S102.pdf

FIN FLR

0' - 0"

MEZZANIE

12' - 0"

SECOND FLOOR

24' - 0"

1 1.4 2 2.4 3 3.4 4

EXISTING BEAM TO

BE RELOCATED ABOVE

NEW LOCATION OF EXISTING

BEAM BELOW

EXISTING ANGLE

BRACING TO BE

ADJUSTED WHEN

EXISTING BEAM IS

RELOCATED (TYP)

EXISTING BEAM EXISTING BEAM EXISTING BEAM

E X

IS

T

IN

G

C O

LU

M

N

E X

IS

T

IN

G

C O

LU

M

N

E X

IS

T

IN

G

C O

LU

M

N

E X

IS

T

IN

G

C O

LU

M

N

E X

IS

T

IN

G

C O

LU

M

N

E X

IS

T

IN

G

C O

LU

M

N

'-0

'-7

/2

(F

IE

LD

V

E R

IF

Y

2'

-4

/2

LOCATION OF

EXISTING BEAM

FIN FLR

0' - 0"

MEZZANIE

12' - 0"

SECOND FLOOR

24' - 0"

1 1.4 2 2.4 3 3.4 4

EXISTING

2- L3 1/2x3x5/16

(TYP)

EXISTING

2- L3 1/2x2 1/2x5/16

EXISTING W12x40

EXISTING W12x40

EDGE OF EXISTING

OPNG

(+/-) 10'-8" EXISTING OPNG

9'-0 3/4" 12'-0" NEW LOUVER OPNG (CLR)

(+/-) 1"

EDGE OF EXISTING

LOUVER

EXISTING W12x40

LOCATION

ADD TEMPORARY

BRACING DURING

BOILER 2 INSTALLATION

'-0

EXISTING BEAM EXISTING BEAM EXISTING BEAM

E X

IS

T

IN

G

C O

LU

M

N

E X

IS

T

IN

G

C O

LU

M

N

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IS

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IN

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IN

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1'-4"

S102

'-0

2'

-0

12'-0"

EXISTING HSS12X4X1/4

TO SUPPORT COILING

DOOR

ADD TEMPORARY

BRACING DURING

BOILER 2 INSTALLATION

6' -6

NEW HSS12X4X1/4

OVER NEW LOUVER

ADD W12x26 BEAM FOR

TEMPORARY BRACING

DURING BOILER 2

INSTALLATION

ADD TEMPORARY GUSSET

PLATE TO MATCH EXISTING

GUSSET PLATE (TYP)

"A"

SECTION "A" SECTION "B"

"B" H

1' -7

CONT BENT PL1/2"

11"

3"

FIELD VERIFY

WIDTH OF

EXISTING BLOCK

CL HSS & SILL

HSS12x4

EXISTING

WINDOW SILL

EXISTING

WINDOW

GALV PL3/8x9 x 1'-4"

TO SUPPORT

EXISTING BRICK

13'-0"

2"

CONT BENT PL

EA SIDE OF OPNG

ATTACH BENT PL TO EXISTING

MASONRY w/ HILTI HIT HY 20

1/2" DIA THREADED HIT-I INSERT

ANCHORS (3 3/8" EMBEDMENT)

@ EVERY BLOCK. CENTERED ON

EXISTING BLOCK

GALV HSS12x4x1/4

EXISTING BLOCK

1'-4"

3/16

3/16

ADJUST DEPENDING ON

WIDTH OF EXISTING BLOCK

NTS

12'-0" CLR

13'-0"

2"

TME, INC.

