Comm Pool Steel Framing Repair Drawings 1.3.24.pdf

ISSUED FOR BID

NOT FOR

CONSTRUCTION

Project

Project Location

Sheet Name

No. Issued For

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NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR

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DRAWING NOTE: SCALE DEPICTED IS MEANT FOR 11" X 17"

AND WILL SCALE INCORRECTLY IF PRINTED ON ANY

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SME Project No.

Project Manager:

CADD:

Checked By:

Sheet No.

Date:

Designer:

Reviewed By:

Date

307 MAUMEE ST.

TECUMSEH, MI

49286

TECUMSEH

MEMORIAL POOL

ROOF FRAMING

STEEL REPAIRS

G0.1

BID 12-22-23

RCI

RCI

12-22-23

093942.00

NS

NS

GUS

COVER SHEET

SHEET NO. SHEET TITLE

G0.1 COVER SHEET

LIST OF DRAWINGS:

NORTH WALL ROOF FRAMING SECTIONS AND DETAILS

Tecumseh Memorial Pool Roof Framing Steel Repairs Tecumseh, Michigan 49286

N

S

W E

NOT TO SCALE

NOT TO SCALE

LOCATION MAP - MAP VIEW

LOCATION MAP - SATELLITE VIEW

SME

43980 PLYMOUTH OAKS BLVD

PLYMOUTH, MI 48170

734-454-9900

CONTACT: NATE SEXTON, PE

nate.sexton@sme-usa.com

SME PROJECT NO. 093942.00

ENGINEER

TECUMSEH PUBLIC SCHOOLS

307 MAUMEE ST

TECUMSEH, MI 49286

CONTACT: JOSH MATTISON

DIRECTOR OF OPERATIONS

jmattison@tps.k12.mi.us

OWNER / CLIENT

APPLICABLE CODES

SITE

WORK AREA

N

S

W E

EXISTING CONSTRUCTION

1. EXISTING DIMENSIONS AND CONDITIONS SHOWN

ON DRAWING ARE BASED UPON ORIGINAL DESIGN

DRAWINGS AND CURSORY FIELD OBSERVATIONS.

FIELD-MEASURE EXISTING DIMENSIONS PRIOR TO

SHOP DRAWING PREPARATION AND FABRICATION

AND REPORT ANY DISCREPANCIES TO THE

ENGINEER.

2. EXISTING CONSTRUCTION NOT UNDERGOING

ALTERATION SHALL REMAIN UNDISTURBED. WHERE

EXISTING CONSTRUCTION IS DISTURBED, REPAIR OR

REPLACE DISTURBED ITEMS TO THE OWNER'S

SATISFACTION.

3. PROVIDE APPROPRIATE FIRE WATCH DURING FIELD

CUTTING AND WELDING OPERATIONS TO FULLY

PROTECT OWNER'S PROPERTY.

4. REMOVE CORRODED / UNSOUND STEEL FROM

EXISTING STEEL SURFACES TO BE WELDED BY

APPROPRIATE MEANS USING NON DUST

PRODUCING EQUIPMENT.

STRUCTURAL STEEL

1. FABRICATE AND ERECT STRUCTURAL STEEL IN

ACCORDANCE WITH THE AMERICAN INSTITUTE OF

STEEL CONSTRUCTION (AISC) 360, “SPECIFICATION

FOR STRUCTURAL STEEL BUILDINGS”, THE STEEL

CONSTRUCTION MANUAL (FOURTEENTH EDITION),

AND AISC 303, “CODE OF STANDARD PRACTICE FOR

STEEL BUILDINGS AND BRIDGES”.

2. PROVIDE STRUCTURAL STEEL CONFORMING TO THE

FOLLOWING ASTM SPECIFICATIONS, U.N.O:

HSS ASTM A500 GRADE C

STRUCTURAL TEE (WT) ASTM A992

3. ALL STRUCTURAL STEEL SHALL BE HOT-DIPPED

GALVANIZED IN ACCORDANCE WITH ASTM A123.

