36E77619B0019-0002002.pdf

San Diego Water Leak Damage Remediation – 3rd Floor

36E77619B0019

Technical Questions Tracker

9/4/2019

1) Please provide a Haz Mat report for areas where work might occur.

a. See attached report.

2) In reviewing the plumbing drawings, I see that they show the sanitary waste piping as being run on the third floor. See drawings PS101, PS102, PS103, PS104.

Should the piping really be installed in the 2nd floor interstitial space?

If YES, will the abatement be done to make the space safe for plumbers?

A: Sanitary waste piping is shown on the floor plans showing the fixtures. This piping must be sloped in the direction of flow therefore the majority of this piping must be installed below the 3rd floor or in the 2nd floor interstitial space. The 2nd floor interstitial space is a hazardous area and requires appropriate PPE including but not limited to respirators.

D.Harper 2019 Sept 4th, 9/11/2019

A. Please provide a mfg/model number or specification for the patient head walls. Amico is the basis of design, In the Hemodialysis areas, the Futurus wall panel system was the basis of design

B. Arjo is listed as the basis of design for the patient lifts. Which Arjo patient lift is the basis of design? They have several to offer. Maxi sky 2, Attached are the cut sheets of the basis of design for the patient lift system. These drawings serve as the San Diego VAMC facility standard.

Michael Degnan 2019, 9/13

C. What is the maximum weight capacity the lift needs to be? 600 lbs for patient and 750 lbs min.

structure capacity, Michael Degnan 2019, 9/13

D. Please provide a mfg/model for the following CF/CI items listed on AI001:

a. #20 Equipment Rails, Hospital Systems Inc. HIS “F” Type Eclipse Horizontal Equipment Rail

b. #36 Monitor, OFCI

c. #44 Wall Mounted Scale, Stow-A-Weigh Model: 6202

d. #95 Wall Mounted Monitor, OFCI

e. #103 Peerless Ceiling Mounted Hanger for TV, see RFI response to # 4 dated 2019, 9/10. Telehook, Flat screen ceiling mount / Tilt TH-3070-CTLW/CTSW. Michael Degnan 2019, 9/13

E. Is this project sales tax exempt? No, this is not exempt of sales tax. Contractors are required to pay sales and excise tax. Offerors shall include all applicable taxes in accordance with FAR By Reference Clause 52.229-3 “Federal, State and Local Taxes.”

F. Where will the designated laydown & parking area be for workers accessing the construction site? Parking on site will be on a first come first served basis. Parking will be behind the hospital by the North loading dock. Contractors to use Service Elevator P- 3 and/or Elevators S-1, S-3, S-4. Loading and unloading to be done from the Loading Bay directly to the elevators. Contractors to protect tile flooring in front of elevators and keep elevators clean. All deliveries to be done prior to 7:30 AM and construction waste after 4:30 pm. VA will provide an office for the contractor that will be near the project, laydown yards are limited, dumpsters will be provided for general trash, Haz Mat debris to be followed in the specs. Michael Degnan 2019, 9/13

G. Will the government accept the use of the industry leading Procore Project Management software as the primary submittal and data tracking tool for this project? Yes, Michael Degnan 2019, 9/13

H. During construction in an area where the ceilings or fire suppression system will be disrupted, will NFPA 241 apply? Yes, Michael Degnan 2019, 9/13

I. Will the government require additional security measures beyond NFPA code such as fire watch, temporary fire alarms, adjustments to sprinkler heads, etc.

All requirements of the NFPA code (including but not limited to NFPA 101, 13, 25, 72, 241 & 99) will be expected to be followed at all times including the use of fire watches, temporary fire alarms, sprinkler head adjustments, barrier walls, egress paths, daily egress checks, etc.

When a fire protection system (sprinkler) is out of service for more than 10 hours in a 24 hour period or a fire alarm system is out of service for more than 8 hours in a 24 hour period then applicable procedures must be implemented.

J. Who is the fire alarm servicer that the VA is currently work with?

Albireo Energy has the current 5 year contract for the VA Sprinkler Service is Bradshaw Engineering

K. If there is an asbestos report, can the VA release it before the due date? Hazardous Material Report will be provided via amendment to FBO.

L. What is the level of infectious disease control rating for this site?

Refer to specification section 013526 Safety Requirements. Particularly section 1.12.

Class V measures will be required unless written approval is provided by the government.

