S02 - 640-381.MVW.6.2011.2011.MOUNTAIN_VIEW_CENTER.DETAILS_MECH.MH6.02.pdf

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Y1DA--640-20-107 MV-HR BMS HVAC CONST
Solicitation number
36C26120B0013
Issued by

About this file

This document provides construction details and specifications for mechanical systems work at the Mountain View Center campus of the VA Palo Alto Health Care System. Key project details include installing new HVAC equipment, ductwork, exhaust fans, vibration isolators, seismic bracing, and roof penetration flashing for the building located at 1776 Old Middlefield Road in Mountain View, California. Mechanical drawings note specifications for mounting VAV boxes, exhaust fans, and related HVAC components to the existing concrete structure using various anchor bolts, threaded rods, and vibration isolation hangers. The construction is for project number 640-20-107 and is solicited under IFB 36C26120B0013 by the Department of Veterans Affairs Veterans Health Administration VISN 21. Interested contractors are directed to www.beta.sam.gov for additional solicitation details.

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Text version

MH6.02

MH6.02

V .I .F

1 CONNECTION TO STRUCTURE 3 CURB MOUNTED EXHAUST FAN

2 VAV BOX SUPPORT DETAIL

NO SCALE NO SCALE

NO SCALE

2-1/2"� HILTI KB TZ 2" EMBED, ESR 1917,

SPECIAL INSPECTION REQUIRED. ANCHOR

SPACING MIN OF 6" MAX OF 12" AND EDGE

DISTANCE MIN OF 5". SEE NOTE 2

1" MIN.

2-#10 SMS AT 1" MIN. SPACING

UNISTRUT P1000

16 GA X 2" STRAP HANGER

STRAP HANGER

ROD HANGER

THREADED ROD

THREADED COUPLER

(E) CONCRETE

SLAB

1/2"� HILTI KB TZ 2" EMBED, ESR 1917,

SPECIAL INSPECTION REQUIRED. ANCHOR

SPACING MIN OF 6" AND EDGE DISTANCE

MIN OF 5". SEE NOTE 2

NOTE:

PROVIDE SEISMIC CALCULATIONS

AND DETAILS, SIGNED AND SEALED BY

CALIFORNICA REGISTERED

STRUCTURAL ENGINEER. NO CUTTING

OR DAMAGING OF REBAR.

SCAN REBAR PRIOR TO DRILLING FOR

ANCHOR INSTALLATION. DO NOT CUT

OR DAMAGE (E) REBAR

M A

X

P1000T

STIFFENER

WHERE

OCCUR

W/CUPS

P

P =200 LBS

(GRAVITY)

max.

(E) CONCRETE

P =200 LBS

(GRAVITY)

max.

P

2.

1.

P1843 HINGE

1/2"� BOLT

1/2"� BOLT

P1843 HINGE

M A

X

P2485 CRADLE CLIP

1/2"� THREADED ROD

P1000T LENGTH

(8" SHORTER THAN ROD)

P3008 NUT

3/8"x1" HHCS

NOTE: TIGHTEN 3/8" BOLT

SNUGGLY AGAINST ROD

3/8"� HILTI KB-TZ W/ 3"

EMBED, TYP.

3) DEFLECTION = 0.20"

2) MAX. ROD SIZE: 7/8"

NOTES: 1) LOAD RANGE IS 25 TO 1000 LBS.

P1000

MOTION IN ALL DIRECTIONS EXCEPT VERTICAL.

PROVIDE ADEQUATE CABLE BRACING TO RESIST

RECOMMENDED BY VIBRATION ISOLATOR MFR.

PROVIDE SLACK CABLE BRACING AS

NOTES:

2.

1.

CABLE MASON

AIRCRAFT

LOCKNUTS AND

FAN MOUNTING BRACKET

WASHERS

PLAN

(TYP)

ROD

45°

3. PROVIDE SPRING ISOLATOR (TYPICAL 4) MASON

ATTACH TO

STRUCTURE

ATTACH TO

STRUCTURE

VAV

OR FRAME

1/4" THREADED

ROD HANGER

(TYPICAL 4)

TYPE 30N, 1" DEFLECTION SCB SEISMIC BRAKET

(TYPICAL 4)

DAMPER

BACKDRAFT

ROOF MEMBRANE

M

IN

TRANSITION

SQUARE TO ROUND

WOOD NAILER

ON TOP OF CURB

FOAM GASKET

EXHAUST DUCT

EXHAUST FAN

PENETRATION, FLASHING & ROOFING DETAILS.

NOTE: SEE ARCH. AND STRUCT. DWGS FOR ROOF

DUCT TO BE SAME

AS DAMPER SIZE

SEE ARCHITECTURAL

ROOF STRUCTURE

DWG

FLASHING MEMBRANE

WELDED SPLICE

ROOF MEMBRANE

GSM COUNTERFLASHING

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

03.16.2011 100% Design Development

05.02.2011 90% Construction Documents

05.31.2011 100% Construction Documents

/2

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R e v it L o c a l\

-0

V a P a lo

A lt o

\V A

P a lo

A lt o

J o n e s B ld g

E

B v

.r v t

1776 OLD MIDDLEFIELD

ROAD, MOUNTAIN VIEW, CA

94043

MH6.02

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

100%

CONSTRUCTION

DOCUMENTS

File details come from the government source that posted it. Updated .