combined_100__submittal_2-8-17_Part1_2.pdf

SHEET NO:

SHEET TITLE:

PROJECT NUMBER:

COPYRIGHT © 2016

DATE ISSUE

26913 NORTHWESTERN HWY

SUITE 200

SOUTHFIELD, MICHIGAN

48033 | USA

(T) 248 262 1500

WWW.HED.DESIGN

2016-01686-000

Selfridge Air

National Guard

Base

SANG 117 & 126 Mechanical

Renovation

Harrison Township, MI 48045

SANG Project No.: VGLZ 162045

M-G2

Hanger and Supports

Buildings 117&126

STEEL BEAM

BEAM CLAMP

SCALE : NO SCALE

TYPICAL CONCENTRIC

HANGER TO STEEL BEAM

NOTE:

ALL HEIGHTS,WIDTHS AND LENGTHS OF CONCRETE PADS

ARE TO BE COORDINATED W/ MECH.,ELECT. AND ARCH.

CONCENTRIC BEAM

CLAMP

USE FOR SINGLE PIPE/CONDUIT

GREATER THAN 3" HANG FROM

BEAM CENTER LINE.

SCALE : NO SCALE

USE ONLY FOR SINGLE

3" OR LESS PIPE/CONDUIT

4"

MAX.

PROVIDE SUPPLEMENTAL

FRAMING BETWEEN BEAMS

FOR PIPE/CONDUIT GREATER

THAN 3" OR DISTANCE

GREATER THAN 4" FROM BEAM

CENTERLINE.

TYPICAL HANGER SUPPORT

SCALE : NO SCALE

SUPPLEMENTAL FRAMING

4"

MAX.

PROVIDE SUPPLEMENTAL

FRAMING BETWEEN BEAMS

FOR PIPE/CONDUIT GREATER

THAN 3" OR DISTANCE

GREATER THAN 4" FROM BEAM

CENTERLINE.

TYPICAL HANGER SUPPORT

SCALE : NO SCALE

ROOF OR FLOOR DECK

BEAM

HANGER

1000# MAX.

FORCE

PC WT (SKEWED AS REQ'D)

L 3x3 (MIN.) TYP.

L 3x3 (MIN.) TYP.

HANGER

A

A

PIPE (W/ OR W/O

INSULATION, SEE MECH,)

SCALE : NO SCALE

TYPICAL PIPE ANCHORAGE W/ BEAMS

PARALLEL TO PIPE RUN

3/8" PL (MIN.)

WELDED TO PIPE

SECTION A - A

ROOF OR FLOOR DECK

BEAM

PC WT (SKEWED AS REQ'D)

1000# MAX.

FORCE

HANGER

L 3x3 (MIN.) TYP.

DESIGN AS

COMPRESSION STRUT

SCALE : NO SCALE

TYP. PIPE ANCHORAGE W/ BEAMS

PERPENDICULAR TO PIPE RUN

PIPE

M

I N

A B

O V

E

P

I P

E

O R

I N

S U

3/8" PL (MIN.)

WELDED TO PIPE

NOTES:

HANGERS TO STEEL BEAMS AND JOISTS:

A. LOADS INDICATED REFER TO THE SUMMATION OF ALL TRADES

(CONDUITS, PIPING, DUCTS ETC.)

B. LOADS INDICATED ARE THE TOTAL FOR ALL TRADES PER JOISTS PANEL.

C. ECCENTRIC HANGERS TO BE USED ONLY AS INDICATED.

D. JOISTS FOR EXISTING STRUCTURES:

1) DO NOT HANG AT LOCATIONS OTHER THAN PANEL POINTS.

A) EXCEPTION WHERE A REINFORCING STRAP IS PROVIDED, LOADS

MAY BE SUPPORTED BETWEEN PANEL POINTS.

E. JOISTS FOR NEW CONSTRUCTION:

1) DO NOT HANG LOADS GREATER THAN 250# AT LOCATIONS OTHER THAN

PANEL POINTS.

A) EXCEPTION: WHERE A REINFORCING STRAP IS PROVIDED, LOADS

IN EXCESS OF 250# MAY BE SUPPORTED BETWEEN PANEL POINTS

F. DO NOT USE "C" CLAMPS AT JOISTS OR BEAMS.

ROOF OR FLOOR DECK

OPEN WEB STEEL JOIST

HANGER

L 3x3 (MIN.) TYP.

1000# MAX.