M. Are there photos available of the Asbestos containing areas? Contractor was given the invitation to bid walk the interstitial, the VA does not have photos to give out. Michael Degnan 2019, 9/13

N. Can the VA publish the site visit, sign in sheet? Yes, refer to contracting officer.

O. Does the VA anticipate and down time between phases? Yes. 45 days. Michael Degnan

2019, 9/13

P. Does the VA have an anticipated NTP date for this project? NTP will be issued after bonding and insurance is received and verified. Anticipated NTP is within 120 calendar days of award.

FUTRUS® MODULAR WALL PANEL SYSTEM

An advanced modular wall system designed to help turn any space into the ultimate sterile, durable and easy to clean environment.

Each panel is made from seamless, bleach cleanable Corian®, which is GREENGUARD® certified to resist microbial growth to help reduce HAIs. Corian® panels also resist chipping, peeling, scratching and staining for greater life cycle. A metal back plate reinforces each panel for greater impact resistance.

Features a patented hanging system for easy panel attachment and removal and interlocking lap joint panel edges to prevent liquid penetration. Available in standard or custom panel sizes, colors and finishes to suit any wall space or design scheme. Can also incorporate services, technology, branding and wayfinding.

futrus.com info@futrus.com

1.877.FUTRUS1 (388.7871)

FUTRUS® MODULAR WALL PANEL SYSTEM

For complete product specifications, visit futrus.com.

©2017 Futrus, LLC. ALL RIGHTS RESERVED. Futrus reserves the right to make changes without notice in design, specifications and models. Corian® is a registered trademark of E. I du Pont de Nemours and Corian are used under license by Futrus LLC. Futrus® is a registered trademark of Futrus LLC.

All Corian® solid surface colors and thicknesses carry the highest “interior finishes” rating, Class I (Class A) of the principle USA building codes.

- Class I (Class A) fire rated

- GREENGUARD Gold for children and schools

- GREENGUARD Indoor Air Quality Certified®

- GREENGUARD listed for Microbial resistance

STANDARD FEATURES

• Panel Depth: 1/2”, 5/8”, 3/4”

• Heights and widths are configurable

• Pre-located, fire rated sub-panels mount to stud-wall for easy layout and installation

• Standard Corian® Colors: Cameo White, Glacier White, Bisque, Bone, Vanilla

• Matte finish

• Futrus® 5-year limited, Corian® 10-year limited warranty

CUSTOMIZATIONS

• Available in any Corian® color & pattern; Exclusive wood grain patterns and customizable print options also available

• Lighting: Panels can be configured to accommodate surface mounted lighting;

offered in a variety of designs or customized for wayfinding, theming or branding

Legend

Light

Sprinkler

Vent

Smoke detector

Existing access trap

Electrical outlet

Access trap required

Exchanger

Turntable

Gate

CURTAIN

IV IV

Wall bracket

Wall post side

Wall post

"T" junction

Curtain track

IV track

Bracket

Joint bracket

Motor/Charger location

(*) Symbol may vary depending of equipment type

Swivel pole

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. Arjohuntleigh 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. Arjohuntleigh 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 SAN DIEGO

QC-103134MS

03-JAN-2013

ARJOHUNTLEIGH

BILL ASHBROOK

1 / 4

H

E

C S

44"

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:

MINIMUM STRUCTURE CAPACITY:

VA SAN DIEGO

QC-103134MS

03-JAN-2013

usaddsom02 1/4" = 1'

2 / 4

600LBS [272KG]

750LBS [340KG]

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

27.6 MPA [4000 PSI] MIN.

TILE

BLDG 1 RM 2144

A=108"

B=9 1/2"

D=6 1/2"

ECS INSTALLATION

MS2 4F ECS MOTOR

118 " H90

118 "H90

O

A L

H

E

C S

100 " H90

100 " H90

10"

FLUSH MOUNTED TRAVERSING RAIL

UNDER THE FIXED RAILS.

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

MINIMUM STRUCTURE CAPACITY:

VA SAN DIEGO

QC-103134MS

03-JAN-2013

usaddsom02 1/4" = 1'

3 / 4

600LBS [272KG]

750LBS [340KG]

LISTING OF ROOM NUMBER(S):

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

A=108"

B=12 1/2"

F=4"

G=48"

H=4"

G

TILE

BLDG 1 RM 2146

O

A L

H

E

C S

93 " H90

93 " H90

10"

FLUSH MOUNTED TRAVERSING RAIL

UNDER THE FIXED RAILS.

