S05 RFI ANSWERS.pdf

May 21, 2021

VA Brooklyn Healthcare System

800 Poly Place

Brooklyn, NY 11209

Attn.: Avin Kannadan, Project Engineer

RE: Design Nuclear Medicine Spect-Ct Site Prep VA Brooklyn

VA Project No. 630A4-20-424

FE Project No. 20-176

Dear Avin:

In response to your RFIs, please see our responses in red below.

Project #630A4-20-424 Nuclear Medicine SPECT CT Site Prep – RFI’s

1) According to the drawing 1-AS-100/1, scope of work are only countertops in rooms 510a & 508a.

Drawing 1-AS-600 Finish Schedule shows that there are Plastic Laminate cabinets and casework.

Please confirm the scope of the work for finish carpentry.

Response: The new counters are shown on 1-AS-100. The finish schedule provides plastic laminate selection finish selections for any additional items added to the project or if the contractor intends to provide new casework where it is noted for the existing casework to be removed and reinstalled after lead shielding installation is complete instead of modifying the existing casework.

2) In the spec book table of content is missing. Please provide the same.

See attached.

3) Please advise if electronic submission of bid is acceptable (by email) or bid has to be mailed.

Response: In person or mailed bid. Recommended in person to avoid delays in the mail room.

4) As there are patients on the second floor and 1st floor too, our experience is that most of the work must be done on weekends and afterhours. Please confirm as it will have big impact on our labor cost/productivity, especially demolition, concrete and steel work.

Response: Directly below on the 1st floor is HR, who have been working from home. Other than major disruptions most work can be done during normal hours.

5) There is an extensive spec section 10 45 00 for Quality Control work, para 3.4 states for the personnel requirements. Please clarify if our site supervisor can concurrently perform the duties of all these listed CQC personnel or contractor must hire a separate full time individual to perform these duties? Please clarify in detail as this will have impact on our bid offer.

Response: A qualified competent supervisor could perform this work.

DESIGN NUCLEAR MEDICINE SPECT-CT SITE PREP VA BROOKLYN

VA PROJECT NO. 630A4-20-424

FE PROJECT NO. 20-176

6) Spec sec 10 45 29 is for testing laboratory services, also drawing 1-S-200 has extensive requirements for special inspections. Please confirm that all the testing and inspection required for the project is contractor’s responsibility and contractor must hire an 3rd party firm to perform this work.

Response: There is no spec section 10 45 29. Contractor shall hire a third party firm for all structural inspections.

7) Spec section 01 91 00 para 1.10A states that contractor shall assign a commissioning agent. Usually a third-party commissioning agent is hired by VA and not the contractor. Please advise if its VA or contractors’ responsibility to hire a third-party commissioning agent.

Response: Contractor’s responsibility for this project to hire 3rd party commission agent.

8) Drawing 1-PH-100 note states “contractor to provide and be responsible for two crane mobilizations.” We have following questions:

a) Is it contractor’s responsibility to provide crane and labor to remove the existing CT equipment?

If yes, then please provide the approx. weight of existing CT equipment so that contractor can determine the size of the crane.

Response: Contractor is responsible for removal of the gantries. Existing gantries are lighter than those shown on Dwg. C1-A2.

b) Is it contractor’s responsibility to provide the crane, rig and install the new CT equipment? Usually the rigging and installation is done by the CT equipment manufacturer. Please clarify. Also, if it is contractor’s responsibility to provide the crane, rigging and installation of the new CT equipment then please inform the weight of new CT equipment to determine the crane size.

Response: Contractor is responsible for craning, and rigging in the new gantries. Final rigging and final connections by G.E. See Dwg. C1-A2 for gantry weights.

c) Based on the drawings 1-ASD-100 and 1-AS-100 looks like there are ( 2 ) existing CT equipment’s and two ( 2 ) new CT equipment’s. Please confirm.

Response: Correct.

9) Drawings indicates lead shielding in floors, ceilings, doors and windows. But it does not state if the existing east and west walls of rooms 508 and 510 receive any lead shielding. Please advise.