FORCE

PIPE

DESIGN AS

COMPRESSION STRUT

M

I N

A B

O V

E

P

I P

E

S U

3/8" PL WELDED

TO PIPE

SCALE : NO SCALE

TYP. HANGER ANCHORAGE W/STEEL

JOISTS PERPENDICULAR TO PIPE RUN

HANGER

PIPE

A

1000# MAX.

FORCE

A

PC WT (SKEWED AD REQ'D)

L 2x2 (MIN.)

3/8" PL (MIN.) WELDED TO PIPE

(APPROX.)

PC WT (SKEWED AS REQD)

CONNECT @ JOIST PANEL

POINTS ONLY

L 3x3 (MIN.) TYP.

(4 REQ'D)

OPEN WEB

STEEL JOIST

SCALE : NO SCALE

TYP. HANGER ANCHORAGE W/JOISTS

PARALLEL TO PIPE RUN

3/8" PL (MIN.)

WELDED TO PIPE

SECTION A - A

ROOF OR

FLOOR DECK

OPEN WEB

STEEL JOIST

HANGER

SUPPORT,

CONNECT

@ PANEL POINT

PANEL POINTS

(TYP)

SCALE : NO SCALE

TYPICAL HANGER SUPPORT

EXISTING STEEL JOIST CONSTRUCTION

P

R

O

H

I

B

I

T

E

D

SUPPLEMENTAL FRAMING

DO NOT ECCENTRICALLY

HANG LOAD FROM JOISTS.

TYPICAL HANGER SUPPORT

@ STEEL JOIST TOP CHORD

SCALE : NO SCALE

TYPICAL HANGER SUPPORT

@ STEEL JOIST BOTTOM CHORD

SCALE : NO SCALE

DO NOT

ECCENTRICALLY

HANG LOAD

FROM JOISTS.

HANG FROM CENTER

LINE OF JOISTS.

NOTES:

SEE DETAILS ELSEWHERE

ON THIS DRAWING FOR

LOAD LIMITATIONS IF NOT

HUNG AT PANEL POINTS.

TYPICAL HANGER TO STEEL JOIST

SCALE : NO SCALE

DO NOT

ECCENTRICALLY

HANG LOAD

FROM JOISTS.

SCALE : NO SCALE

TYPICAL CONCRETE EQUIPMENT PAD

V A

R I E

S

#4@12" O.C.

EACH WAY

SOAK SCARIFIED SLAB FOR

MIN 24 HRS.PRIOR TO PLACING

CONC APPLY LATEX

BONDING AGENT

SCARIFY 1/4" CONCRETE SLAB

PIPE AND INSULATION

INSULATION PROTECTION

SHIELD

HIGH COMPRESSIVE STRENGTH

INSULATION INSERT UNDER SHIELD

WELD PIPE SADDLE SUPPORT

TO PIPE. PROVIDE WATER

TIGHT CONNECTION

SEALANT

8 in

4 in

12 in MIN.

CLAMPING RING

PRE-MOULDING FLEXIBLE PIPE

COUNTER FLASHING

METAL BASE FLASH

WELD PLATE TO PIPE

VARIES

ROOF SURFACE

8 x 8 x 1/3 STEEL PLATE

ROOF SYSTEM INSULATION

AND MEMBRANE

CONCRETE ROOF SLAB

OR STEEL ROOF DECK

SECURE TO ROOF SLAB WITH

(4) DIA. EXPANSION BOLTS

OR WELD TO STEEL DECK

SCALE : NO SCALE

TYPICAL PIPE SUPPORT ON ROOF

CONC. JOIST

HANGER ROD

X

X

O R

M I N

CONCRETE

JOIST CLAMP

(TYP.)

SCALE : NO SCALE

TYPICAL PIPE/DUCT HANGER

TO CONCRETE JOIST

INSERT NUT

HANGER ROD

CONC. STRUCTURE

INSERT W/ ELONGATED

SLOT (TYP.)

DO NOT DISPLACE

BEAM REINF.

SCALE : NO SCALE

TYPICAL PIPE/DUCT

HANGER TO INSERT

ELEVATION

PLAN

PIPE

L 5x3 1/2 (MIN.)

L 5x3 1/2 (MIN.)

L 4x3 (MIN.) x 0'-4" LG.

WELD TO L 5

1000# MAX.

FORCE

5/8" DIA. (MIN.)

EXP. BOLTS

5/8" DIA. (MIN.)

EXP. BOLTS

L 4x3 (MIN.) x 0'-4" LG.

