Enclosure 10_Pharmacy Robot Replacement B100 Structural Drawings.pdf

STRUCTURAL GENERAL NOTES STRUCTURAL SHEET INDEX

S100 STRUCTURAL GENERAL NOTES

S201 FIRST FLOOR FRAMING PLAN

S500 ANCHOR DETAILS

· GENERAL

A. THESE DRAWINGS ARE COPY RIGHTED INSTRUMENTS OF SERVICE OF HOHBACH-LEWIN, INC.

FOR USE ONLY ON THIS PROJECT.

B. CONTRACTOR RESPONSIBILITY - CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED

STRUCTURE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,

METHODS, SEQUENCES AND SAFETY PRECAUTIONS, INCLUDING BUT NOT LIMITED TO SHORING

AND TEMPORARY BRACING.

C. DIMENSIONS - USE WRITTEN DIMENSIONS ONLY. VERIFY ALL DIMENSIONS AT JOB SITE BEFORE

COMMENCING WORK AND REPORT ANY DISCREPANCIES. WHERE NO DIMENSIONS ARE

PROVIDED, OBTAIN CLARIFICATION PRIOR TO PROCEEDING WITH WORK. DO NOT SCALE

DRAWINGS.

D. COORDINATION - OPENINGS THROUGH WALLS AND FLOORS FOR MECHANICAL AND

ELECTRICAL SYSTEMS SHALL BE COORDINATED BY CONTRACTOR AND CONSTRUCTED PER

TYPICAL DETAILS SHOWN IN THESE DOCUMENTS. NO MECHANICAL OR ELECTRICAL SYSTEM

COMPONENTS SHALL BE EMBEDDED IN SLABS OR WALLS UNLESS SPECIFICALLY DETAILED IN

THESE DOCUMENTS.

E. OMISSIONS AND CONFLICTS - OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF

THE CONSTRUCTION DOCUMENTS SHOULD BE BROUGHT TO THE ATTENTION OF THE DESIGN

TEAM. IF CERTAIN FEATURES ARE NOT FULLY DELINEATED IN THE CONSTRUCTION DOCUMENTS, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS

THAT ARE DELINEATED.

F. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL AND MECHANICAL

DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS

INTO THEIR SHOP DRAWINGS AND WORK.

G. THERE SHALL BE NO CHANGE IN SIZE OR DIMENSION OF A STRUCTURAL MEMBER, NOR SHALL

ANY OPENINGS BE MADE IN ANY STRUCTURAL MEMBER, WITHOUT THE WRITTEN APPROVAL OF

THE ENGINEER.

H. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOAD

IMPOSED UPON THE STRUCTURE. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN

CAPACITY OF THE STRUCTURE AT THE TIME THE LOADS ARE IMPOSED.

I. THE CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING OF ANY DEVIATION FROM THE

CONTRACT DOCUMENTS.

J. SEE DRAWINGS OTHER THAN STRUCTURAL FOR: TYPES OF FLOOR FINISH AND THEIR

LOCATION, DEPRESSIONS IN FLOOR SLABS, OPENINGS IN WALLS AND FLOORS REQUIRED BY

ARCHITECTURAL AND MECHANICAL FEATURES, AND ROADWAY PAVING, WALKS, RAMPS,

STAIRS, CURBS, ETC.

K. TYPICAL DETAILS - DETAILS NOTED AS TYPICAL ARE APPLICABLE WHERE SPECIFIED ON

THE STRUCTURAL DRAWINGS AND WHEREVER THE CONDITION OCCURS THROUGHOUT THE

PROJECT, INCLUDING LOCATIONS WHERE THE DETAIL IS NOT EXPLICITLY SPECIFIED OR

REFERENCED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY LOCATIONS

WHERE TYPICAL DETAILS ARE APPLICABLE PRIOR TO CONSTRUCTION.

