AND ALL THROUGH BOLTS SHALL CONFORM TO ASTM F1554 GR. 36.

6. DEVIATIONS: MODIFICATIONS AND SUBSTITUTIONS TO APPROVED STRUCTURAL DRAWINGS MUST BE ACCEPTED IN WRITING BY ARCHITECT (STRUCTURAL ENGINEER) AND APPROVED BY GOVERNING CODE AUTHORITY. NO DEVIATION, MODIFICATION OR SUBSTITUTION WILL BE ACCEPTED VIA SHOP DRAWING

REVIEW.

7. COORDINATION RESPONSIBILITY: CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK

INCLUDING THAT OF SUB-CONTRACTOR TRADES.

8. SUBMITTALS: SUBMIT TO ARCHITECT (STRUCTURAL ENGINEER) AS INDICATED ON STRUCTURAL DRAWINGS AND SPECIFICATIONS. GENERAL CONTRACTOR SHALL REVIEW SUBMITTAL FOR COMPLETENESS AND

COMPLIANCE WITH CONTRACT DOCUMENTS PRIOR TO SUBMISSION.

A. REQUEST FOR INFORMATION (RFI) SUBMITTALS: ACCOMPANY RFI'S WITH PARTIAL STRUCTURAL

MEMBERS. COPY PARTIAL PLAN FROM STRUCTURAL DRAWINGS AND INDICATE GRID LINE

LOCATIONS AND FLOOR LEVEL. ALSO PROVIDE PROPERLY DRAWN ENGINEERING SKETCHES

ILLUSTRATING ISSUES AND CONTRACTORS PROPOSED SOLUTIONS. PHOTOGRAPHS ARE NOT

ACCEPTABLE SUBSTITUTIONS TO ENGINEERING SKETCHES.

9. CONTRACTOR DOCUMENTS USE: REVIEW CONTRACT DOCUMENTS IN THEIR ENTIRETY BEFORE

PERFORMING STRUCTURAL RELATED WORK AND BEFORE DEVELOPING SHOP DRAWINGS. BRING

DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE ARCHITECT (STRUCTURAL ENGINEER) BEFORE

STARTING WORK.

A. SCALING OF DRAWINGS: NOT PERMITTED.

B. ADDITIONAL STRUCTURAL REQUIREMENTS: SEE SPECIFICATIONS.

C. BUILDING GEOMETRY: SEE ARCHITECTURAL DRAWINGS FOR BUILDING GEOMETRY INCLUDING, BUT

NOT LIMITED TO, TOP OF FLOOR AND ROOF ELEVATIONS, DEPRESSIONS, SLOPES, CURBS, DRAINS, TRENCHES, SLAB AND DECK EDGE LOCATIONS, WALL OVERALL DIMENSIONS, AND SIZE AND

LOCATIONS OF OPENINGS IN FLOORS, ROOF, AND WALLS.

D. NON-STRUCTURAL ITEMS REQUIRING SPECIAL PROVISIONS: SEE ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR NON-STRUCTURAL ITEMS REQUIRING SPECIAL

PROVISIONS DURING CONSTRUCTION. THEY INCLUDE, BUT ARE NOT LIMITED TO, NON-STRUCTURAL WALLS, SIZE AND LOCATIONS OF OPENINGS AND SLEEVES PENETRATING STRUCTURE, SIZE AND LOCATION OF CONCRETE CURBS AND PADS, AND SIZE AND LOCATION OF PIPING, DUCTWORK, AND

EQUIPMENT ANCHORAGE MOUNTED OR SUSPENDED FROM STRUCTURE. VERIFY EXACT SIZE AND

LOCATION OF EQUIPMENT WITH EQUIPMENT MANUFACTURER.

10. MATERIALS: FURNISH AND INSTALL IN COMPLIANCE WITH LEGALLY CONSTITUTED PUBLISH AUTHORITIES HAVING JURISDICTION INCLUDING COUNTY AND LOCAL ORDINANCES AND SAFETY ORDERS OF STATE INDUSTRIAL ACCIDENT COMMISSION, OSHA. THE ARCHITECT, STRUCTURAL ENGINEER OF RECORD, AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH

THESE REQUIREMENTS.

11. PENETRATIONS, EMBEDMENTS, AND OPENINGS IN STRUCTURAL MEMBERS: NO PENETRATION, EMBEDMENT, OPENING, SLEEVE, PIPE, OR CONDUIT SHALL OCCUR IN STRUCTURAL MEMBERS INCLUDING FOOTINGS, SLABS, WALLS, COLUMNS, AND BEAMS UNLESS SPECIALLY SHOWN OR INDICATED ON

STRUCTURAL DRAWINGS.