Response: The existing east and west walls already have lead shielding.

10) Please confirm that the new patient lift systems are to be provided and installed by the contractor.

Response: Yes, the Patient lift systems are to be provided and installed under the responsibility of the contractor. See attached Drawing to replace the drawing originally provided in specification section 11 73 00, Contractor will be responsible for providing signed and sealed drawings and calculations for the Patient Lift system during submittal phase.

11) Please refer to dwg 1-AS-102, in the equipment schedule there is a column for ACQ/INS which says VV, CC, CF, please provide the full forms for these abbreviations. Kindly clarify if CF stands for ‘contractor furnished’ as there are many major equipment’s in the schedule which says CF, usually all these equipment’s which are listed as CF are furnished and installed by the CT equipment manufacturer. But if in case VA wants contractor to furnish and install all this equipment which says CF then please provide a detailed specification for each of this equipment and also specify basis of design or the manufacturer name.

Response: The abbreviations are as follows: VV is VA provided and VA installed; CC is Contractor provided and Contractor installed; CF is Contractor to coordinate as required with specialty VA Contractor, VA Specialty contractor to provide equipment, Contractor to coordinate and assist in installation as noted on the Construction Documents.

FE PROJECT NO. 20-176

12) Please confirm VA will hire their own physicist for the inspection and survey of all the lead shielding work.

Response: Contractor to ensure with their own physicist to inspect site. Our physicist is just a secondary approval.

13) Dwg 1-AS-100 alteration note no.2 states contractor to provide and install all required structural steel, bolts, secondary supports, fasteners, Unistrut, etc. --- Please provide detailed drawing section for installation of all these for lead shielding work at ceilings, floor and wall.

Response: Contractor is responsible for providing signed and sealed Unistrut and Metal framing shop drawings for new lead lined gypsum board installation at ceiling to properly support the new gypsum board.

14) Arjo had planned on these lifts having a 440 lb. lifting capacity. The specification reads 550 lbs. we understood that the weight capacity was to be 440 lbs. due to the weight capacity of the CT tables.

Please advise.

Response: The lifts are 440 lb. lift capacity.

15) On the 2nd Floor Framing Reinforcement Plan that the “Patient Lift Column (By Arjo)” please clarify if that column was to be installed by others or contractor, not by Arjo. Please advise.

Response: Contractor to install metal stud gypsum board wrapped post (in concealed manner unless shown otherwise), Arjo to install new wall track/frame to face of gypsum board and anchor securely to metal stud post.

16) Please confirm there is no phasing required, work of both the rooms nos. 508 and 510 can be done at same time.

Response: 508 and 510 can be done at the same time.

17) As per Note-4 of 1-ES-101 light fixtures and switches to be relocated to accommodate pocket door, please provide details on how many light fixtures to be relocated?

Response: Inspect the site to determine the quantity and type of devices to be relocated.

18) As per the panel schedule PP2Q all circuits are existing to remain and reuse, however as per drawing 1-ES-101, equipment to be fed using circuit 2,4 and 6 of panel PP2Q-please advise?

Response: Poles 2, 4 & 6 are not being used.

19) Please provide locations of panels PP2N section-1, section-2 and Panel CE2A?

Response: PP2NN Sections 1 & 2 are across the hall.

20) As per panel Schedule PP2NN Section-2, AC#1 condensing unit, AC#2 condensing unit and AC#3 condensing unit to be fed from panel PP2NN. Please provide locations of “AC#1 condensing unit, AC#2 condensing unit and AC#3 condensing unit”? and also what is distance between panel PP2NN section-2 to AC#1 condensing unit, AC#2 condensing unit and AC#3 condensing unit.

Response: These are existing devices not new work.

21) Please confirm all work to be done in only “Building-1, 2nd floor east area” except running conduits and wires from 5th floor panel PP-5AC?

Response: And first floor east ceiling space and corridor 500 emergency panel.

22) Please provide specs on breakers to be installed in panel PP-5AC.

Response: Match existing manufacture, type and panel rating (AIC).