4. WELDING SHALL BE MADE USING APPROPRIATE

E70XX LOW HYDROGEN ELECTRODES COMPATIBLE

WITH THE STEEL BEING JOINED. WELDERS SHALL BE

QUALIFIED FOR THE TYPE OF WELDING PERFORMED,

IN ACCORDANCE WITH THE “STRUCTURAL WELDING

CODE-STEEL,” AWS D1.1, OF THE AMERICAN

WELDING SOCIETY.

5. WHERE FIELD-WELDING TO EXISTING STRUCTURAL

STEEL IS INDICATED, THOROUGHLY CLEAN ALL

SURFACES TO RECEIVE WELD, REMOVING DUST,

PAINT, DIRT, AND OTHER FOREIGN MATTER IN AREA

OF WORK.

S1.1

2015 MICHIGAN BUILDING CODE

2015 MICHIGAN REHABILITATION CODE

COL

V9

REPAIR SECTION2

SCALE: 11

2" = 1'-0"

EXISTING TYPICAL

NORTH WALL SECTION1

SCALE: 11

2" = 1'-0"

SECTION4

SCALE: 11

2" = 1'-0"

V9

SECTION3

SCALE: 11

2" = 1'-0"

EX C4

EX C12

EX W21

OR W16

EX W10

COLUMN

REFER TO

NOTE A

EX CMU

EX JOIST

EX ROOF DECK

V9

CEILING LINE

RE

FE

R

TO

O

RI

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IN

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TO

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41 4"

VI

F

EX SHIM

PLATE

EX 2∠4x4 JOIST

BEARING

EX ∠31

2x31

FITTED HSS21

2x2x1

4, TYP

EX CMU

TO REMAIN

REMOVE CMU AS

REQUIRED TO INSTALL

WT BEAM SEATS AND

RESTORE CMU TO

ORIGINAL CONDITION

FOLLOWING

INSTALLATION

EX END WEB

- DIAGONAL ∠2x2

WT9x25x41

2" LONG, TYP

REFER TO NOTE A

EX CMU FACE

3/16

HSS

2"41

2"

3/16

3/16 2 3/16 2

WT

NOTE:

CMU NOT

SHOWN

FOR

CLARITY

2"

NOTE B6 PLACES

WT SEAT

CMU TO BE

REMOVED

FOR WT SEAT

INSTALLATION

3' -4

'-0

TO

F F

EL

'-0

5" JO

IS

T

SE

AT

EL 24'-3"

T/EX W21

OR W16

BRG SHOE REINF

REFER TO NOTE B

8" PROJECTED

CMU COL COVER

(12) LOCATIONS

NOTE A

NOTE B:

HSS JOIST BEARING SHOE

REINFORCING REQUIRED

AT ALL (22) JOIST BEARING

LOCATIONS ALONG

COLUMN LINE V9

NOTE A:

WT SEAT REQUIRED

(12) LOCATIONS: BOTH SIDES OF

COLUMN - AT LINES H2 THROUGH H7

AND ONE SIDE AT COLUMN LINES H1

AND H8 ALONG COLUMN LINE V9

ISSUED FOR BID

NOT FOR

CONSTRUCTION

Project

Project Location

Sheet Name

No. Issued For

\\s m e-in c\ pz

\W

IP

\0

2.

\C

AD

\D es ig n Fi le s\

M

AT

\R ev

1\

.0 0-

D

ET

AI

L.

dw g

NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR

CONSENT OF SME

c

DRAWING NOTE: SCALE DEPICTED IS MEANT FOR 11" X 17"

AND WILL SCALE INCORRECTLY IF PRINTED ON ANY

OTHER SIZE MEDIA

PL

O

T D

AT

E:

D ec

2,

- 8

:4 9a m gu s.

ku rd i www.sme-usa.com

SME Project No.

Project Manager:

CADD:

Checked By:

Sheet No.

Date:

Designer:

Reviewed By:

Date

307 MAUMEE ST.

TECUMSEH, MI

49286

TECUMSEH

MEMORIAL POOL

ROOF FRAMING

STEEL REPAIRS

S1.1

BID 12-22-23

RCI

RCI

12-22-23

093942.00

NS

NS

GUS

NORTH WALL ROOF

FRAMING SECTIONS

AND DETAILS