12. TYPICAL DETAILS: DETAILS ARE APPLICABLE THROUGHOUT PROJECT WHEREVER THE DESCRIBED CONDITION OCCURS AND MAY OR MAY NOT BE SPECIFICALLY REFERENCED ON STRUCTURAL DRAWINGS.

CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THESE DETAILS AND UNDERSTANDING EXTENT OF THEIR

APPLICATION PRIOR TO PERFORMING WORK.

13. PROCEDURES OF CONSTRUCTION: CONTRACTOR IS RESPONSIBLE FOR PROCEDURES OF CONSTRUCTION COMPLYING WITH NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES. SITE VISITS (INCLUDING

STRUCTURAL OBSERVATION) BY ARCHITECT (STRUCTURAL ENGINEER) DO NOT CONSTITUTE

SUPERVISIONS OF METHODS OF CONSTRUCTION.

A. PROTECTION OF UTILITIES: LOCATE EXISTING UTILITIES, INCLUDING THOSE NOT SHOWN ON

CONTRACT DOCUMENTS, AND PROTECT THEM FROM DAMAGE. CONTRACTOR BEARS EXPENSE OF

REPAIR OR REPLACEMENT OF UTILITIES IN CONJUNCTIONS WITH EXECUTION OF WORK.

B. EXCAVATION: PROTECT STRUCTURE, ADJACENT STRUCTURES, ADJACENT PROPERTIES, STREETS, AND UTILITIES DURING EXCAVATION UTILIZING LAGGING, SHORING, UNDERPINNING AT SIDES AND

RELATED PROCEDURES AS MAY BE REQUIRED. PROVIDE NECESSARY SUPPORTS FOR SOIL

EXCAVATIONS. CONTRACTOR AND AFFECTED TRADES SHALL REFER TO GEOTECHNICAL REPORT

FOR MORE INFORMATION.

C. PROTECTION OF STRUCTURE: PROVIDE NECESSARY MEASURES TO PROTECT STRUCTURE DURING

EXECUTION OF WORK.

D. CONTRACTOR PROPOSED REVISIONS: WHERE A REVISION OF STRUCTURAL DESIGN OR

CONNECTION IS PROPOSED BY CONTRACTOR TO ACCOMMODATE CONSTRUCTION TOLERANCES,

CONSTRUCTION SEQUENCE AND/OR DIMENSION MODIFICATIONS, CONTRACTOR SHALL RETAIN A

LICENSED STRUCTURAL ENGINEER TO PERFORM DESIGN. SUBMIT STAMPED AND SIGNED DESIGN

DRAWINGS AND CALCULATIONS TO THE ARCHITECT (STRUCTURAL ENGINEER) FOR REVIEW AND

THE GOVERNING CODE AUTHORITY FOR APPROVAL.

E. SHORING, BRACING, AND OTHER TEMPORARY SUPPORTS: DESIGN AND ERECT SHORING, BRACING, AND OTHER TEMPORARY SUPPORTS WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH

AND AS REQUIRED FOR SAFE ERECTION. ENSURE FLOOR, ROOF, AND WALL MEMBERS ARE

SECURELY SHORED AND BRACED DURING CONSTRUCTION.

F. TEMPORARY LOADING: ENSURE CONSTRUCTION LOADS DO NOT EXCEED INDICATED DESIGN LIVE

LOAD VALUES. NOTIFY AFFECTED SUB-CONTRACTOR TRADES OF THESE DESIGN LOAD LIMITS.

ABBREVIATIONS

@ = AT

AB = ANCHOR BOLT

ABV = ABOVE

ALT = ALTERNATE

AWA = ALIGN WITH ABOVE

BLW = BELOW

BM = BEAM

BRG = BEARING

BS = BOTH SIDES

BTM = BOTTOM

BTWN = BETWEEN

CBC = CALIFORNIA BUILDING CODE

CL = CENTER LINE

CLR = CLEAR

CONC = CONCRETE

DIA = DIAMETER

(E) = EXISTING

EA = EACH

EFF = EFFECTIVE

EMBED = EMBEDMENT

EW = EACH WAY

EXT = EXTERIOR

F.F. = FINISH FLOOR

FT = FEET

GA = GAGE (GAUGE)