FE PROJECT NO. 20-176

23) Spec section 05 12 00 para 1.5 states AISC certified fabricator and installer is required. As this is a small interior renovation project can agency please waive off the AISC requirements.

Response: 2’ x 2’ hung ceiling. Yes waived.

24) From the spec book, Glass and Glazing: Section 08 80 00 is missing.

Response: The Control Room view windows and glass are specified under the Radiation Protection Specification Section 134900.

25) Dwg 1-ES-101 indicates work of conduits below the floor. Please inform what type of ceiling construction is in the floor below as contractor will have to remove and reinstall the existing ceiling on the floor below (1st floor).

Response: Lay in 2 x 2 acoustical ceiling.

26) Drawing C1-A2, customer site readiness requirement last note states ‘It is customer responsibility to contract a vibration consulting/engineer to implement site design modifications to meet GE vibration specifications.’, On the same drawing there are notes for the ‘Customer Responsibilities’ – Please clarify if customer means VA or the bidding contractor?

Response: V.A.

27) Drawing C1-A2 Radio Protection note states suitable radiological protection must be determined by a qualified radiological physicist… --- Please advise if VA will hire the physicist.

Response: A physicist designed the new shielding.

28) Drawings C1-A2/dwg 24 of 28 to E4-E5/dwg 28 of 28 indicates work for the new GE equipment.

Please confirm that all these dwgs are for contractor’s reference only and contractor is not responsible for any work shown on these dwgs, if in case there is any work which is contractor’s responsibility then please clarify in detail the scope of the work for contractor on these dwgs.

Response: They are a reference for coordination of new work.

29) As this is an existing CT equipment room there may be lead shielding or any other radioactive material present in the existing walls, floors, ceiling, etc. please confirm if all the demolition work can be performed by regular labors or contractor need to hire subcontractor who is licensed and specialize in demolition of radioactive materials. Also please confirm that all the demoed waste material can be disposed of as regular construction debris.

Response: The contractor shall remove and dispose of all waste and material to be removed under the contract as required and in compliance with all OSHA, EPA, New York State and New York City guidelines, regulations, codes and standards.

30) Dwg 1-ES-201 does not have any keyed notes. Please advise.

Response: Perform the work shown.

Sincerely, Dan Steinberg, P.E.

DSS/sb

Attachments

Nuclear Medicine Spect-CT Site Prep

VAMC, Brooklyn, NY

Project #630A4-20-424

11-01-20

00 01 10-1

DEPARTMENT OF VETERANS AFFAIRS

VHA MASTER SPECIFICATIONS

TABLE OF CONTENTS

Section 00 01 10

SECTION NO. DIVISION AND SECTION TITLES DATE

DIVISION 00 - SPECIAL SECTIONS

00 01 15 List of Drawing Sheets 05-20

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 General Requirements 03-20

01 33 23 Shop Drawings, Product Data, and Samples 05-17

01 35 26 Safety Requirements 07-20

01 42 19 Reference Standards 11-20

01 45 00 Quality Control 03-19

01 45 29 Testing Laboratory Services 11-18

01 74 19 Construction Waste Management 09-13

01 91 00 General Commissioning Requirements 10-15

DIVISION 02 – EXISTING CONDITIONS – NOT USED

DIVISION 03 – CONCRETE

03 30 00 Cast-in-Place Concrete

DIVISION 04 – MASONRY – NOT USED

DIVISION 05 – METALS

05 12 00 Structural Steel Framing 11-18

DIVISION 06 – WOOD, PLASTICS AND COMPOSITES

06 10 00 Rough Carpentry 10-17

06 20 00 Finish Carpentry 08-16

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 81 00 Applied Fireproofing 10-17