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

MINIMUM STRUCTURE CAPACITY:

VA SAN DIEGO

QC-103134MS

03-JAN-2013

usaddsom02 1/4" = 1'

4 / 4

600LBS [272KG]

750LBS [340KG]

LISTING OF ROOM NUMBER(S):

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

G

TILE

BLDG 1 RM 2150

A=108"

B=12 1/2"

F=4"

G=48"

H=4"

ECS INSTALLATION

MS2 2F ECS MOTOR

UNIVERSAL TROLLEY FLUSH

GENEIW... NOl'ES

THROUGHOUT THE STATE OF CAlIFORNIA. AND IS VAlJD FOR EQUIPMENT INSTALLED

AT ANY HEIGHT WITHIN THE BUIWING.

CALIFORNIA BUIWING CODE AND THE REQUIREMENTS OF THIS PRE-APPROVAL DOCUMENT.

2. VERIFY THE ADEQUACY OF THE EXISTING FRAMING TO SUPPORT THE LOADS INDICATED

HEREIN, IN ADDmON TO ALL OTHER LOADS.

DETAILED WITHIN THIS PRE-APPROVAL.

7. VERIFY THE EQUIPMENTS WEIGHT, C.G. LOCATION. ANCHOR LOCATIONS AND ANCHOR

DETAILS AGREE WITH THE INFORMATION SHOWN IN THIS PRE-APPROVAL.

CORPORATION, UNLESS OTHERWISE INDICATED ON THE DRAWINGS.

(ICC ESR-1917). INSTALL ANCHORS IN ACCORDANCE WITH ICC REPORT AND

OSHPD CAN 2-1912A.l & CAN 2-1916A.8

2. IF REINFORCEMENT IS ENCOUNTERED DURING DRIWNG, ABANDON AND SHIFT THE

HOLE LOCATION TO AVOID THE REINFORCEMENT. PROVIDE A MINIMUM OF 2 ANCHOR

DIAMETERS OR 1 INCH, WHICHEVER IS LARGER, OF SOUND CONCRETE BETWEEN THE

DOWEL AND THE ABANDONED HOLE. FILL THE ABANDONED HOLE WITH NON-SHRINK

GROUT APPROVED BY THE ENGINEER OF RECORD. NOTIFY THE ENGINEER OF RECORD

IF ANY REINFORCING IS DAMAGED.

OF THE SAME CATEGORY NOT PREVIOUSLY TESTED UNTIL TWENTY (20) CONSECUTIVE

PASS, THEN RESUME INmAL TESTING FREQUENCY.

5. TEST ANCHORS NO SOONER THAN 24 HOURS AFTER INSTALLATION.

6. TEST 50" WEDGE ANCHORS PER THE FOLLOWING METHOD:

A. TORQUE WRENCH METHOD: TEST ANCHORS TO THE TORQUE LOAD INDICATED IN

THE TABLE BELOW WITHIN THE FOLLOWING UMITS:

1. ONE-HALF TURN OF THE NUT.

WEDGE

ANCHOR TORQUE

DIA. (IN) LOAD (FT-LBS)

J/S 25 1/2 40 5/S 60

ACCORDANCE WITH THE STANDARD GRADING RULES NO. 17 OF THE WEST COAST

LUMBER INSPECTION BUREAU (W.C.LI.B.) OR WESTERN LUMBER GRADING RULES, OF

THE WESTERN WOOD PRODUCTS ASSOCIATION (W.W.PA). USE LUMBER WITH A

MINIMUM GRADE OF D.F. #"

LENGTHS U.O.N. USE HOT-DIPPED ZINC-COATED GALVANIZED NAILS FOR EXTERIOR

INSTALLATIONS AND WHEN PENETRATING PRESSURE TREATED OR FlRE-RETARDANT

LUMBER.

B. BOLTS AND THREADED RODS: ASTM Al07, SQUARE OR HEXAGONAL HEAD MACHINE BOLTS WITH ASTM A563 NUTS. USE MALLEABLE IRON WASHERS UNDElR HEAD AND

NUT WHEN IN CONTACT WITH WOOD.

C. LAG SCREWS: ASTM Al07, ANSI/ASME STANDARD B18.2.1. USE ANSI B18.22.1

WASHERS UNDER HEAD WHEN IN CONTACT WITH WOOD.

D. SCREWS: ASTM Al07, ANSI/ASME STANDARD B18.6.1. USE CADMIUM-PLATED PAN

OR ROUND HEADED SCREWS AT STEEL TO WOOD AND WOOD TO WOOD CONNECTIONS.

E. MISCELLANEOUS STEEL: ASTM Al6.

F. FRAMING CUPS, SHEET METAL STRAPS, ETC.: SIMPSON, UNIVERSAL, OR SILVER, WITH

ICC REPORTS. DESIGNATIONS ON DRAWINGS ARE BASED ON SIMPSON CATALOGUE

NUMBERS.