GALV. = GALVANIZED

HORIZ = HORIZONTAL

LBS = POUNDS

LWC = LIGHT WEIGHT CONCRETE

IN = INCH

INFO = INFORMATION

MAX = MAXIMUM

MFR = MANUFACTURER

MIN = MINIMUM

NWC = NORMAL WEIGHT CONCRETE

NA = NOT APPLICABLE

OC = ON CENTER

SIM = SIMILAR

SDSTS = SELF DRILLING SELF TAPPING SCREW

SMS = SHEET METAL SCREW

SQ = SQUARE

STD = STANDARD

TYP = TYPICAL

UNO = UNLESS NOTED OTHERWISE

VERT = VERTICAL

W/ = WITH

W/O = WITHOUT

SPECIAL INSPECTION NOTES

1. NOTICE TO THE APPLICANT/OWNER/OWNERS'S AGENT/ ARCHITECT OR ENGINEER: BY USING THESE PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/INSTALLATION OF THE WORK SPECIFIED

HEREIN, YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF THE LOCAL BUILDING

DEPARTMENTS/BUILDING AUTHORITY FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS,

CONSTRUCTION MATERIALS TESTING AND OFF-SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION

CODES.

2. NOTICE TO THE CONTRACTOR/BUILDER/INSTALLER/SUB-CONTRACTOR/OWNER-BUILDER: BY USING THESE PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/INSTALLATION OF WORK SPECIFIED HEREIN, YOU ACKNOWLEDGE AND ARE AWARE OF, THE REQUIREMENTS CONTAINED IN THE STATEMENT OF

SPECIAL INSPECTIONS. YOU AGREE TO COMPLY WITH REQUIREMENTS OF THE CITY OR COUNTY FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIALS TESTING AND OFF-SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND, AS REQUIRED BY THE GOVERNING BUILDING CONSTRUCTION CODES. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE BUILDING AUTHORITY, IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE CITY

OR COUNTY FOR TESTING MATERIALS, SYSTEMS, COMPONENTS, AND EQUIPMENT. THE SPECIAL

INSPECTIONS IDENTIFIED ON PLANS ARE IN ADDITION TO, AND NOT SUBSTITUTE FOR THOSE INSPECTIONS

REQUIRED TO BE PREFORMED BY THE CITY'S BUILDING INSPECTOR.

3. ALL INSPECTION, SPECIAL OR OTHERWISE, REQUIRED BY THE BUILDING CODES, LOCAL BUILDING DEPARTMENTS, OR SPECIFIED ON PLANS SHALL BE COMPLETED BY AN INDEPENDENT INSPECTION COMPANY CERTIFIED BY THE BUILDING AUTHORITY AND ACCEPTED/APPROVED BY THE ENGINEER OF RECORD. JOBSITE VISITS BY THE ENGINEER DO NOT CONSTITUTE OFFICIAL INSPECTION OR SUPERVISION

OF THE WORK.

4. SPECIAL INSPECTOR SHALL BE HIRED BY THE OWNER TO PROVIDE SPECIAL INSPECTIONS AS REQUIRED

PER THE PLANS.

5. SPECIAL INSPECTOR: A QUALIFIED PERSON, EMPLOYED BY THE OWNER, WHO HAS DEMONSTRATED COMPETENCE TO THE SATISFACTION OF THE BUILDING OFFICIAL FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. DUTIES INCLUDE VISUAL INSPECTIONS AND FIELD MEASUREMENTS OR MATERIALS, OBTAINING SPECIMENS FOR TESTS AND

RELATED ACTIONS INCLUDING PREPARATION OF REPORTS.

6. CONTINUOUS INSPECTION: ON SITE INSPECTION BY THE SPECIAL INSPECTOR ON A CONTINUOUS BASIS

OBSERVING ALL WORK REQUIRING SPECIAL INSPECTION.

7. PERIODIC INSPECTION: INTERMITTENT INSPECTION AS PERMITTED BY THE PLAN, SPECIFIED AT PRE- DETERMINED INTERVALS OR MORE FREQUENTLY AS WORK PROGRESSES. NO SIGNIFICANT ELEMENTS OR AREAS SHALL BE COVERED BY ADDITIONAL WORK UNTIL APPROVED BY THE BUILDING OFFICIAL AND/OR

SPECIAL INSPECTOR.