07 84 00 Firestopping 02-16

07 92 00 Joint Sealants 10-17

DIVISION 08 - OPENINGS

08 11 13 Hollow Metal Doors and Frames 08-16

08 14 00 Interior Wood Doors 02-16

Project #630A4-20-424

11-01-20

00 01 10-2

SECTION NO. DIVISION AND SECTION TITLES DATE

08 31 13 Access Doors and Frames 02-16

08 41 13 Aluminum-Framed Entrances and Storefronts 08-16

08 71 00 Door Hardware 04-20

DIVISION 09 – FINISHES

09 05 16 Subsurface Preparation for Floor Finishes 02-15

09 06 00 Schedule for Finishes 04-15

09 22 16 Non-Structural Metal Framing 06-18

09 29 00 Gypsum Board 04-20

09 51 00 Acoustical Ceilings 12-18

09 65 13 Resilient Base and Accessories 02-16

09 65 16 Resilient Sheet Flooring 05-18

09 91 00 Painting 01-16

DIVISION 10 – SPECIALTIES

10 21 23 Cubicle Curtain Tracks 05-15

10 26 00 Wall and Door Protection 10-15

DIVISION 11 – EQUIPMENT

11 73 00 Ceiling Mounted Patient Lift System 08-20

DIVISION 12 – FURNISHINGS

12 36 00 Countertops 12-18

DIVISION 13 - SPECIAL CONSTRUCTION

13 05 41 Seismic Restraint Requirements for Non-Structural

Components

01-14

13 49 00 Radiation Protection 02-16

DIVISION 14– CONVEYING EQUIPMENT – NOT USED

DIVISION 21- FIRE SUPPRESSION – NOT USED

DIVISION 22 – PLUMBING

22 05 11 Common Work Results for Plumbing 09-20

22 05 23 General-Duty Valves for Plumbing Piping 09-20

22 11 00 Facility Water Distribution 11-19

22 13 00 Facility Sanitary and Vent Piping 09-20

22 40 00 Plumbing Fixtures 09-15

22 62 00 Vacuum Systems for Laboratory and Healthcare Facilities 09-15

22 63 00 Gas Systems for Laboratory and Healthcare Facilities 09-15

Project #630A4-20-424

11-01-20

00 01 10-3

SECTION NO. DIVISION AND SECTION TITLES DATE

DIVISION 23 – HEATING, VENTILATING, AND AIR

CONDITIONING (HVAC)

23 05 11 Common Work Results for HVAC 02-20

23 05 41 Noise and Vibration Control for HVAC Piping and

Equipment

02-20

23 05 93 Testing, Adjusting, and Balancing for HVAC 02-20

23 05 93.01 DVA/USACE Projects Testing, Adjusting, and Balancing for HVAC

08-19

23 07 11 HVAC and Boiler Plant Insulation 02-20

23 31 00 HVAC Ducts and Casings 02-20

23 37 00 Air Outlets and Inlets 02-20

DIVISION 25 – INTEGRATED AUTOMATION

DIVISION 26 – ELECTRICAL

26 05 11 Requirements for Electrical Installations 01-16

26 05 19 Low-Voltage Electrical Power Conductors and Cables 01-17

26 05 26 Grounding and Bonding for Electrical Systems 01-17

26 05 33 Raceway and Boxes for Electrical Systems 01-18

26 05 36 Wireways for Radiology Equipment 01-18

26 05 39 Underfloor Raceways for Electrical Systems 01-18

26 05 73 Overcurrent Protective Device Coordination Study 01-18

26 08 00 Commissioning of Electrical Systems 11-16

26 09 23 Lighting Controls 01-18

26 24 16 Panelboards 01-18

26 27 26 Wiring Devices 01-18

26 29 21 Enclosed Switches and Circuit Breakers 01-17

26 43 13 Surge Protective Devices 01-17

26 51 00 Interior Lighting 01-18

26 55 71 Medical and Surgical Lighting Fixtures 01-18

DIVISION 27 – COMMUNICATIONS

27 05 11 Requirements for Communications Installations 09-19

27 05 26 Grounding and Bonding for Communications Systems 06-15

27 05 33 Raceways and Boxes for Communications Systems 10-18

27 08 00 Commissioning of Communications Systems 11-16

27 10 00 Control, Communication and Signal Wiring 06-15

27 11 00 Communications Equipment Room Fittings 06-15

27 15 00 Communications Structured Cabling 01-16

27 31 31 Voice Communications Switching and Routing Equipment -

Extension

06-15

27 52 23 Nurse Call and Code Blue Systems 10-18

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 05 00 Common Work Results for Electronic Safety and Security 04-18