WELD TO L 5

EXTRA HEAVY RISER CLAMP

BOLT TO L 4 & WELD

TO PIPE (TYP.)

SCALE : NO SCALE

TYPICAL PIPE ANCHORAGE

TO VERTICAL WALL

EXTRA HEAVY

RISER CLAMP

5/8" DIA. (MIN.) ADHESIVE

ANCHORS

INTO SLAB (TYP.)

SEE PLANS

CONCRETE SLAB

L 3x3 (MIN.) TYP.

L 2x2 (MIN.) TYP.

PIPE

1000# MAX.

FORCE

SCALE : NO SCALE

TYPICAL PIPE ANCHORAGE

TO CONCRETE SLAB

3/8" PL (MIN.)

CONC. BEAM

M

I N

A B

O V

E

P

I P

E

S U

1000# MAX.

FORCE

L 3x3 (MIN.)

5/8" DIA. (MIN.) ADHESIVE

ANCHORS INTO

BEAM (TYP.)

LOCATE LOWEST

ANCHOR ABOVE

BEAM BOTT.

REINF.

BEAM BOTT. REINF.

DO NOT CUT

BEAM REINF.

PIPE (W/ OR W/O

INSULATION, SEE MECH,)

3/8" PL (TYP)

SCALE : NO SCALE

TYPICAL PIPE ANCHORAGE

TO CONCRETE BEAM

USE ONLY FOR SINGLE 3"

OR LESS PIPE/CONDUIT.

PC WT (SKEWED AS REQD

FOR ANGLE OF DIAGONAL

48"

32" 2L1-1/2x1-1/2x3/16

2L2-1/2x2-1/2x3/16

NOTE:

1. REINF. NOT REQ'D. @ ROOF DRAIN FRAMES.

2. REINF. NOT REQ'D. IF LOAD IS 0'-3" OR LESS

FROM CENTER OF PANEL POINT.

LOAD ON BOTT. CHORD

GREATER THAN 250 POUNDS, BUT LESS

THAN 1000 POUNDS. LOADS OVER 1000 POUNDS

NOT PERMITTED

MAX JOIST

DEPTH

DOUBLE ANGLE

REINFORCING SIZE

LOAD ON TOP CHORD

GREATER THAN

250 POUNDS

NOTE #1

3"3"

NOTE #2

3" 3"NOTE #2

BOTT CHORD

DOUBLE ANGLE REINFORCING

FROM POINT OF LOAD TO

NEAREST PANEL POINT

HANGER

OR CURB

DO NOT WELD

ALONG LENGTH

OF REINF ANGLE

CUT REINF PARALLEL

TO BOTTOM CHORD

AND GRIND

3" PL

P

R

O

H

I

B

I

T

E

D

P

R

O

H

I

B

I

T

E

D

P

R

O

H

I

B

I

T

E

D

HANGER ROD

(LOAD LIMITATIONS APPLY.

SHOWN ELSEWHERE.)

FOR USE ONLY WITH SINGLE

3" OR LESS PIPE/CONDUIT.

FOR MULTIPLE PIPES/CONDUIT

PROVIDE SUPPLEMENTAL

FRAMING.

SUPPLEMENTAL FRAMING

TYPICAL HANGER TO STEEL BEAM

1000# MAX LOAD

ECCENTRIC

HANGER

1000# MAX

REINF STRAP

REINF STRAP

RESTRICTED USE FOR

LOADS OF

REINF STRAP

VERTICAL REINF STRAP

TO PANEL POINT

PROVIDE VERTICAL REINF

STRAP SHOWN ELSEWHERE

ON THIS DRAWING IF NOT AT

PANEL POINT

1000# OR LESS

RESTRICTED USE FOR

LOADS OF 1000# OR LESS

RESTRICTED USE FOR

LOADS OF 1000# OR LESS

RESTRICTED USE FOR

LOADS OF 1000# OR LESS

RESTRICTED USE FOR

LOADS OF 1000# OR LESS

TYP. JOIST REINFORCING STRAP DETAIL

SCALE : NO SCALE

3" MIN EMBED

3/4" CLR

DRILL & EPOXY #4

HOOKED DOWELS @ 24" OC

3" MIN EMBED

6"

(LOADS GREATER

THAN 2000#)

10/11/16 Preliminary (35%) Submittal

11/15/16 CD (65%) Submittal

01/13/17 Pre-Final (95%) Submittal

02/08/17 Final (100%) Submittal

2/7/2017 10:03:45 AM