PROPRIETARY ANCHORS AND FASTENERS

1. ANCHORAGE:

A. EPOXY ANCHORS: SHALL NOT BE USED.

B. MECHANICAL ANCHORS: HILTI KWIK BOLT - TZ2 EXPANSION ANCHORS ICC ESR-4266

2. FASTENERS:

A. SELF-DRILLING METAL SCREWS (INDICATED AS "SCREWS" OR "SMS" ON DRAWINGS): MINIMUM

0.292-INCH HEAD DIAMETER SELF-DRILLING/SELF-TAPPING STEEL SCREWS COMPLYING WITH ICC ES

REPORT. MINIMUM YIELD STRESS, FY=33 KSI.

3. INSTALLATION: SEE MANUFACTURER'S WRITTEN INSTRUCTIONS AND REFERENCED ICC ES REPORT.

A. MATERIALS NOT TO BE PENETRATED BY FASTENERS OR ANCHORS: POST-TENSIONED CONCRETE

AND PRECAST CONCRETE, PRESTRESSED CONCRETE UNLESS SPECIFICALLY DETAILED HEREIN OR

AS ACCEPTED IN WITTING BY ARCHITECT (STRUCTURAL ENGINEER). WHEN INSTALLATION IS

PERMITTED, LOCATE PRESTRESSING AND POST-TENSIONED TENDONS ACCURATELY PRIOR TO

INSTALLATION.

B. DRILLING HOLES IN EXISTING CONCRETE OR MASONRY FOR ANCHORS: USE NON-PNEUMATIC, ROTARY HAMMER TOOLS WITH ANSI COMPLIANT NON-REBAR CUTTING DRILL BITS TO DRILL HOLES

OR PROPER TOLERANCE. LOCATE EXISTING REBAR INCLUDING PRESTRESSING AND POST-

TENSIONING TENDONS USING NON-HAZARDOUS, NON-DESTRUCTIVE METHODS WITH ACCURATE

LOCATION TOLERANCES (PLUS OR MINUS ONE INCH PRIOR TO DRILLING HOLES TO AVOID CUTTING

OR DAMAGING EXISTING REINFORCING OR PRESTRESSING/POST-TENSIONING TENDONS. HOLES

SHALL BE THOROUGHLY CLEANED PER THE MANUFACTURERS WITTING RECOMMENDATIONS PRIOR

TO INSTALLATION OF ANCHORS.

C. DELETERIOUS MATERIALS: KEEP ANCHORS, INCLUDING HOLES FOR DRILL AND MECHANICAL

ANCHORS FREE OF DUST, GREASE, AND OTHER MATERIALS THAT IMPAIR MECHANICAL BOND.

4. TESTING FOR EXPANSION ANCHORS:

A. SPECIAL INSPECTION: SPECIAL INSPECTOR WILL PERFORM CONTINUOUS SPECIAL INSPECTION

DURING INSTALLATION.

B. TEST QUANTITY: INSPECTOR SHALL TEST 50% OF ANCHORS USED FOR EQUIPMENT/NON-

STRUCTURAL COMPONENT ANCHORAGE.

C. TEST LOADS FOR: HILTI KB-TZ2 (ICC-ES ESR-4266)

• INSTALLATION TORQUE FOR 1/4" EXPANSION ANCHOR: 4 FT-LBS

• INSTALLATION TORQUE FOR 1/2" EXPANSION ANCHOR: 50 FT-LBS

D. TESTING METHOD:

• TORQUE WRENCH METHOD: THE ANCHORS SHALL BE TESTED BY THE USE OF A

CALIBRATED WRENCH. THE APPLICABLE TEST LOAD SHALL BE REACHED WITHIN ONE-HALF

TURN OF THE NUT.

E. FAILED ANCHORS: IF ANY ANCHOR(S) FAIL IN TESTING, TESTING OF REMAINING ANCHORS OF THE

SAME SIZE AND CATEGORY NOT PREVIOUSLY TESTED SHALL BE COMPLETED.

5. POST-INSTALLED ANCHORAGE: CONTRACTOR SHALL INSTALL ANCHORAGE AT ALL LOCATIONS

ILLUSTRATED IN THE CONSTRUCTION DOCUMENTS. POST-INSTALLED ANCHORS SHALL CONFORM TO THE

IBC REQUIREMENTS, AND BE INSPECTED BY A SPECIAL INSPECTOR SPECIAL.