BOLT NOMINAL DIAMETER.

B. DRILL PRE-BORED LEAD HOLES FOR LAG SCREWS AS FOLLOWS.

1. DRILL LEAD HOLE FOR THE SHANK TO A DEPTH EQUAL TO THE LENGTH OF THE

UNTHREADED PORTION IN THE MAIN MEMBER. USE A DRILL BIT OF THE SAME

DIAMETER AS THE LAG SCREW.

2. EXTEND THE LEAD HOLE FOR THE THREADED PORTION OF THE LAG SCREW WITH A

DRILL BIT WHOSE DIAMETER IS 60 PERCENT OF THE NOMINAL LAG SCREW DIAMETER.

SECTIONS I TYPE I

COW FORMED HOLLOW STRUCTURAL

SECTION (HSS

MACHINE BOLTS

THREADED AND HANGER ROD

NUTS FOR BOLTS AND MACHINE BOLTS

PLAIN WASHERS

ASTM A500 GRADE B

2. HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153

STRUCTURAL STEEL AND FASTENERS THAT ARE PElRMANENTLY EXPOSED TO WEATHER.

THE OWNER TO PERFORM THE FOLLOWING TESTS AND INSPECTION. PROVIDE ACCESS

AND FURNISH SAMPLES TO THE AGENCY AS REQUIRED.

2. THE FOLLOWING ITEMS REQUIRE TESTS AND INSPECTIONS IN ACCORDANCE WITH THE

REQUIREMENTS OF THE CHAPTER "STRUCTURAL TESTS AND INSPECTIONS· OF THE

CODE.

STRENGTH, PREDRlllED HOLE DIMENSIONS, ANCHOR SPACING, EDGE DISTANCE, SLAB

THICKNESS AND ANCHOR EMBEDMENT.

B. PROOF-TEST AS INDICATED IN THE MECHANICAL ANCHORS SECTION OF THESE

GENERAL NOTES.

VIII. DESIGN CRITERIA

1. APPLICABLE CODE: 2007 CAUFORNIA BUILDING CODE.

2. SEISMIC DESIGN:

SEISMIC FORCE Fp = 2.31w Fpv = 0.385w

WHElRE:

S5 = 289% G WORST CASE ACCEL.

Fa = 1.0 FOR Sd SOIL Rp = 1.5 LOW DEFORMATION

Ip = 1.5 FOR NON-ESSENTIAL EQUIP. ap = 1.0 RIGID COMPONENT

3. CRANE LOADING PER AlSC

TRANSVERSE LOADING = 0.2 (DL+LL)

LONGITUDINAL LOADING = 0.1 (DL+LL)

IX. HOW TO USE THIS PRE-APPROVAL

1. REVIEW AND UNDERSTAND ALL GENERAL NOTES AND FlGURES BEFORE

PROCEEDING.

2. FOR THE SELECTED MAXISKY UNIT, DETERMINE THE TRACK LAYOUT AND

DIMENSIONS.

3. BASED ON THE TRACK LAYOUT AND DIMENSIONS, DETERMINE THE

APPROPRIATE TRACK, THE TRACK BRACING, AND TRACK HANGER

REQUIREMENTS FROM THE TABlES ON SHEET S2.

4. DETERMINE THE MAXIMUM DEMANDS ON THE EXISTING STRUCTURE FROM

THE NEW UNIT FROM THE TABLE ON SHEET S2, AND VERIFY THE

ADEQUACY OF THE EXISTING STRUCTURE WITH THE ENGINEER OF RECORD

FOR THE BUILDING.

SHEET LIST

Sl GENERAL NOTES

S2 TRACK ELEVATION

S3 HANGER CONNECTION DETAILS

S4 HANGER CONNECTION DETAILS

S5 BRACE CONNECTION DETAILS

DEGENKOLB ENGINEERS

235 Montgomery Street, Suite 500 San FranCiSCO, CA 94104

415.392.6952 Phone

415.981.3157 Fax

www.degenkolb.com

A P PRO V E D

Fixed EQuipment Anchorage

Planning and Development

OPA-0611-07

Date

ARJOHUNTLEIGH MAXI SKY CEILING LIFTS

TiHe: Sheet Number

GENERAL NOTES

Drawn: RP Job Number: A5114009.02

Design: RMG Rev.: 2.1

Check: RSP

Date: 4/13/10 1 OF 5 Sheets http:A5114009.02

HANGER~

1/S3 1/s41 /:7·/ ~""7 17

SEE (E) CONC. ON MErAL

CONNECTION DECK/SOLID SLAB OR CONC.

