S102.pdf

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EXISTING BEAM TO

BE RELOCATED ABOVE

NEW LOCATION OF EXISTING

BEAM BELOW

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

12'-0" NEW OPNG

(+/-) 1"

ORIGINAL W12x40

LOCATION

NEW LOCATION FOR EXISTING W12x40

EXISTING BEAM EXISTING BEAM EXISTING BEAM

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S102

1'-4"

"A"

SECTION "A" SECTION "B"

"B" H

1' -7

CONT BENT PL1/2"

11"

3"

FIELD VERIFY

WIDTH OF

EXISTING BLOCK

CL HSS & SILL

HSS12x4x1/4

EXISTING

WINDOW SILL

EXISTING

WINDOW

PL3/8x9 x 1'-4"

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

HSS12x4x1/4

EXISTING BLOCK

1'-4"

3/16

3/16

ADJUST DEPENDING ON

WIDTH OF EXISTING BLOCK

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

S102

ELEVATIONS AND DETAILS

03-24-14

01-13-0018

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CONSTRUCTION

DOCUMENT

BOILER 3 INSTALLATION NOTES:

1. BEFORE BEGINNING STRUCTURAL WORK, THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDIITONS 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 IS TO BE RELOCATED IN ORDER TO ACCOMODATE NEW OPENING

FOR THE BOILER 3 INSTALLATION.

3. THE NEW LOCATION OF THE BEAM IS SHOWN ON ELEVATION 01/S102.

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 DOOR OPENING IS INSTALLED. IF THE EXISTING W12X40 BEAM IS DEEMED UNUSABLE NEW BEAM WILL HAVE TO BE FABRICATED & ERECTED TO REPLACE THE EXISTING BEAM. CONTRACTOR SHALL PROVIDE PRICING FOR NEW 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.

BOILER 3 INSTALLATION

1/4" = 1'-0"

02 FRAMING ELEVATION ALONG GRID G

BOILER 3 INSTALLATION

1/4" = 1'-0"

01 FRAMING ELEVATION ALONG GRID H

FRAMING ALONG GRID G:

1. BEFORE BEGINNING STRUCTURAL WORK, THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDIITONS 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 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 DOOR 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 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"

03 DETAIL AT MASONRY WALL SUPPORT