· EXISTING CONSTRUCTION/ CONDITIONS:

A. SHORING: THE CONTRACTOR SHALL PROVIDE SHORING WHEREVER NECESSARY TO ALLOW

INSTALLATION OF THE WORK. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE

DESIGN, INSTALLATION AND MAINTENANCE OF ALL SHORING AND TEMPORARY WORK

REQUIRED THROUGHOUT THE PROGRESS OF THE WORK.

B. EXISTING CONSTRUCTION: EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS WAS OBTAINED

FROM LIMITED VISUAL OBSERVATIONS. THE CONTRACTOR SHALL VERIFY ALL EXISTING

CONDITIONS AND SHALL NOTIFY THE STRUCTURAL ENGINEER OF RECORD OF ALL EXCEPTIONS

AND RECEIVE DIRECTION PRIOR TO PROCEEDING WITH THE WORK IN QUESTION.

C. DEMOLITION: THE REMOVAL, CUTTING, DRILLING. ETC. OF EXISTING WORK SHALL BE

PERFORMED WITH GREAT CARE AND WITH APPROPRIATE TOOLS IN ORDER TO NOT

JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING. SEE ARCHITECTURAL DRAWINGS

FOR REQUIRED DEMOLITION.

· DESIGN BASIS

A. APPLICABLE CODE: INTERNATIONAL BUILDING CODE (IBC), 2021 EDITION, H-18-8

SEISMIC DESIGN REQUIREMENTS AND PG 18-10 STRUCTURAL DESIGN MANUAL.

B. LATERAL LOADS PER ASCE 7-22

1. DESIGN SEISMIC CRITERIA:

SDS = 1.52g FP= = 0.684 Wp

· EXPANSION ANCHORS (HILTI)

A. EXPANSION BOLTS SHALL BE HILTI KWIK-BOLT TZ2-CARBON STEEL ANCHOR (ESR-4266) OR

EQUAL PRODUCT. ALTERNATE PRODUCTS MUST BE SUBMITTED TO E.O.R. FOR SUBSTITUTION

PRIOR TO INSTALLATION PER SPECIFICATIONS.

B. INSTALLATION: INSTALL THE EXPANSION ANCHORS IN ACCORDANCE WITH THE REQUIREMENTS

GIVEN IN MANUFACTURER'S RECOMMENDATIONS FOR THE SPECIFIC ANCHOR. CONTRACTOR

TO NOTIFY E.O.R. OF ANY ANCHOR/ DOWEL LOCATIONS TO BE REPAIR. E.O.R. TO REVIEW AND

APPROVE ANCHORAGE LOCATIONS PRIOR TO THE EXPANSION ANCHORAGE INSTALLATION.

C. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 1704 OF THE IBC.

D. WHEN EXPANSION ANCHORS ARE USED FOR SILL PLATE BOLTING AWAY FROM THE EDGE, 10%

OF THE ANCHORS SHALL BE TENSION TESTED. FOR ALL OTHER STRUCTURAL APPLICATIONS,

ALL SUCH EXPANSION ANCHOR SHALL BE TENSION TESTED. WHEN EXPANSION ANCHORS ARE

USED FOR NON-STRUCTURAL APPLICATIONS, 50% OF ANCHORS SHALL BE TENSION TESTED. IF

ANY ANCHOR FAILS TESTING, TEST ALL ANCHORS OF THE SAME TYPE NOT PREVIOUSLY

TESTED UNTIL 20 CONSECUTIVE ANCHORS PASS.

E. CONCRETE AT TIME OF INSTALLATION SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF

2,500 PSI AND SHALL HAVE A MINIMUM AGE OF 21 DAYS

* FOR SINGLE ANCHORS WITH NO EDGE DISTANCE OR SPACING REDUCTION.

FOR OTHER CASES, REDUCTION OF VALUES CALCULATED PER ACI 318 IS REQUIRED.