Project #630A4-20-424

11-01-20

00 01 10-4

SECTION NO. DIVISION AND SECTION TITLES DATE

28 05 13 Conductors and Cables for Electronic Safety and

Security

10-18

28 05 26 Grounding and Bonding for Electronic Safety and

Security

09-11

28 05 28.33 Conduits and Backboxes for Electronic Safety and

Security

09-11

28 08 00 Commissioning of Electronic Safety and Security Systems 11-16

28 31 00 Fire Detection and Alarm 10-11

DIVISION 31 – EARTHWORK – NOT USED

DIVISION 32 – EXTERIOR IMPROVEMENTS – NOT USED

DIVISION 33 – UTILITIES – NOT USED

DIVISION 34 – TRANSPORTATION – NOT USED

DIVISION 48 – Electrical Power Generation – NOT USED

DISTRIBUTOR :

REPRESENTATIVE :

DATE (DD-MMM-YYYY) :

REFERENCE # : PAGE :

INSTALLATION DRAWING

1. The ceiling minimum structure capacity must be able to support the load specified on the installation drawing.

2. Electrical power source outlet already available by the facility at a maximum distance of 3 meters from charging station.

3. Any obstructions such as vents, pipes, lights and sprinklers that could possibly be in the path of the ceiling lifts to be removed or relocated by the facility prior to installation.

4. Modifications of door headers by the facility.

5. Arjo reserves the right to slightly modify the track layout if necessary.

6. See the "Agreed Conditions for the Installation of Ceiling Lifts" document included with this quote for important installation details.

7. Arjo will not be held responsible for any damages, inconvenience, resulting from hitting any non visible conduits during our installation process.

8. Signed drawings are required prior to ordering and installation of ceiling lifts. This signature of each drawings confirms agreement of all the conditions listed above.

IMPORTANT NOTES

MY SIGNATURE BELOW VERIFIES THAT I HAVE:

Reviewed all ____ pages, with a total quantity of ____ rooms, for the approbation of layout for each room and the approbation of structure for each room. I verify that the answers below are accurate to the best of my knowledge and I understand that the quote produced is dependent upon the conditions below as well as this full drawing set.

· Is a load dock available? YES NO

· Can facility accept shipment and store until install begins? YES NO

· Will a drop trailer be needed? YES NO

· Is parking available on site? Is there a fee involved? YES NO

· Are there any installation time frame limitations?

What are they? YES NO

· Is a level of infectious control required? YES NO

If YES, then what level ___________________________

CUSTOMER

APPROVAL: DATE:

REVISION(S) DATE(S) (D-M-Y)

VA BROOKLYN

QC-03282140

28-MAR-2021

ARJO

JACK SCHRADER

1 / 4

Rev1-un001629 30-MAR-2021

Legend

IV

(*) Symbol may vary depending of equipment type

Track

ServZone

Track with gate

X-Y Trolley (Suspended)

X-Y Trolley (Embedded)

Turntable (Auto/Manual)

Track with gate reverse

Wall post

Wall bracket

Wall post side

Track with service zone

Track with wall fixation

Track with T-junction

Exchanger

Swivel pole

IV track

Curtain track

Sprinkler

Smoke detector

Electrical outlet

Ceiling light

Ceiling vent

Access trap required

Existing access trap

Additional items

Motor/charger location

SPRINKLER SHIM

ECS-CSTAT

X-Y alim. type + options

H

H

106" OAL H140

ECS-ECS

5"X5" POST

LISTING OF ROOM NUMBER(S):

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA BROOKLYN

QC-03282140

28-MAR-2021

un001629 1/4" = 1'

2 / 4

440LB [200KG]

Rev1-un001629 30-MAR-2021

THIS LAYOUT HAS BEEN PREPARED WITH SUPPLIED DATA. NOTE: CUTTING OF RAILS ON SITE ONLY

WALLFIXATION

A

A=110"

