ATTACHMENT 2 - NLZG242002 B885 3D Printer Setup DWG S-001.pdf

1. L6X4X3/8 EA SIDE OF WALL. SECURE ANGLES TO

EXISTING WALL WITH 5/16" MIN SCREW ANCHORS

UNTIL ALL WELDING AND GROUTING IS COMPLETE.

2. GRIND WALL TO CLEAR ANGLE FILLET.

TYP

(1/4)

4. IN UNGROUTED WALLS, FULLY GROUT JAMB AND

LINTEL CELLS.

5. 2-1/2" DIA GROUT PORT, WHERE REQ'D TO GROUT

UNGROUTED CELLS.

6. AT UNGROUTED WALLS, INSTALL STEEL ANGLES IN

SEGMENTS TO PERMIT INTERMITTENT GROUTING

MAY BE INSTALLED IN FULL HEIGHT SEGMENTS.

NOTE

REBAR IS ENCOUNTERED, NOTIFY THE ENGINEER.

3. #9 WELDABLE REBAR DOWEL @ 16". WHERE A

FLUSH FINISH IS NOT REQUIRED FOR TRIM WORK

OR FINISHES, WELDED REBAR AND FILLET WELDS

MAY BE SUBSTITUTED WITH A 1" DIA THREADED

ROD AND NUTS.

3 TYP

1/4

TYP 3

1/4

4"

JAMB DETAIL LINTEL DETAIL

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-BOTTOM PLATES SHALL BE WELDED TO THE BEAM WITH 1/4" FILLET WELDS, 3" LONG, BOTH SIDES AT 9" ON

CENTER. STAGGER PLACEMENT OF WELDS FROM SIDE TO SIDE.

-BOTTOM PLATES ON BEAMS SHALL BE 1/2" LESS IN WIDTH THAN THE WALL THICKNESS AND EXTEND FOR THE

FULL LENGTH OF BEAM INCLUDING THE BEARING ENDS, UNLESS NOTED OTHERWISE.

-ALL BEAM LINTELS SHALL HAVE 16" OF SOLID MASONRY BELOW BEARING END, UNLESS NOTED OTHERWISE.

-ALL ANGLE LINTELS SHALL HAVE 8" OF SOLID MASONRY BELOW BEARING END, UNLESS NOTED OTHERWISE.

-ALL LINTELS WITHIN THE EXTERIOR WALL SYSTEM SHALL BE GALVANIZED.

STEEL LINTEL SCHEDULE NOTES:

10'-1" TO 12'-0" W16x26 + 5/16" BOTTOM PLATE 12" 8'-1" TO 10'-0" W8x21 + 5/16" BOTTOM PLATE 8" 7-'1" TO 8'-0" L6x3 1/2x5/16 LLV 8" 5'-7" TO 7'-0" L5x3 1/2x3/8 LLV 8" 4'-1" TO 5'-6" L4x3 1/2x5/16 LLV 6"

4'-0" OR LESS L3 1/2X3 1/2X5/16 6"

MASONRY OPENING MEMBER SIZE(S) BEARING EACH END

STEEL LINTEL SCHEDULE

ALL STEEL EXPOSED TO WEATHER OR DENOTED ON THE DRAWINGS TO BE GALVANIZED SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION, INCLUDING ALL STEEL PARTIALLY EXPOSED TO WEATHER. GALVANIZING SHALL BE REMOVED PER AWS D-19.0, "WELDING ZINC COATED STEEL", PRIOR TO FIELD WELDING. WELDS SHALL BE TOUCHED-UP WITH TWO COATS OF ZINC-RICH PAINT BRUSH APPLIED USING ZRC GALVANIZING COMPOUND OR EQUAL. PROVIDE VENT/DRAINAGE HOLES IN HSS MEMBERS (MINIMUM 3/4Ø, BOTTOM SIDE OF HORIZONTAL

MEMBERS, WITHIN 2" OF BASE FOR VERTICAL MEMBERS) PRIOR TO GALVANIZING.

THE FABRICATOR SHALL SUPPLY LOOSE LINTEL ANGLES OVER ALL MASONRY VENEER OPENINGS AND RECESSES UNLESS OTHERWISE NOTED. LINTELS NOT SCHEDULED ON THE DRAWINGS SHALL CONSIST OF A SINGLE ANGLE WITH A 3 1/2" HORIZONTAL LEG FOR EACH 4" OF WALL THICKNESS. LINTELS SHALL BE SIZED PER THE SCHEDULE

BELOW, UNLESS NOTED OTHERWISE.

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SCALE: 1/4" = 1'-0 '

MULTIDISCIPLINE FLOOR PLAN

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1. VERIFY EXISTING CONDITIONS. COORDINATE THE EXTENT OF DEMOLITION

WORK AND EXISTING WORK TO REMAIN, WITH NEW WORK.

2. EXISTING FLOOR PLANS ARE BASED ON COPIES OF ARCHIVE DRAWINGS

PROVIDED BY THE GOVERNMENT. ACTUAL EXISTING WALL LOCATION/

ASSEMBLY MAY VARY. REPORT DISCREPANCIES, CONFLICTS OR

UNEXPECTED CONDITIONS TO THE CONTRACTING OFFICER.

3. FIRE SEAL ANY PENETRATIONS IN FIRE RATED WALLS. FIRE RATED WALLS

ARE MARKED ON DRAWING SET.

4. VERIFY THE EXACT SIZE AND LOCATION OF ALL OPENINGS PRIOR TO

FABRICATION OF STEEL FRAMING MEMBERS.

5. PROVIDE BEARING PLATES UNDER STEEL BEAMS OF ADEQUATE SIZE TO

KEEP MASONRY BEARING PRESSURE UNDER 125 PSI. STEEL BEAMS AND

GIRDERS SHALL BEAR A MINIMUM OF 8" ON MASONRY, UNLESS NOTED

OTHERWISE.

6. PROVIDE A NON-METALLIC, NON-SHRINK GROUT UNDER ALL COLUMN BASE

PLATES AND BEAM BEARINGS.

7. IN-SERVICE EQUIPMENT SHALL BE PROTECTED FROM CONSTRUCTION

ACTIVITIES AT ALL TIMES.

8. MAINTAIN AN UNOBSTRUCTED EXIT PATH TO THE PRIMARY EXITS FOR THE

DURATION OF CONSTRUCTION.

9. WORK AREA SHALL BE KEPT CLEAN OF DEBRIS AND DUST AT THE END OF

EACH WORK DAY.

GENERAL STRUCTUAL NOTES

SCALE: 1/4" = 1'-0 '

ELECTRICAL PANEL LOCATION

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