** TENSION TEST VALUES ONLY AND CORRESPOND WITH 1.25x MAXIMUM LRFD CONCRETE

STRENGTH IN TENSION

*** OPTIONAL TORQUE TESTS ARE BASED ON THE MANUFACTURERS MAXIMUM INSTALLATION

TORQUE AND IBC 1910A.5.4.2 AND SHALL BE PERFORMED WITH A CALIBRATED TORQUE

WRENCH AND SHALL ATTAIN THE SPECIFIED TORQUE WITH 1/2 TURN OF THE NUT PER

IBC 1910A.5.5.2.

VERIFY MINIMUM EXISTING CONCRETE STRENGTH IN FIELD. MIN.

f'c = 4000 PSI (LIGHT WEIGHT CONCRETE) *

DIA.

MIN.

EMBED

MIN.

HOLE

DEPTH

MIN. EDGE

DISTANCE

MIN.

SPACING

TENSION TEST

VALUE **

3/8" 2 1/2" 2 3/4" 2 1/2" 2 1/4" 3,452#

5/8" 3 1/4" 3 3/4" 4 1/2" 4 1/2" 4,921#

· SPECIAL INSPECTIONS

SPECIAL INSPECTIONS AND TESTING WILL BE PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, THE ATTACHED "STATEMENT OF SPECIAL INSPECTION" AND IBC SECTIONS 1704, 1705.

EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A SEISMIC FORCE RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM OR A SEISMIC RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE COR AND THE

VA PRIOR TO THE COMMENCEMENT OF THE WORK ON THE SYSTEM OR COMPONENT. THE

CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE FOLLOWING:

1. ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE

STATEMENT OF SPECIAL INSPECTIONS.

2. ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH

THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL.

3. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE

METHOD AND FREQUENCY OF REPORTING AND THE DISTRIBUTION OF THE REPORTS.

4. IDENTIFICATION AND QUALIFICATION OF THE PERSON(S) EXERCISING SUCH CONTROL AND

THEIR POSITION(S) IN THE ORGANIZATION.

STATEMENT OF SPECIAL INSPECTIONS

THIS STATEMENT OF SPECIAL INSPECTION IS SUBMITTED IN FULFILLMENT OF THE REQUIREMENTS OF IBC

SECTIONS 1704.3. THE FOLLOWING ATTACHMENTS SUMMARIZE THE SPECIAL INSPECTIONS AND

STRUCTURAL TESTS REQUIRED FOR THIS PROJECT.

THESE REQUIREMENTS HAVE ALSO BEEN MADE PART OF THE APPROVED PLANS.

THE VA RECOGNIZES HIS OR HER OBLIGATION TO ENSURE THAT THE CONSTRUCTION COMPLIES WITH THE APPROVED PERMIT DOCUMENTS AND TO IMPLEMENT THIS PROGRAM OF SPECIAL INSPECTIONS. IN PARTIAL FULFILLMENT OF THESE OBLIGATIONS, THE VA WILL RETAIN AND DIRECTLY PAY FOR THE

SPECIAL INSPECTIONS AS REQUIRED IN IBC SECTION 1704.2

SPECIAL INSPECTORS WILL REFER TO THE APPROVED PLANS AND SPECIFICATIONS, THE ABOVE REFERENCED SCHEDULES, AND THE RELEVANT IBC SECTIONS FOR DETAILED SPECIAL INSPECTION REQUIREMENTS. ANY ADDITIONAL TESTS AND INSPECTIONS REQUIRED BY THE APPROVED PLANS AND

SPECIFICATIONS WILL ALSO BE PERFORMED.

INTERIM INSPECTION REPORTS SHALL BE SUBMITTED TO THE COR IN ACCORDANCE WITH IBC SECTION

1704.2.4. A FINAL REPORT OF SPECIAL INSPECTIONS DOCUMENTING REQUIRED SPECIAL INSPECTIONS, TESTING, AND CORRECTION OF ANY DEFICIENCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED

PRIOR TO ISSUANCE OF A CERTIFICATE OF USE AND OCCUPANCY.