No. 178

CO

RP

OR

ATE REG I STRA T

I ON

ARKA NSA S - E NG I NEER

ISSUE DATE:

SHEET NUMBER:

PROJECT NUMBER:

5800 EVERGREEN DRIVE

LITTLE ROCK,

ARKANSAS

72205-1757

Phone: (501) 666-6776 Fax: (501) 663-8888 tme@tmecorp.com

SHEET TITLE:

ENGINEER SEAL

CORPORATE SEAL

MARK DATE DESCRIPTION

1 08/03/12 ADDENDUM #1

Je ffe rs on

L ab or at or ie s F oo d an d

D ru g A dm in is tr at io n

N

C T

R R d Je ffe rs on , A

R

S102

ELEVATIONS AND

DETAILS

06-26-12

FDA-SOI-06-00268

B ui ld in g

B oi le r #2

R ep la ce m en t

BOILER 2 INSTALLATION NOTES:

1. BEFORE BEGINNING STRUCTURAL WORK, THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS AND SHALL NOTIFY THE STRUCTURAL ENGINEER OF RECORD OF ANY CONDITIONS ENCOUNTERED

CONTRADICTORY TO THOSE SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS.

2. EXISTING W12x40 STEEL BEAM AND ANGLE BRACING IS TO BE TEMPORARILY REMOVED IN ORDER TO ACCOMODATE THE BOILER 2 INSTALLATION. THE W12x40 STEEL BEAM AND ANGLE BRACING WILL BE RE-INSTALLED AT THEIR ORIGINAL

POSITION (DEPICTED ON 01/S102) ONCE BOILER 2 IS INSIDE THE BUILDING.

3. BEFORE W12x40 AND ANGLE BRACING IS TEMPORARILY REMOVED BETWEEN GRIDS 2 & 3 THE CONTRACTOR SHALL ADD IDENTICAL BRACING IN ADJACENT BAY BETWEEN GRIDS 1 & 2 (AS SHOWN ON ELEVATION 01). THIS BRACING IS REQUIRED FOR THE OVERALL LATERAL STABILITY OF THE BUILDING. ONCE BOILER 2 HAS BEEN INSTALLED AND ORIGINAL BRACING BETWEEN GRIDS 2 & 3 IS RE-INSTALLED, ONLY THEN IS IT ALLOWABLE TO REMOVE BRACING

BETWEEN GRIDS 1 & 2.

4. CONTRACTOR TO PROVIDE TEMPORARY BRACING TO COMPENSATE FOR THE REMOVAL OF EXISTING BEAMS DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY BRACING AND/OR SHORING OF THE STRUCTURE DURING CONSTRUCTION. THE STRUCTURE IS NOT STABLE UNTIL ALL ELEMENTS ARE CONNECTED IN PLACE. THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, FORMWORK, SHORING, TEMPORARY SUPPORTS, ETC. AND THE MEANS, METHODS, TECHNIQUES AND SEQUENCE OF CONSTRUCTION ARE SOLE

RESPONIBILITY OF THE CONTRACTOR.

5. THE STRUCTURAL ENGINEER OF RECORD WILL REVIEW THE EXISTING BEAMS AND DECIDE IF IT IS ACCEPTABLE FOR THE EXISTING BEAMS TO BE CONNECTED BACK TO THE EXISTING COLUMNS BEFORE THE LOUVER OPENING IS INSTALLED. IF THE EXISTING W12X40 BEAM & ANGLE BRACING ARE DEEMED UNUSABLE NEW BEAMS WILL HAVE TO BE FABRICATED & ERECTED TO REPLACE THE EXISTING BEAMS. CONTRACTOR SHALL PROVIDE PRICING FOR NEW

STEEL MEMBERS IN THE BASE BID.

6. IF NEW STEEL BEAMS ARE REQUIRED (SEE NOTE 5 ABOVE) WIDE FLANGE SHAPES SHALL BE ASTM A992 GRADE 50.

ALL OTHER MISCELLANEOUS STEEL SHALL BE ASTM A36 UNLESS NOTED OTHERWISE.

7. ALL STRUCTURAL BOLTS CONNECTING STRUCTURAL STEEL SHALL BE ASTM A325 TYPE 1 WITH THREADS ALLOWED IN

THE SHEAR PLANE.