DErAILS BEAM WHERE OCCURS)AND

3/8"9) THRD. HANGER. (TYP.)ROD HANGER. - SEE TABLE

TYP. (PART SPACING

#000.00394).

STIFFENERS

NEEDED @ 18"

ffi'ro §t ~ II

~ II

:;.'2

~ ~ II

:;.'2....,)

II'

T-HANGER

I· TRACK

UNISTRUT Pl000 OR

158-12. OUT-OF-PLANE

BRACE MAX.

HSS 2Xx2XxX6 BRACE

MAX. LENGTH =

HSS 3x3xX6 BRACE

LENGTH == 227"

UNISTRUT P1546 WITH

1/2"9) BOLT & SPRING

NUT OR CHANNEL NUT

EACH END

O.C. WHERE LENGTH 08".

LATERAL BRACE

OCCURS 186".

MAX.

USE 2-3/8"9)

THRD. RODS

FOR MAXISKY

BRACKEr

(PART #700.

11204) FOR

MAXISKY 1000. f------f

TRACK MAX. LIVE LOAD:SECTION X-X SPLICE

MAXISKY 1000 W=1000 Ibs.(LOCATE ONLY AT MAXISKY 600 W=600 IbsOUT-OF-PLANE BRACE) o TRACK ELEVATION MAXISKY 440 W=440 Ibs

THREADED ROD

Max. Transverse Brace Spacing = 2X max. hanger spacing P1000T

* LOADS DO NOT INCLUDE 1.3 INCREASE

FOR ANCHORS

SHEET NOTES:

1. THE STRUCTURAL ENGINEER OF RECORD IS

RESPONSIBLE FOR VERIFYING THE ADEQUACY OF THE SECTION A-ASTRUCTURE FOR APPLIED LOADS INDICATED HEREIN. IN(2) TRACK ELEVATION & DETAILS

ADDITION TO ALL OTHER LOADS.

STRUCTURAL LOADING (lbs.) (ASD LOADING)

LIFT TYPE

Portable 440 600 1000

Thanger 605 814 1307 Tbrace 249 249 281 Vbrace 249 249 281

Weight Lbs 14 28 48 Cal'(]<:;ity Lbs 440 600 1000

2.11 2.07

H180

3.56 4.40

7.84 115.85

3.43 4.25

UNISTRUT 3/8" BOLT

AND P3008 NUT

UNISTRUT P2485

CRADLE CLIP

DEGENKOLB ENGINEERS

235 Montgomery Street, Suite 500 San Francisco, CA 94104

415.392.6952 Phone

415.981.3157 Fax

www.degenkolb.com

Fixed Anchorage Planning and Development

OPA-0611-07

P(e~awoy~ Program UamJQ6t

Al"lihOnyR Pike

(91e, UO·S4TO

ARJOHUNTLEIGH MAXISKY CEILING LIFTS

TRle: Sheet Number

TRACK ELEVATION

A P PRO V E 0

Drawn: RP Job Number: A5114009.02

82Design: RMG Rev.: 2.1

Check: RSP

Date: 4/13/10 2 OF 5 Sheets x

~ .............L~!~.~

FOR

:::.c: g

UNISTRUT

OUT-OF- PLANE

BRACE

ARJOHUNTLEIGH TRACK

BRACKEr PART

#700.11100. TYP.

FOR MAXISKY 1000

USE PART #700.11204

X

TRACK

IN-PLANE BRACING

(1 MIN. EVERY TRACK)

SEE SECTION X-X,

SIM. 30 FT. MAX. O.C.•

TYP.

~ 6063-T54

ALUMINUM

MAXIMUM HANGER SPACING Cinch

LIFT TYPE

Portable 440 600

74 64 143 123

II· i J UNISTRUT Pl000T W/

ROD STIFFENERS @

18" O.C. MAX

ROD STIFFENERS NOT • I

REQ. @ HANGERS W/O

BRACES

48# DEAD

LOAD MAX.

ARJO LIFT

MODULE

170 170 139 steel Min.

11/4"MIN";WTYDP'~~r~1

WASHER~~

3/8"~ THRD. ROD

z

~I ':..:t r<") nl~ :::E

Anchor Diam. Uft Type & Embed Portable 440 600 1000

2-3/8"x 2" NWC ONLY NO NO 2-1f2"x 3 1/4" OK OK NO 2~578"x 4" OK OK OK

L=8" MIN.MIN. EDGE

zZ

':..:tw

DIST. 1.5x

EMBED

12" MAX.