THIS PLAN HAS BEEN DEVELOPED WITH THE UNDERSTANDING THAT THE COR WILL:

· REVIEW AND APPROVE THE QUALIFICATIONS OF THE SPECIAL INSPECTORS

PERFORMING THE INSPECTIONS

· MONITOR SPECIAL INSPECTION ACTIVITIES TO ASSURE COMPLIANCE WITH PROJECT REQUIREMENTS

· REVIEW SUBMITTED INSPECTION REPORTS

· PERFORM INSPECTION

WIND + SEISMIC REQUIREMENTS (IBC SECTION 1704.3.2 & 1704.3.3)

THE STATEMENT OF SPECIAL INSPECTIONS SHALL IDENTIFY THE SEISMIC AND WIND FORCE LATERAL RESISTING SYSTEMS THAT ARE SUBJECT TO SPECIAL INSPECTIONS PER IBC SECTIONS 1705.12 OR

1705.13 AND 1705.11

SCHEDULE OF SPECIAL INSPECTIONS

INSPECTION FREQUENCY

C - CONTINUOUS INSPECTION

P - PERIODIC INSPECTION

X - DENOTES INSPECTION THAT IS EITHER ONE-TIME OR AT A FREQUENCY DEFINED IN SOME

OTHER MANNER

N - INSPECTION IS NOT REQUIRED

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STRUCTURAL

GENERAL NOTES

ABBREVIATIONS

& AND

@ AT

A.B. ANCHOR BOLT

ADD'L. ADDITIONAL

ARCH. ARCHITECTURAL

BLDG. BUILDING

BM. BEAM

B.O.C. BOTTOM OF CONCRETE

BOT. BOTTOM

{ CENTER LINE

CANT. CANTILEVER

CLR. CLEAR

COL. COLUMN

CONC. CONCRETE

CONN. CONNECTION

CONT. CONTINUOUS

CTR. CENTER

DBL DOUBLE

DET. DETAIL

DIA. DIAMETER

DO DITTO

DWG. DRAWINGS

E EAST

(E) EXISTING

EA. EACH

E.F. EACH FACE

E.J. EXPANSION JOINT

EL. ELEVATION

E.W. EACH WAY

EXP. EXPANSION

EXT. EXTERIOR

FDN. FOUNDATION

FIN. FINISH

F.F. FINISH FLOOR

F.G. FINISHED GRADE

FLR. FLOOR

F.O.C. FACE OF CONCRETE

F.R.T. FIRE RETARDANT TREATED

F.S. FAR SIDE

FTG. FOOTING

GA. GAUGE

GB GRADE BEAM

G.C. GENERAL CONTRACTOR

HCA HEADED CONC. ANCHOR

(STUD)

HD HOLDOWN

HDR HEADER

HGR. HANGER

HORIZ. HORIZONTAL

HT. HEIGHT

H.S. HIGH STRENGTH

H.S.B. HIGH STRENGTH BOLTS

HSS HOLLOW STEEL SECTION

HSSH HORIZONTAL SHORT

SLOTTED HOLES

IBC INTERNATIONAL BUILDING

CODE

INT. INTERIOR

LLH LONG LEG HORIZ.

LLV LONG LEG VERT.