8. CONTRACTOR TO TEMPORARILY BRACE MASONRY WALL ONCE W12x40 IS MOVED FROM ORIGINAL LOCATION.

(BRACE WALL AT ORIGINAL W12x40 LOCATION) MASONRY WALL IS TO BRACED UNTIL W12x40 IS RELOCATED AND LATERAL TIES ARE PROVIDED TO BRACE MASONRY BACK TO W12x40. LATERAL TIES TO CONSIST OF BENT PL1/4x4 x 0'-7" (LLH) THAT IS WELDED TO BOTTOM FLANGE OF EXISTING BEAM AND ATTACHED TO EXISTING MASONRY w/ HILTI HY20 1/2" DIA THREADED HIT-1 INSERT ANCHORS (3 3/8" EMBEDMENT) TO MATCH EXISTING

LATERAL TIE SPACING.

9. CONTRACTOR TO REPLACE RIVET CONNECTIONS AT EXISTING BRACING LOCATIONS WITH SLIP CRITICAL BOLTS.

SIZE OF BOLT TO MATCH EXISTING BOLT HOLE SIZE.

BOILER 2 INSTALLATION

1/4" = 1'-0"

02 FRAMING ELEVATION ALONG GRID G

BOILER 2 INSTALLATION

1/4" = 1'-0"

01 FRAMING ELEVATION ALONG GRID H

FRAMING ALONG GRID G NOTES:

1. BEFORE BEGINNING STRUCTURAL WORK, THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS AND SHALL NOTIFY THE STRUCTURAL ENGINEER OF RECORD OF ANY CONDITIONS ENCOUNTERED

CONTRADICTORY TO THOSE SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS.

2. EXISTING LOW BEAMS AT ELEVATION (+/-)12'-7 1/2" (FIELD VERIFY) ARE TO BE RELOCATED IN ORDER TO ACCOMODATE

NEW OPENING FOR BOILER 2 INSTALLATION.

3. SET BOTTOM OF BEAMS 2'-0" ABOVE NEW OPENING.

4. ADJUST ANGLE BRACING AS REQUIRED TO FIT NEW BRACING ALIGNMENT.

5. CONTRACTOR TO PROVIDE TEMPORARY BRACING TO COMPENSATE FOR THE REMOVAL OF EXISTING BEAMS DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY BRACING AND/OR SHORING OF THE STRUCTURE DURING CONSTRUCTION. THE STRUCTURE IS NOT STABLE UNTIL ALL ELEMENTS ARE CONNECTED IN PLACE. THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, FORMWORK, SHORING, TEMPORARY SUPPORTS, ETC. AND THE MEANS, METHODS, TECHNIQUES AND SEQUENCE OF CONSTRUCTION ARE SOLE

RESPONIBILITY OF THE CONTRACTOR.

6. THE STRUCTURAL ENGINEER OF RECORD WILL REVIEW THE EXISTING BEAMS AND DECIDE IF IT IS ACCEPTABLE FOR THE EXISTING BEAMS TO BE CONNECTED BACK TO THE EXISTING COLUMNS BEFORE THE LOUVER OPENING IS INSTALLED. IF THE EXISTING W12X40 BEAM & ANGLE BRACING ARE DEEMED UNUSABLE NEW BEAMS WILL HAVE TO BE FABRICATED & ERECTED TO REPLACE THE EXISTING BEAMS. CONTRACTOR SHALL PROVIDE PRICING FOR NEW

STEEL MEMBERS IN THE BASE BID.

7. IF NEW STEEL BEAMS ARE REQUIRED (SEE NOTE 6 ABOVE) WIDE FLANGE SHAPES SHALL BE ASTM A992 GRADE 50.

ALL OTHER MISCELLANEOUS STEEL SHALL BE ASTM A36 UNLESS NOTED OTHERWISE.

8. ALL STRUCTURAL BOLTS CONNECTING STRUCTURAL STEEL SHALL BE ASTM A325 TYPE 1 WITH THREADS ALLOWED IN

THE SHEAR PLANE.

1" = 1'-0"

3 DETAIL AT MASONRY WALL SUPPORT

BID SET