30" MIN

PER MFR

ANTI TIP

TRACK, TYP

S2 TYP

S2

S2

MOBILE CARRIAGE TYP

FIXED CARRIAGE

FIXED CARRIAGE

ANCHORAGE

LOCATION, TYP

30" MIN

PER MFR

SEISMIC STOP ANGLE, TYP

E Q

E Q

E Q

E Q

ANTI TIP

TRACK, TYP

S2 TYP

S2

S2

MOBILE CARRIAGE TYP

FIXED CARRIAGE

FIXED CARRIAGE

ANCHORAGE

LOCATION, TYP

SEISMIC STOP ANGLE, TYP

30" MIN

PER MFR

30" MIN

PER MFR

E Q

E Q

E Q

E Q

(E) 3" LIGHT WEIGHT CONCRETE

TOPPING OVER 2" METAL DECK

(f'm = 3,000 PSI MIN), V.I.F.

NOTES:

1. CHECK OF THE EXISTING CONCRETE TOPPING OVER METAL DECK AND

FLOOR FRAMING IS BY OTHERS.

2. MAX SHELVING HEIGHT = 76-1/4 INCHES.

3. SEE DETAIL 2 ON THIS SHEET FOR SHELVING CONNECTION TO CARRIAGE.

STANDARD

TRACK

S2

TYP

TYP

STANDARD

TRACK

S2

TYP

TYP

SHELVING UPRIGHT BEYOND

BOTTOM SHELF SUPPORT

SIDE CHANNEL

BOT SHELF SUPPORT W/

(2) #12 SDSTS AT EACH

END AND EACH SIDE (8

SCREWS TOTAL)

BOTTOM SHELF

PROJECT INFORMATION:

PLAN REVISIONS

CONSULTANT:

SHEET NUMBER

SHEET

REV:

DATE:

SHEET TITLE:

605 Fourth Street Mayville, WI 53050

PROJECT NUMBER:

41593 WINCHESTER RD, SUITE 200

TEMECULA, CA 92590

PH: (805) 345-0378

S1

NOTES, DETAIL, AND PLAN

LAYOUT

GREENVILLE COUNTY CLERK-

TAB PRODUCTS MOBILE

SHELVING SYSTEM SEISMIC

ANCHORAGE

9/13/2022

301 UNIVERSITY RIDGE

GREENVILLE, SC 29601

17-5000.11

1/2" = 1'-0"

MOBILE SHELVING SYSTEM LAYOUT

No.: Revision: Date:

6" = 1'-0"

SHELF TO CARRIAGE CONNECTION

010-013-22

DATE SIGNED: 9/13/2022

Trent Line

(2) 1/4" DIA. BOLT AT 2-3/4" ON CENTER

CROSS CHANNELS

10 GA ANTI-TIP CHANNEL x 4" LONG

ASTM 653, GR 50

1/4" DIA. HILTI KWIK BOLT-TZ2

EXPANSION ANCHOR WITH 1-1/2"

EFFECTIVE EMBEDMENT AT 12" ON

CENTER AND 3-1/2" FROM EACH END

OR TRACK SPLICE (SPECIAL

INSPECTIONS REQUIRED)

1/2" MIN NON-

SHRINK GROUT

CENTERLINE OF WHEEL

AND AXLE DRIVE

WHEEL

CONT ANTI-TIP

ALUMINUM TRACK

1/4" DIA HILTI KB3 FLUSH

MOUNTED ANCHOR AT 36" ON

CENTER W/ 1-1/4" EMBEDMENT

(FILL ALL HOLES)

CONTINUOUS SIDE

CHANNELS

WHEEL ASSEMBLY

NOTES:

1. CONTRACTOR TO SHALL LOCATE EXISTING REINFORCING LOCATIONS AND DEPTHS PRIOR TO DRILLING FOR THE INSTALLATION OF EXPANSION ANCHORS. CONTRACTOR SHALL NOT DAMAGE EXISTING REINFORCING.

2. GUIDE WHEELS ARE REQUIRED AT EACH ANTI-TIP TRACK.

3. THE HILTI KB3 FLUSH MOUNTED ANCHORS SHOWN ARE USED FOR THE INSTALLATION AND LEVELING THE ANTI-TIP TRACK AND ARE NOT CONSIDERED PART OF THE ANCHORAGE DESIGN OR LOAD PATH USED FOR ANCHORAGE. THE HILTI KBTZ ANCHORS SHOWN HAVE BEEN DESIGNED FOR THE UPLIFT AND SHEAR DESIGN FORCES TO EACH ANTI-TIP TRACK.