LSH LONG SLOTTED HOLE

LONG. LONGITUDINAL

L.V.F. LOW-VELOCITY FASTENER

MAX. MAXIMUM

MECH. MECHANICAL

MANUF. MANUFACTURER

M.B. MACHINE BOLTS

MIN. MINIMUM

MISC. MISCELLANEOUS

MTL. METAL

N NORTH

(N) NEW

NO. NUMBER

N.S. NEAR SIDE

N.T.S. NOT TO SCALE

O.C. ON CENTER

OPG. OPENING

OPP. OPPOSITE

O.H. OPPOSITE HAND

} PLATE

PERP. PERPENDICULAR

R.C.J. ROUGHENED

CONSTRUCTION JOINT

REINF. REINFORCEMENT

REQD. REQUIRED

S SOUTH

S.A.D. SEE ARCHITECTURAL

DRAWINGS

S.C. SLIP CRITICAL

S.C.D. SEE CIVIL DRAWINGS

SCHED. SCHEDULE

SDS SELF-DRIVING SCREW

SIM. SIMILAR

S.J. SEISMIC JOINT

SYSTEM

S.M.D. SEE MECHANICAL

DRAWINGS

SMS SHEET METAL SCREW

S.O.G. SLAB-ON-GRADE

SPEC. SPECIFICATION

SQ. SQUARE

S.S. STAINLESS STEEL

STD. STANDARD

SSH SHORT SLOTTED HOLE

SYM. SYMMETRICAL

S.W. STUD WIDTH

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TD TIEDOWN

T.O.C. TOP OF CONCRETE

T.O.F. TOP OF FOOTING

T.O.S. TOP OF STEEL FRAMING

T.O.P. TOP OF PLATE/ TOP OF

PARAPET

TRANS. TRANSVERSE

TYP. TYPICAL

U.O.N. UNLESS OTHERWISE NOTED

U.T. ULTRASONIC TESTING

VERT. VERTICAL

V.I.F. VERIFY IN FIELD

W WEST

W/ WITH

WF WIDE FLANGE

W.H.S. WELDED HEADED STUD

W.J. WALL JOINT

W/O WITHOUT

W.P. WORK POINT

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© COPYRIGHT UNAUTHORIZED REPRODUCTION, USE OR

DISTRIBUTION OF ANY MATERIALS HEREIN WITHOUT THE

WRITTEN PERMISSION OF HOHBACH-LEWIN, INC. VIOLATES

THE COPYRIGHT LAWS OF THE UNITED STATES.

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07-29-24 SUBMITTAL SET

OPTIONAL

TORQUE TEST

(ft-lb) *** CS

· CONCRETE CONSTRUCTION PER IBC 1705.3

TABLE 1705.3 CONCRETE

ITEM FREQ. NOTES

1. INSPECT ANCHORS POST-INSTALLED IN

HARDENED CONCRETE MEMBERS

A. MECHANICAL ANCHORS P/C ACI 318: 26.7.2 INSPECTION SHALL

BE PERIODIC OR CONTINUOUS AS

SPECIFIED BY MANUFACTURER OR

WHERE STATED ELSEWHERE IN

DRAWINGS

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(E) W18x71

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W x

(E

W x

(E

W x

(E

W x

(E

W x

(E) W8x18

(E) W8x18

(E) 5 1/2" 4000 PSI L.W.C. FILL

OVER 2" METAL DECK W/ WELDED

WIRE MESH AT ±6" O.C., E.W.

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A L L

(N) PHARMACY ROBOT,

CONFIRM LOCATION W/

MFR. DWGS., SEE ANCHOR

SCHEDULE 1/S500 FOR

ANCHORAGE BY ROBOT

SUBASSEMBLY COMPONENT

PARTIAL FIRST FLOOR FRAMING PLAN

1/4"=1'-0"

1'-6"

(E) 10" CONC. SLAB

1/

/8

13'-4 5/8"

STORAGE MODULE

USER MODULE

CART MODULE

AUTOPACKER MODULE

STORAGE MODULE

LINEAR RAIL

F

G

H

XR2 ROBOT CLEARANCE PLAN

1/4"=1'-0"

2'-0"

4'-0"

FRAMING PLAN NOTES:

1. FOR STRUCTURAL GENERAL NOTES, SEE SHEETS S100.

2. FOR STRUCTURAL ANCHORAGE SCHEDULE AND DETAILS, SEE SHEETS S500.

3. UNIT AND SUBASSEMBLY LOCATIONS ARE BASED ON THE MANUFACTURER PLAN DATED JUNE 11 2024. UNIT WEIGHTS ARE TAKEN AS THE GREATER OF VALUES FOUND IN THE MANUFACTURER PLAN

DATED JUNE 11 2024 AND XR2 CUSTOMER READINESS GUIDE CG-01258 REV-E.

