S02 - 640-381.MVW.6.2011.2011.MOUNTAIN_VIEW_CENTER.DETAILS_MECH.MH6.01.pdf

MH6.02

MH6.02

MH6.02

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STRAP, (TYP.)

2" X 16Ga. HANGER

MAX

30"

HANGER MATERIAL SUPPORTING FLEXIBLE DUCT SHALL IN NO CASE BE LESS

THAN 1 1/2 INCHES WIDE. FLEXIBLE DUCT SHALL BE SUPPORTED PER

MANUFACTURER'S RECOMMENDED MATERIALS, BUT AT NO GREATER DISTANCE

THAN 4 FEET MAX. PERMISSIBLE SAG IS MAX. 1/2 INCHES PER FOOT OF

SPACING BETWEEN SUPPORTS.

REFER TO STRUCTURAL DRAWINGS,

ANGLE TOP

@4' O.C.

2" X 2" X 1/8"

RECTANGULAR DUCT HANGER

(TYPICAL)

ANGLE (TYP.)

TRIM AT 45°

SCREWS

SHEET METAL

60"

MAX

3/8" DIA. ROD,

DUCT (TYP.)

STRAP OVER

1" X 18Ga.

REFER TO SPECIFICATIONS FOR HANGER SPACINGS.

ATTACHMENTS TO OVERHEAD STRUCTURE SHALL BE MADE IN ACCORDANCE

WITH STRUCTURAL ENGINEERS REQUIREMENTS AND WEIGHT LIMITATIONS. ALL

ATTACHMENT METHODS TO STRUCTURE SHALL BE SUBMITTED TO ARCHITECT

AND STRUCTURAL ENGINEER FOR REVIEW.

PROVIDE SWAY & SEISMIC BRACING PER SMACNA SEISMIC GUIDELINES AND

THE LATEST EDITION OF CALIFORNIA BUILDING CODE. CONTRACTOR SHALL

INDICATE LOCATIONS OF SEISMIC BRACING ON THE SHOP DRAWING

SUBMITTALS.

NOTES:

2.

1.

4.

3.

DUCTS 24" DIA. &

THIS HANGER IS FOR

SMALLER

3/8" BOLT, NUT &

STAR WASHER

5.

OMIT BRACING IF HANGER LENGTH LESS OR EQUAL TO 12"6.

DIA. BRACE

@ 4" O.C. TYP.

FOR 12"- DUCTS

NO SCALE

NO SCALE

2 INLINE - FAN 4 DUCT PENETRATION THRU ROOF

6 TRAPEZE PIPE HANGER DETAIL

5 DUCT HANGER DETAILS

3 PIPE HANGER DETAIL

NO SCALE

NO SCALE NO SCALE

NO SCALE

1 AIR HANDLING UNIT ANCHOR DETAIL

ATTACH TO STRUCTURE, TYP ATTACH TO TYP.

P1000 BRACE

LONGITUDINAL

DIRECTION @ 8' MAX

LENGTH - 9'-0"

P1843 ADJUSTABLE

HINGE TCB, TYP. EA

BRACE.

P1000T CHANNEL

STIFFENER W 3/8" EL

CLIPS @ 18" O.C.

P1000 UNISTRUT

BRACE EA

DIRECTION @8' O.C.

M A X

SEE

SEE

THERMAL HANGER SHIELD OR

ISOLATOR WHERE REQUIRED

NOTE:

OMIT BRACING IF LENGTH

OF HANGERS LESS OR

EQUAL TO 12"

ATTACH TO

STRUCTURE

HANGER ROD

MIN 1/2" DIA.

T Y P

T B

SUPER-STRUT CHANNEL

P1000 @ 4' O.C.

36" MAX.

PIPE SIZE

(IN)

UP TO 1"

1-1/2"

2 TO 2-1/2"

3"

3-1/2"

MAX SUPPORT

SPAN (FT)*

MIN. ROD

SIZE (IN)

3/8"

3/8"

3/8"

1/2"

1/2"

5/8"

5/8"

3/4"

ATTACH TO STRUCTURE

PIPE HANGER

SUPERSTRUT

C-711

SUPERSTRUT

C-710

NOTE:

PROVIDE SEISMIC

CALCULATIONS AND DETAILS,

SIGNED AND SEALED BY

CALIFORNICA REGISTERED

STRUCTURAL ENGINEER.

*MAX SUPPORT SPAN MAY BE CLOSER

BASED ON CLACULATIONS. THIS TABLE IS

FOR REFERENCE ONLY.

UNISTRUT P1000T

STIFFENER W/CLIPS HANGER ROD SCHEDULE

UNISTRUT

SPF100

W/2-1/2" BOLT

TYP.