HILTI KWIK BOLT TZ ~

EI

~----- SPRING

EQ.!~(TYP.) SEE TABLE

NUT, CHANNEL NUT, OR SADDLE

1.5x EMBEDMENT LIGHT WEIGHT OR 2500 psi

NORMAL WEIGHT CONCRETE

Portable 440

OK

OK

MINIMUM 3000 psiEDGE DISTANCE MINIMUM 3000 psi

LIGHT WEIGHT OR 2500 psi

NORMAL WEIGHT CONCRETE

HILTI KWIK

BOLT TZ

-'1<-

-'I<---!'/

UNISTRUT P 1 000

OR HILTI 158-12

BASE PL '" HEX-NUT CI SPRING OR CHANNEL

o SOLID CONCRETE SLAB CONSTRUCTION FOR SIZE 1 1/2" MIN l l L/3 'MIN 1T hange~ HANGI:.K KUU UI-'IIUN~

. . FOR 1000 LB UNIT-SEE 1/S2

TYP. 1 1 3/8"~ THRD. ROD

CD SOLID CONCRETE SLAB CONSTRUCTION

MIN. EDGE DIST.

1.5 x EMBED. ~

:::E o w20ga. m

NOTE::::E

w

20ga. MIN.

MTL DECK

SPRING NUT,

HEX-NUT & BASE PL @

HEX-NUT, WASHER HANGER ROD

& BASE PL (TYP.) OPTIONS FOR 1000

1 1/2" MIN.

TYP.

LB UNIT-SEE 1/S2

V 7 J~' 7 I;. A 7 71 7 ::l ;\ I A / 7:"'+- 3000psi MINIMUM

LIGHT WT. OR

WDeck

SEE LOWER FLUTENORMAL WT. CONC.

FOR

z

~~T~~~"""""""~-'I.---,.-l

INSTALLATION

LOW FLUTE FOR ADDITIONALHILTI KWIK BOLT TZ

ROD COUPLER (PART #000.00394) • T hanger HIGH FLUTE (TYP.) SEE TABLE INFORMATION.

OR REDUCER T hanger SIZE & EMBEDMENT

HEX LOWER FLUTE UPPER FLUTE CHANNEL NUT, OR SADDLE NUT UPPER FLUTE INSTALLATION

INSTALLATION INSTALLATION SPRING OR CHANNEL NUT

tIlIESi

1. SEE DETAIL 0/- FOR FLUTE

Anchor Diam. Uft Type & Embed Portable 440 600 1000

1/2"x 3 1/4" OK NO N7A 5/8"x 4" OK OK N7A

NOTE:

DIMENSION REQUIREMENTS.

INSTALL IN HIGH

OR LOW FLUTE.It:;i #~~&0~f~4) LOWER FLUTE INSTALLATION

FLUTE.

2. INSTALL IN HIGH OR LOW

01:=K WI CONC. FILL CONSTRUCTION

Anchor Diam. Uft Type & Embed Portable 440 600 1000

2-1/2"x 3 1/4" OK OK NO 2-5/8"x 4" OK OK OK o METAL DECK WITH CONC. FILL CONSTRUCTION

8 1. THE STRUCTURAL ENGINEER OF RECORD IS RESPONSIBLE FOR VERIFYING THE ADEQUACY OF THE STRUCTURE FOR APPLIED LOADS INDICATED HEREIN, IN ADDITION TO ALL OTHER LOADS. SEE DETAIL 1/S2 FOR STRUCTURAL LOADING.HANGER CONNECTION DETAILS

2. THESE DETAILS ARE NOT USED WITH DIAGONAL BRACING MEMBERS, BUT MAY BE USED FOR VERTICAL HANGERS

BRACED AT LOWER END (PER lA/S2, SECTION X-X) OR FOR UNBRACED HANGERS.

OPA-0611-07

Preo-3PPfoY.,1 Program Manaf:1&r

Anthony 11:, P4ke

(9'6) 441}!I470

ARJOHUNTLEIGH MAXISKY CEILING LIFTS

A P PRO V E D TItle: Sheet Number

Fixed Equipment Anchorage HANGER CONNECTION DETAILS Office of Statewide Health Planning and Development

Drawn: RP Job Number: A5114009.02 DEGENKOLB ENGINEERS 83Design: RMG Rev.: 2.1235 Montgomery Street. Suite 500 San FranciSCO, CA 94104

Check: RSP415.392.6952 Phone

415.981.3157 Fax

www.degenkolb.com Date: 4/13/10 3 OF 5 Sheets http:www.degenkolb.com

-SEE G/S4 l. ~ ; I. . I! / r LI

DOUBLE NUT & WASHER AT HSS

UNISTRUT Pl000

OR HILTI 158-12

SPRING NUT, CHANNEL

1 NUT OR SADDLE NUT

WITH A HEX. NUT &

BASE PL @ SPRING

OR CHANNEL NUT(PART #000.00394)

FOR T hanger HANGER ROD OPTIONS

/1 ' -""

AT

OPTIONS

II~II

HILTI

EQ.

NOTE:

MINIMUM

OF WOOD

@ ---c /~\&)~ :;:; 7.fi. oifiiIIo oHo

2 1/2" MIN. MINIMUM 3000 psi MINIMUM 3000 psi SPAN L L 1/4"xO'-3" LONG " LIGHT WEIGHT OR 2500 psi LIGHT WEIGHT OR 2500 psi

CL 8M.MIN., TYP. MIN. NORMAL WEIGHT CONCRETE NORMAL WEIGHT CONCRETE

7/8"; BOLT, TYP. STRUCTURAL WOOD BUILDING ----"'I

IN 15/16"; HOLE ~.~~B&.~C~I~l GRADE STRUCTURE

NUT & BASE PLt==f STRUT- 12-~:iE NUT & WASHER l/t' SPRING NUT, DETAILS ®.

SEE ANCHORAGE ~

AT HSS

CHANNEL NUT, OR THROUGH ®

(3 l/t' MIN.) STRUT BEAMSADDLE NUT ~ FOR ANCHORAGE SCHEDULE FOR SIZEUNISTRUT Pl000 OR TO STRUCTUREBASE PL @ SPRING

158-12OR CHANNEL NUT ~"; BOLTS1/2" HEX-NUT & SPRING NUT AT STRUT

12"O.C., 4 BOLTS3/8"; THRD. ROD 8ASE PLATE

(PART #000.00394) MIN. @

HEX-NUT & BASE PL @158-12-32BHANGER ROD SPRING OR CHANNEL NUTSTRUT BEAM, SEEFOR 1000 LB UNIT DISTANCE FROM END

TABLE FOR SIZE 3/8"; HANGER

-SEE 1/S2 T hanger MEMBER IS 3 l/t'.

HANGER ROD OPTIONS

FOR HSS BEAM 1000 LB UNIT-SEE 1/S2o WOOD r11'e

CHANNEL

MAX. L = 14"

MIN.

CONSTRUCTION

Trapeze Span (in.)

PORTABLE

UNISTRUT Pl000 29OR HILTI 158-12

UNISTRUT Pl001AW 80

OR HILTI 158-12-B2B

UNISTRUT P5501AW 96

HSS 3"x3"x3/16" 96

Lift Type

KB TZ, SEE TABLE FOR

SIZE

6" MIN. FOR )2"0,

8" MIN. FOR 14"0

BRACKET- TO-BEAM

FOR 1000 LB UNIT - SEE 1/S2USE NUTS &

LOCKING WASHER

ABOVE/BELOW

® CONC. JOIST/BEAM CONSTRUCTION

STRUT BEAM

UNISTRUT P2786 \ , L3x2x3/8 (LLV)x3" MIN.

BEVELED WASHER &

LOCK NUT

UNISTRUT P5000

3/8"; THREADED RODOR HILTI 2716-12

6" MIN. AND 10" MIN.HEX-NUT AND BASE

NUT, OR SADDLE NUT

SPRING NUT,

@ ~"; WITH LWC

CHANNEL NUT

PL @ SPRING OR

STRUT BEAM WITH LOCK3/8"; THRD. ROD o HANGER AT OBSTRUCTION WASHER & NUT, ABOVE(PART #000.00394) T hanger

AND BELOW

HANGER ROD OPTIONS

FOR 1000 LB UNIT

-SEE 1/S2o STEEL CONSTRUCTION DETAILS

SHEET NOlES:

1. THE STRUCTURAL ENGINEER OF RECORD IS RESPONSIBLE FOR VERIFYING THE ADEQUACY OF THE STRUCTURE FOR APPLIED LOADS INDICATED

HEREIN, IN ADDITION TO ALL OTHER LOADS. SEE DETAIL 1/S2 FOR STRUCTURAL LOADING.

2. THESE DETAILS ARE NOT USED WITH DIAGONAL BRACING MEMBERS, BUT MAY BE USED FOR VERTICAL HANGERS BRACED AT LOWER END8 ~T~.NGER CONNECTION DETAILS (PER lA/S2, SECTION X-X) OR FOR UNBRACED HANGERS.