CLEARANCE PLAN NOTES:

1. CLEARANCES AND UNIT LOCATION BELOW ARE BASED ON THE

MANUFACTURER PLAN DATED JUNE 11 2024.

(N) DOUBLE HEIGHT

EXTERNAL STORAGE RACKS

YUYAMA PACKAGER

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PARTIAL 1ST FLOOR

FRAMING PLAN

07-29-24 SUBMITTAL SET

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(3) SECTIONS WITH (12)

ANCHORS PER SECTION

1/2" DIA. ANCHOR HOLES,

PROVIDE ANCHORAGE PER

SCHEDULE 1/- (36 LOCATIONS)

1595 LB MAX.

(INCLUDING ROBOT AND

ONE SECTION OF RAIL)

LINEAR RAIL ANCHOR LAYOUT

3/8"=1'-0"

5'-6"

1' -9

/8

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ANCHOR DETAILS

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710 4 1

25811

12 9 6 3

V .I.

F

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V .I.

F

EXPANSION ANCHOR, SEE SCHEDULE 1/-

(E) FINISH, PATCH AS REQ'D

(E) CONC. OVER METAL DECK PER PLANA

EMBED

SEE 1/-

V .I.

F

/2

V .I.

F

(E) FINISH, PATCH AS REQ'D

B

(N) 3/8"x18"18" 36 ksi STEEL }

(E) CONC. OVER METAL DECK PER PLAN

2"x1 1/2"1 1/2" MIN., TYP.

THRU BOLT ANCHOR DETAIL

1"=1'-0"

ANCHOR SCHEDULE

3/4" DIA. ANCHOR HOLES,

PROVIDE ANCHORAGE PER

SCHEDULE 1/- (16 LOCATIONS

PER STORAGE MODULE)

STORAGE MODULE

2160 LB MAX. WEIGHT

LEVELING FOOT (4 LOCATIONS)

LEVELING FOOT W/ 11/16" DIA.

ANCHOR HOLE, PROVIDE

ANCHORAGE PER SCHEDULE 1/-

(4 LOCATIONS)

AUTOPACKER MODULE

1732 LB MAX. WEIGHT

(INCLUDING ACCESS FRAME)

ACCESS FRAME

250 LB MAX. WEIGHT

LEVELING FOOT (3 LOCATIONS)

STORAGE MODULE ANCHOR LAYOUT

1"=1'-0"

AUTOPACKER MODULE ANCHOR LAYOUT

1"=1'-0"

CART MODULE ANCHOR LAYOUT

1"=1'-0"

5/8" DIA. ANCHOR HOLES,

PROVIDE ANCHORAGE PER

SCHEDULE 1/- (4 LOCATIONS)

LEVELING FOOT (4 LOCATIONS)

AT INTERIOR SLOTTED ANCHOR

HOLES PROVIDE MANUF.

RECOMMENDED KWIK

ANCHORS (4 LOCATIONS)

CART MODULE

1015 LB MAX. WEIGHT

(4) (N) 1/2" DIA. 36KSI THRU BOLT,

SEE SCHEDULE 1/-

PATCH (E) FIREPROOFING AS REQ'D

1'-7 3/8"

LEVELING FOOT W/ 3/8" DIA.

ANCHOR HOLE, PROVIDE

ANCHORAGE ER SCHEDULE

1/- (4 LOCATIONS)

USER MODULE

648 LB MAX. WEIGHT

1' -7

/4

USER MODULE ANCHOR LAYOUT

1"=1'-0"

2'-0 3/4"

/1

4'-3"

1' -1

/2

2'-0 3/4"

7"

1' -2

/8

3/4" DIA. ANCHOR HOLE,

PROVIDE ANCHORAGE PER

SCHEDULE 1/- (2 LOCATIONS)

07-29-24 SUBMITTAL SET

EXTERNAL STORAGE RACKS ANCHOR LAYOUT

1"=1'-0"

YUYAMA PACKAGER ANCHOR LAYOUT

1"=1'-0"

SUBASSEMBLY COMPONENT

QUANTITY IN

ASSEMBLY

ANCHOR1,2,3 DETAIL

CART MODULE 1

PROVIDE (4) 3/8" DIA KWIK BOLT W/ 3"

EMBED & (4) ANCHORS PER MAUFACTURER

DRAWINGS.

