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<br /> 1. (El COLUMN TO BE REMOVED, �;
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<br /> 2. SHORE BEAM PRIOR TO REMOVING COLUMNS OR FOOTINGS. `�
<br /> SHORING SHALL BE CAPABLE OF SUPPORT A MINIMUM TOTAL 3E
<br /> LOAD OF 10,000LBS. z W
<br /> 7 I 3. (El- STEEL WIDE FLANGE BEAMS, c ES
<br /> / 4. (El- GLU-LAM BEAMS SUPPORTING METAL STUD WALL ABOVE. INI
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<br /> / 5. (El- CMU WALL co
<br /> / 6. (El- OPEN WEB STEEL JOIST.
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<br /> / 7. (N(-HSS 4x4x3/16 COLUMN W o
<br /> 8, (N1-HSS 4x3x1/4 COLUMN o
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<br /> / 9. (El-STEEL STAIR TO BE REMOVED
<br /> 2'-8" 4'-6" , 4'-6" 1'-8"
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<br /> Q 10, (E)-2" DEEP COMPOSITE METAL FLOOR DECK w/ 2-1/2" OF « E
<br /> — — — / _ — CONCRETE TOPPING. TOTAL SLAB THICKNESS = 4-1/2" a Y
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<br /> lelP el / 0
<br /> / I 11. HATCHED AREA REPRESENTS (NI-2" DEEP 22GA TYPE W2 _ 5
<br /> I///////////2 /////i/7-7// y ///////////////////////////7/////////• COMPOSITE METAL FLOOR DECK wl 2-1/2° OF CONCRETE a 2�. ;
<br /> :: ' TOPPING. TOTAL SLAB THICKNESS = 4-1/2". REINF CONC, «
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<br /> i r ` - ::.:.�.:'.•:. ' - ---- TOPPING w/ 6x6-W1,4xW1,4 WWF. FASTEN METAL DECK TO Lull s
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<br /> / . •� _ ��• • ��� � I I I FRAMING PERPENDICULAR TO THE DECK SPAN WITH (3)-112"0 � � �
<br /> / 0 I PUDDLE WELDS PER SHEET TO EA WIDE FLANGE SUPPORT0 ��' W
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<br /> / • .. r ° *6,)1 3 (31#10 TEK SCREWS AT 16GA SUPPORTS. AT o
<br /> AND WITH
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<br /> © SUPPORTS PARALLED TO DECK SPAN PROVIDE 1/2"m PUDDLE '' '�
<br /> / 4�II� -"x' �� 8or9 SIM 1 3 WELDS A2 18" ON CENTER TO WIDE FLANGE BEAMS AND #10 �► W o w z"
<br /> 18"o/c TO 16GA ANGLES, bUTTON PUNCHSID : a
<br /> /R> SEAMS @ / U E
<br /> ° � TEK SCREWS 0 18"
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<br /> � 12. (NJ-C5x6.7 COLUMN_ . _' 13. (E(-HSS 4x4x1/4 COLUMN TO SUPPORT NEW w14x22 BEAM,
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<br /> 14. SHORE CORNER OF LANDING PRIOR TO REMOVING (El SUPPORT
<br /> 0 ATTACHED TO STAIR. �'
<br /> - - - � - 15. (NI 8" THICK CMU WALL BELOW. SEE 2/S5 I' ��EL d.Kps
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<br /> C)/ /I //° AMP' - -,fir ____ ._ .__ _ 7 T �' — A. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS
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<br /> AND ELEVATIONS NOT SHOWN ON THESE PLANS. VERIFY CC 0
<br /> //// ALL DIMENSIONS AND ELEVATIONS SHOWN ON THESE Q© Q /,
<br /> PLANS WITH THE ARCHITECTURAL DRAWINGS. 0 ....
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<br /> 9 E C 0 \ D FLOOR PAMING DEVOLITION PLAN
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<br /> SCALE 1/4” = 1'0" SHEET:
<br /> S3
<br /> K-10-033
<br /> 6816 Evergreen Way B1100-019
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