DEGENKOLB ENGINEERS

235 Montgomery Street, Suite 500 San Francisco, CA 94104

415.392.6952 Phone

415.981.3157 Fax

www.degenkolb.com

A P PRO V E 0

Fixed Equipment Anchorage

Office of Statewide Health Planning and Development

OPA-0611-07

P,iIP-appto'olal Program Milf'lsger

AnthOt'ly R Pr.ke

;9'6)440-/1...,0

ARJOHUNTLEIGH MAXISKY CEILING LIFTS

Tide: Sheet Number

HANGER CONNECTION DETAILS

Drawn: RP Job Number: A5114009.02

Design: RMG Rev.: 2.1

Check: RSP

Date: 4/13/10 4 OF 5 Sheets

: IZ

<'l~

SIMPSON A35 7 -

SCREWS TO

UNISTRUT Pl000 48" MAX. -+""7"---:,-'-7/---;.

OR HILTI 158-12

4 • "L

6" MIN. FOR ~~ _--

8" MIN. FOR ;y~

L

1 MAX.

o CONC. JOIST/BEAM CONSTRUCTION

~ FOR INFO NOT SHOWN

/" SEE J/S4

THE ADEQUACY OF

ALL OTHER LOADS.

Anthony R ~ke

A P PRO V E 0

Fixed Equipment Anchorage

Office 01 Statewide Health Planning and Development

OPA-0611-07

Pu.t41pprova! Program Manager

DEGENKOLB ENGINEERS

1916,440-!i4J'1)

235 Montgomery Street, Suite 500 San Francisco, CA 94104

415.392.6952 Phone ( ut:. 4/i<r/'&o{O

415.981.3157 Fax

www.degenkolb.com Dote

ARJOHUNTLEIGH MAXISKY CEILING LIFTS

Title: Sheet Number

BRACE CONNECTION DETAILS

Drawn: RP Job Number: A5114009.02

S5Design: RMG Rev.: 2.1

Check: RSP

Date: 4/13/10 5 OF 5 Sheets

(q CONC. 8EA~ OR SLAB EDGE DISTANCEfc = 2500 pSI MIN.- N.W.C.

8" MIN.fc' = MIN.- LW.C.

•r Ztf)

-tf)

:::::El.J..J : Z <'l~ ......... u

~I lOr-

3/8"rfJ HILTI

KWIK BOLT TZ

P1843W FROMSTRUT BRACE

UNISTRUT

o

SOUD CONCRETE SLAB CONSTRUCTION

MTL DECK

(LWC OR NWC)

DISTANCE

8" MIN.

20go MIN. METAL DECK

3/8"1& HILTI KWIK BOLT TZ

INSTALL IN LOW FLUTE ONLY

P1843W FROM UNISTRUT

STRUT

BRACE

G)

METAL DECK

WITH CONCRETE FILL CONSTRUCTION

8 BRACE CONNECTION DETAILS

N.T.S.

(E) CONC. FILL ON

fc = 3000psi MIN.

EDGE

Zc:l -w :::::Ecn : :::::E...,w

~I~ 1O:::::E

:::::E

T IIlrace

4 1/2" MIN.

FLUTE WIDTH

~r 1A 1Jf~ J~" ~'''~i r v b~ad A { EQ~WQ

SECTION A-A

3/8"1& )( 4" MIN.

LAG SCREW W/ (3 1/2"

1 MIN. SHANK EMBEDMENT)

P1843W FROM UNISTRUT

NOTE:

STRUT

MINIMUM DISTANCE FROM ENDBRACE

OF WOOD MEMBER IS 3 1/2".

o BRACE PARALLEL TO WOOD BEAM

3/4")( 112 PAN HEAD WOOD

DECKING

1/2"

(E) WOOD BEAM

3)( BLKG W/ 3-16d

END NAILS EA. END. MIN.

3/8"rfJ )( 4" MIN.

LAG SCREW W/ (3 1/2"

SHANK EMBEDMENT)

STRUT P1843W FROM UNISTRUT

BRACE

o BRACE PERPENDICULAR TO WOOD BEAM

SHEET NOJES;

1. THE STRUCTURAL ENGINEER OF RECORD IS RESPONSIBLE FOR VERIFYING

THE STRUCTURE FOR APPLIED LOADS INDICATED HEREIN. IN ADDITION TO

SEE DETAIL 1/S2 FOR STRUCTURAL LOADING.

http:A5114009.02 http:www.degenkolb.com