AutoCAD SHX Text

BONE DENSITY

AutoCAD SHX Text

EQUIPMENT AREA

AutoCAD SHX Text

CLEAN LINEN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BONE DENSITY

AutoCAD SHX Text

CLEAN LINEN

AutoCAD SHX Text

AutoCAD SHX Text (41')

AutoCAD SHX Text 9-4-3

AutoCAD SHX Text 9-4-3

AutoCAD SHX Text 9-0-1

AutoCAD SHX Text 9-0-1

AutoCAD SHX Text 9-0-1

AutoCAD SHX Text 9-0-1

AutoCAD SHX Text 9-0-1

AutoCAD SHX Text 9-0-1

H

H

140"OAL H140

ECS-ECS

5"X5" POST

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA BROOKLYN

QC-03282140

28-MAR-2021

un001629 1/4" = 1'

3 / 4

440LB [200KG]

Rev1-un001629 30-MAR-2021

LISTING OF ROOM NUMBER(S):

THIS LAYOUT HAS BEEN PREPARED WITH SUPPLIED DATA. NOTE: CUTTING OF RAILS ON SITE ONLY

WALLFIXATION

A

A=110"

AutoCAD SHX Text

PATIENT

AutoCAD SHX Text

PATIENT

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

FE

AutoCAD SHX Text

AutoCAD SHX Text

PATIENT

AutoCAD SHX Text

PATIENT

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

FE

AutoCAD SHX Text (41')

AutoCAD SHX Text 9-4-3

AutoCAD SHX Text 9-4-3

AutoCAD SHX Text 9-0-1

AutoCAD SHX Text 9-0-1

AutoCAD SHX Text 9-0-1

AutoCAD SHX Text 9-0-1

AutoCAD SHX Text 9-0-1

AutoCAD SHX Text 9-0-1

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA BROOKLYN

QC-03282140

28-MAR-2021

un001629 1/4" = 1'

4 / 4

440LB [200KG]

Rev1-un001629 30-MAR-2021

THIS LAYOUT HAS BEEN PREPARED WITH SUPPLIED DATA. NOTE: CUTTING OF RAILS ON SITE ONLY

NOTES:

2. USE A RECOGNIZED INSTALLATION METHOD FOR EXPANDABLE "MOLLY" ANCHORS TYPE

3. MAX. TORQUE 10in - lb (1,13N.m.)

4. DRYWALL DAMAGE MAY OCCUR IF OVER TORQUE

5. STANDARD METHOD FOR SYMMETRICAL INSTALLATION ONLY (TWO OR MORE WALL POSTS)

6. ITEMS 1 TO 5 ARE INCLUDED IN KIT 700.12900 / 700.12910.

7. REFER TO MANUAL 001.12900.EN FOR ASSEMBLY INSTRUCTIONS FOR KIT 700.12900.

8. REFER TO MANUAL 001.12910.EN FOR ASSEMBLY INSTRUCTIONS FOR KIT 700.12910.

1 3 2

SEE NOTE 6 & 7

VOIR NOTE 6 & 7

FLOOR - PLANCHER

m i n

VUE DU DESSUS - TOP VIEW

VUE DE CÔTÉ - SIDE VIEW

SEE NOTE 7 & 8

VOIR NOTE 7 & 8

IMPERIAL STANDARD METHOD

6* WALL POST 3M KWIKTRAK 1

5 200.12950 PVC STRIP GRAY * 1

4 200.12900 WALL POST EXTRUSION * 1

3 000.03450 FLAT WASHER M6 (25 OD), ZINC PLATED STEEL * 9

2 000.03235 SCREW M6 X 80 HEX ZINC * 9

1 000.00660 GYPSUM ANCHOR M6 * 9

Item P/N Imperial Description (EN) Kit Qty

700.129XX

WALL POST KWIKTRAK MUST BE

IN CONTACT WITH THE FLOOR

IF THE WALL POST KWIKTRAK ALIGNS

ANYWHERE WITH A STUD IN THE WALL, ADD A

1/2" SELF-TAPPING SCREW AT THAT LOCATION

NOTE: