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� <br /> � � <br /> � -'— ' � <br /> � NOTE�= REPLACE CONCRETE SLAB WITH 4000 PSI CONCRETE. REINFORCE WITH WWF 6X6.W2.9XW2.9, � � � N <br /> y COMPACT FINE AGGREGATE FILL TO 95%DRY DENSITY PER ASTM D1557. PLACE FILL IN 8"THICK LAYERS. U '� � � <br /> NEW PIPES OR ELECTRICAL CONDUITS. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR FURTHER INFORMATION. � � � � <br /> 3' COORDINATE WITH ARCHI7ECTURAL DRAWING � � O � <br /> CUT AND DEMO EXISTING SLAB U � � � <br /> SAW CUT St.A6 ON BOTH SIdES OF TRENCH.TAPER CAST CONCRETE SLAB FLUSH WITH EXISTING SLAB ON BOTH Q w w � <br /> SIDES OF CUT 1:12,WIDER AT THE TOP. NOTE 1 SIDES. MANUFACTURED DRAIN BOX ' ' <br /> SUMP ASSEMBLY WITH COVER. �n <br /> DRILL AND GROUT#4 12"ON CAST INTO CONCRETE. <br /> °� CMU WALL DOWELS TO MATCH VERT. �� <br /> Existing Floor Slab � BOTH SIDES OF TRENCH WALL REINFORCEMENT Q <br /> PITCH NEW SLAB � <br /> , SAW CUT EDGE OF EXISTING SLAB ON GRADE TOWARDS DRAIN BOX. <br /> _T, ; _ _ FOR NEW SCRUBBER DUMP DRAIN. � � <br /> �a��;� � ' - - �� Existing Slab on Grade (� <br /> ., ,a � . <br /> - - , � � . r . . _ � <br /> ' — CAST CONCRETE 4"BELOW BOTTOM OF - a `�"� •- -" �"� - - °� �. � �a _� <br /> Q "� ` - ' ' ' 4 .d �:c - -" <br /> — EXISTING SLAB. INFILL ANY UNDERMINED �', `1'�,`S�� �.°,' ° -°°< _ - , - . ° -•�� <br /> - 355 Research Parkway <br /> AREAS OF THE SLAB, DRILL AND GROUT#4 @ 12". —°--=`—'��e - _ <br /> 6"EMBED INTO EXISTING SLAB AND NEW SLAB. � � o z Meriden,CT 06450 <br /> �� _ �, � (203) 630-1406 <br /> NOTE 3 NOTE 2 3 �� C�� � �`'r �Y'� � #4 @ 12",TRANSVERSE (203) 630-2615 Fax 1 <br /> ELEVATION #4 @ 12"LONGITUDINAL <br /> � SLAB PIPE TRENCH DETAIL � SCRUBBER DUMP DETAIL <br /> ��= ��f,g <br /> �= <br /> 1/2" = 1'-0" 1/2" = 1 -0" � � �.��°��>�]"� 7r��/'r.�� <br /> y �J}1�� � / <br /> �" C $� _J"t, J <br /> �r����� ���'4, �' t, ' <br /> �°�,�� �E + <br /> , � �. ��. � .� <br /> � ��� _�_ �� <br /> TITILT-UP PANEL <br /> � ��� � �, <br /> ; ,k �:� <br /> ����� �� . <br /> V,I.F. <br /> � �'�� ���3(��7 �� <br /> ���,,� <br /> M��"�'`` �'*�T,�-S��4�r..�)"�{$�"j�q i.��? . <br /> 4,. '4s > .. Y``3 :� ' • <br /> Existing Wall Panel Joint L4x4x3l8 X 4"LONG ������� �����b='� • <br /> TOP OF WIND COLUMN TO EXTEND TO ��f�� <br /> BOTTOM OF ROOF JOISTS � � �.��� �'���� <br /> �E.._ <br /> HSS 14x6 � � �tr ����Z� y� <br /> .��,, ����„ v� <br /> +� i+ NEW HSS 14x6x318 WIND +I I+ � 518"DIA.HILTI HAS-E RODS FASTENED WITH H1LTI <br /> I � I COLUMN I � I SAW CUT 1"DEEP AT EDGE OF � � HIT•HY 200 ADHESIVE,6•518"MIN. EMBEDMENT. <br /> I I I I AREA TO BE REMOVED PRIOR TO PROVIDE WASHERS WITH STD HOLES ON TOP OF ' <br /> I � (13)PAIRS OF CLIP ANGLES � I CHOPPING OUT SLAB I I ANGLE TABS. <br /> ( � � SEE DETAIL 51S3.01 I I I EXISTING SLAB ON GRADE NEW SLAB ON GRADE.MATCH � I I <br /> � EXISTING SLAB THICKNESS I I <br /> +I I I+ +I II+ SUGGESTED WALL CUTTING SEQUENCE � <br /> 1. INSTALL WIND COLUMNS,INCLUDING CONNECTIONS TO PANEL. � . I I <br /> I � I I � I 2. CUT WALL PANEL OPENINGS. � . - � ' • <br /> I I I o o I I _,° ' .. _ � � 1/4" <br /> I � I M M I I ( DRILL&GROUT #3x12"LONG DOWELS @ 12" I I <br /> I I I I CENTERS-ALL SIDES OF NEW SLA� <br /> +i I+ �_ +I i+ � <br /> I � I I � I � JOINT AT NEW TO EXISTING SLABS ON GRADE � WIND COLUMN TO WALL PANEL CONNECTION <br /> � � CUTOUT NEW 16'H x 9'•0"W ROUGH OPENING FOR AUGER. I � Y �/2�� _ ��-��� `' 3/4�� _ ��-��� W �— ' <br /> ' � I COORDINATE ACTUAL HEIGHT WITH EQUIPMENT SUPPLIER. � I � O <br /> I I N071FY ENGINEER IF OPENING SIZE CHANGES. I I I � � <br /> +I ( I+ Existing Wall Panel +I I+ � O� � <br /> i � l Joint I � i � � Q <br /> I I I I HSS14x6 WIND COLUMN L�! . , <br /> Existing Concrete � <br /> � � � � Wall Panel T . —�r Existing Conc. Panel � W � <br /> I I I CORE DRILL HOLES AT I � I � yp � _ t— <br /> I ( CORNERS OF OPENINGS TO I I � <br /> AVOID OVERCUTS. C/) �j <br /> � <br /> + i � l+ + � i + I ; w <br /> � � � I <br /> o" . <br /> � � r - - - - - - - - - - - - - - - - -� � � � W <br /> � � I � � � � I � � <br /> � � � � I � `� C7 � <br /> I I � I � � ° � ° �- � . <br /> + I �+ I I + i + � -' <br /> I i I i 314"THICK BASE PLATE � <br /> I I � o i I I ° �. '. ' <br /> I � � I � Existing 10'H x <br /> � � � � � � � � 9'W Dock Door g„ � 1 1/2" <br /> I I I � � I I Opening (4)518"DIA.HILTI HAS-E RODS FASTENED WI7H HILTI HIT•HY <br /> 200 ADHESIVE,6-518"MIN.EMBEDMENT. PROVIDE 2.5" <br /> � � � � � � � DIAMETER 1/4"THICK WELDED PLATE WASHERS WITH STD �� <br /> + I I+ I I +I I I + HOLES ON TOP OF BASE PLATE. �� <br /> � <br /> , � � � I � <br /> I I I I WIND COLUMN BASE PLATE PLAN <br /> I I I I 6 „ _ , „ <br /> I � I � � � 3/4 - 1 -0 . <br /> + � + + � + ,� <br /> I I I I �. ' <br /> I � I I � I <br /> II II <br /> II II z <br /> � I � I o � I � . <br /> � + + � + + a- <br /> � o � � <br /> C r <br /> � W � <br /> O ( � I I � I <br /> Q i I1 -0 1'�0'� i z � <br /> �� O <br /> � � � � 9�,��� � � � w <br /> � II I � . <br /> U + I + + I + <br /> U II 6 6 II . <br /> � � � S3.01 S3.01 I � <br /> � � � TIINTERIOR SLAB ON GRADE <br /> �-- Q <br /> � o <br /> d- WIND COLUMN WIND COLUMN +0'•0" � <br /> �` BASE PLATE BASE PLATE <br /> d� <br /> � INSIDE LOOKING OUT p <br /> � z <br /> . <br /> ' � NEW AUGER OPENING EXISTING DOCK DOOR <br /> � <br /> � 3 �� _ � �� <br /> � 3�$ � -� p as gne qpL <br /> � Reviewed: JJ ' <br /> � - <br /> U Scale: As indicated <br /> O � � <br /> � Project No. 1900494 , <br /> � Date: 04/19/2019 <br /> � <br /> � <br /> � <br /> � ' <br /> � <br /> / <br /> L Title: <br /> � , <br /> � STRUCTURAL DETAILS <br /> . � <br /> U <br /> � � <br /> Q <br /> 00 � . <br /> Sheet No. <br /> �' . <br /> � <br /> O <br /> O <br /> � . <br /> o ������ �� �������w� S3 O 1 <br /> � ����'���'���3 ��`.�� ���.��'-� . <br /> , <br /> � <br /> . <br /> �- <br /> O 2017 BL COMPANIES,INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON,FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITfEN PERMISSION OF BL COMPANIES. <br />