(E) 3" THICK MIN. LWC OVER

METAL DECK

(f'c = 3,000 PSI MIN)

(E) REINF. WHERE

OCCURS SEE NOTE 1

CROSS CHANNELS

1/4" DIA HILTI KB3

FLUSH MOUNTED

ANCHOR AS REQ.

FOR INSTALLATION

ONLY, TYP

1/2" NON-SHRINK GROUT

CENTERLINE OF WHEEL

AND AXLE DRIVE

WHEEL

CONT TRACK W/ NEOPRENE

CONT SIDE CHANNELS

NOTES:

1. CONTRACTOR TO SHALL LOCATE EXISTING REINFORCING LOCATIONS AND DEPTHS PRIOR TO DRILLING FOR THE INSTALLATION OF EXPANSION ANCHORS. CONTRACTOR SHALL NOT DAMAGE EXISTING REINFORCING.

2. STANDARD TRACKS ARE NOT USED FOR THE ANCHORAGE OF THE SHELVING SYSTEM. THE HILTI KB3 FLUSH MOUNTED ANCHORS SHOWN ARE USED FOR THE INSTALLATION AND LEVELING OF THE STANDARD TRACK AND ARE NOT CONSIDERED PART OF THE ANCHORAGE DESIGN OR LOAD PATH USED FOR ANCHORAGE.

(E) REINF. WHERE

OCCURS SEE NOTE 1

CROSS CHANNEL BEYONDCONT SIDE

CHANNEL, TYP

L5"x3"x1/4" w/ (2) 1/2" DIA. HILTI KWIK BOLT-TZ2

EXPANSION ANCHORS W/ 1-1/2" EFFECTIVE

EMBEDMENT

(SEE PLAN FOR LOCATION)

(SPECIAL INSPECTIONS REQUIRED)

#12 SELF DRILLING SELF TAPPING

SCREW, (2 EA END TYP)

0' - 1"

CARRIAGE WIDTH PER MFR

0' - 1"

(E) 3" THICK MIN. LWC

OVER METAL DECK

(f'c = 3,000 PSI MIN)

0' - 1"

0' - 2"

TYP

TYPTYP

(E) REINF. WHERE

OCCURS SEE NOTE 1

NOTES:

1. CONTRACTOR TO SHALL LOCATE EXISTING REINFORCING LOCATIONS AND DEPTHS PRIOR TO DRILLING FOR THE INSTALLATION OF EXPANSION ANCHORS. CONTRACTOR SHALL NOT DAMAGE EXISTING REINFORCING.

EQ EQ

0' - 1"

MOBILE CARRIAGE

L5x3x1/4 (LLV) x 2'-2" LENGTH WITH

(5) 1/2" DIA. HILTI KWIK BOLT-TZ2

EXPANSION ANCHORS AT 6" ON

CENTER AND 1" FROM EA END W/

1-1/2" EFFECTIVE EMBEDMENT

(SPECIAL INSPECTIONS REQUIRED)

SHELVING

TRACK BEYOND WHERE OCCURS

WHEELS BEYOND WHERE

OCCURS

(E) 3" THICK MIN. LWC

OVER METAL DECK

(f'c = 3,000 PSI MIN)

NOTES:

1. CONTRACTOR TO SHALL LOCATE EXISTING REINFORCING LOCATIONS AND DEPTHS PRIOR TO DRILLING FOR THE INSTALLATION OF EXPANSION ANCHORS. CONTRACTOR SHALL NOT DAMAGE EXISTING REINFORCING.

(E) REINF. WHERE

OCCURS SEE NOTE 10' - 1"

PROJECT INFORMATION:

PLAN REVISIONS

CONSULTANT:

SHEET NUMBER

SHEET

REV:

DATE:

SHEET TITLE:

605 Fourth Street Mayville, WI 53050

PROJECT NUMBER:

41593 WINCHESTER RD, SUITE 200

TEMECULA, CA 92590

PH: (805) 345-0378

S2

DETAILS

GREENVILLE COUNTY CLERK-

TAB PRODUCTS MOBILE

SHELVING SYSTEM SEISMIC

ANCHORAGE

9/13/2022

301 UNIVERSITY RIDGE

GREENVILLE, SC 29601

17-5000.11

No.: Revision: Date:

3" = 1'-0"

ANTI-TIP TRACK ANCHORAGE

3" = 1'-0"

STANDARD TRACK SECTION

3" = 1'-0"

FIXED CARRIAGE ANCHORAGE

3" = 1'-0"

SEISMIC STOP ANGLE ANCHORAGE

010-013-22

DATE SIGNED: 9/13/2022