UNISTRUT

P1000

TRANSVERSE

BRACE

ATTACHMENT TO OVERHEAD STRUCTURE SHALL BE MADE IN ACCORDANCE

WITH STRUCTURAL ENGINEERS REQUIREMENTS AND WEIGHT LIMITATION PER

6/M4.01

PROVIDE SWAY & SEISMIC BRACING PER MASON SEISMIC GUIDELINES,

INCLUDING ALL ANGLE, LONGITUDINAL AND TRANSVERSE.

OMIT BRACING IF PIPE HANGER ROD LENGTH IS LESS OR EQUAL TO 12".

1.

2.

3.

NOTES:

ATTACH TO

STRUCTURE

P100T

STIFFENER

W/CLIPS

SUPERSTRUT

PIPE CLAMP

Pmax=

60 PLF

LOCK & LOCKNUT (TYP.)

ALL THREADED ROD

(SEE SCHEDULE)

P1000 TRANSVERSE

BRACE

LONGIT. P1000 BRACE

BEYOND @ 16' MAX.

120°, 26 GA. SHEET

METAL SADDLE

ATTACH TO STRUCTURE

CONNECT TO STRUCTURE. SEE

CABLES IN EACH OF 4 DIRECTIONS.

PROVIDE SEISMIC RESTRAINT

45° MAX.

FAN.

IN-LINE

STEEL THREADED ROD.

ENTIRE CONTACT AREA (TYP.).

NEOPRENE PAD OVER

SPRING VIBRATION

ISOLATORS (4 REQ'D.).

1/2" HANGER ROD (4 REQ'D.)

DUCT TRANSITION AS

REQUIRED.

FLEXIBLE CONN.

(TYP.).

MOUNTING

BRACKETS (TYP.).

ATTACH TO

STRUCTURE SEE

A. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ROOF OPENINGS AND ROOFING DETAILS.

APPLY DUCT SEALER

OR MASTIC BEFORE

SLIDING CLIP ONTO

DUCT & FLASHING

2" DEEP CLIP

SEAL

M

IN

M

IN

SHEET METAL DUCT

M

IN

NOTES:

B. SEAL ALL DUCT JOINTS AND SEAMS EXPOSED TO WEATHER. SEE SPECIFICATIONS FOR MATERIALS.

2x LEVEL CURB

TOP OF CURB

SILICON SEALER ON

SOLDERED WATER

24 GA. FLASHING

TIGHT

1. ALL MECHANICAL BOLTS SHALL BE STAINLESS STEEL.

UNIT WEIGHT: 23,015 LBS.

NOTES:

UNIT OUTLINE

PLAN

CL

CL

AA

FLASHING MEMBRANE

WELDED SPLICE

ROOF MEMBRANE

GSM COUNTERFLASHING

1-1/4"

SECTION A-A

AIR HANDLING UNIT

SUPPORT CHANNEL

S.S. 3/4" MECH. BOLT

NUT, (TYPICAL).

WITH S.S. WASHER AND

MIN.

CONCRETE PAD

SEE STRUCTURAL

DRAWING

ROOF STRUCTURE.

SEE STRUCTURAL

WAFFLE PAD

ALL AROUND

AHU BASE FRAME

ANCHOR BOLT

457"

106"

Office of Construction and Facilities Management

N

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT:

CONTACT:

www.interfaceengineering.com

717 Market Street

Suite 500

San Francisco, CA 94103

415.489.7240

415.489.7289

Date Signed: ----

EFORP

DERET

SI

GE

R

R E

E

NI

GN

E

LA

NOISS

CA L I FO

RN

I AS TA T E OF

Exp. 06-30-2012

No. M29691

M

E C H A N IC A L

G E

OR

GE

L . ARELLA

N O

C o p yr ig h t

S te in b e rg

A rc h it e c ts

A ll R ig h ts

R e s e rv e d

T h e s e

P la n s a n d o r S p e c if ic a ti o n s a re in te n d e d fo r th e s o le b e n e fi t o f S te in b e rg

A rc h it e c ts c lie n t a n d m a y n o t b e u s e d re u s e d ,c o p ie d ,o r re p ro d u c e d in a n y fo rm w it h o u t th e e x p re s s w ri tt e n c o n s e n t o f S te in b e rg

A rc h it e c ts

George Arellano

2010-0410

DATEREV ISSUE

ARCHITECT

PROJECT #:

DATE:

SCALE:

CLIENT

Steinberg Architects 98 Battery Street, Suite 300 San Francisco, CA 94111

02.09.2011 100% Schematic Design

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ROAD, MOUNTAIN VIEW, CA

94043

MH6.01

VAPAHCS Mountain View Center - #640-381

DETAILS - MECHANICAL

10037.00 5.31.2011

VA Palo Alto Health Care System 3801 Miranda Ave. Building 6, C360 Palo Alto, CA 94304

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