2A/- & 3/-

USER MODULE 1

PROVIDE (4) 3/8" DIA KWIK BOLT W/ 3"

EMBED

2A/- & 4/-

STORAGE MODULE 4

PROVIDE (16) 1/2" DIA. THRU BOLT

(64 TOTAL)

2B/- & 5/-

LINEAR RAIL 3

PROVIDE (12) 3/8" DIA KWIK BOLT W/3"

EMBED (36 TOTAL)

2A/- & 6/-

AUTOPACKAGER MODULE 1

PROVIDE (6) 5/8" DIA KWIK BOLT W/3.25"

EMBED

2A/- & 7/-

1 PRIOR TO DRILLING CONFIRM THERE IS A MINIMUM X" GAP BETWEEN NEW AND EXISTING HOLES WHERE X" IS 2 TIMES THE GREATER OF THE NEW AND EXISTING HOLES DIAMETERS. V.I.F. EXISTING HOLE LOCATIONS

AFTER REMOVAL OF EXISTING ROBOT.

2 WHERE ANCHORAGE IS NOT SPECIFIED, PROVIDE MANUF. RECOMMENDED KWIK ANCHORS.

3 ANCHORS WILL ATTACH DIRECTLY TO EQUIPMENT AT MANUFACTURER PROVIDED ANCHOR HOLES U.N.O.

UNIT NAME

QUANTITY

OF UNIT

ANCHOR1,2 DETAIL

DOUBLE HEIGHT EXTERNAL

STORAGE RACK

PROVIDE (4) 3/8" DIA KWIK BOLT W/ 3"

EMBED

2A/- & 8/-

YUYAMA PACKAGER 1

PROVIDE (4) 3/8" DIA KWIK BOLT W/ 3"

EMBED

2A/- & 9/-

PROVIDE NUT AT EACH THRU BOLT

YUYAMA PACKAGER

1930 LB MAX. WEIGHT

A PLAN

B

L4x4x1/4 EACH CORNER

EXPANSION ANCHOR, SEE SCHEDULE 1/- & 2A/-

(2) #10 SMS AT EACH CORNER (8 TOTAL)

YUYAMA PACKAGER

(E) FINISH & CONC. OVER METAL DECK SEE DET. 2A/-

B TYP

T Y P

9"

DOUBLE HEIGHT EXTERNAL

STORAGE RACK

489 LB MAX. WEIGHT

A PLAN

B

L4x4x1/4 EACH CORNER

EXPANSION ANCHOR, SEE SCHEDULE 1/- & 2A/-

(2) #10 SMS AT EACH CORNER (8 TOTAL EACH RACK)

DOUBLE HEIGHT EXTERNAL STORAGE RACK

(E) FINISH & CONC. OVER METAL DECK SEE DET. 2A/-

B TYP

T Y P

1' -6

2'-8"

4'-7"

PROVIDE L4x4 SEE AND

ANCHORAGE PER SCHEDULE 1/-

(4 LOCATIONS PER RACK)

B

PROVIDE L4x4 SEE AND

ANCHORAGE PER SCHEDULE 1/-

(4 LOCATIONS)

B

L

ANO

N I

G N

R E

R

A L

IA

E

E

ISSEFOR

P

D

C T

S

T R U

R E

T

SI

E R

S

G

T

E

U

R O

LCA I

ET

OF F

A N

S 3131

SAL

U O

D

C A

B

HOHC.