3003 W CASINO RD 2018 BLDG 40-56 Plans 2022-11-23

�� -- �� I � HSS COL o � I I � L COL � � I � � I STANDARD BOLTED CONNECTION SCHEDULE "L" � � `� � � w z L�e�--�J � zmo � BEAM NUMBER/ SIZE OF WT WEB WELD SIZE 1T/YP - � o m � �' o � SIZE BOLTS REQUIRED THICKNESS W w ,� o Q � PLAN � v cn z w W12 (3) 7/8" DIA 1/4" 1/4" o � � � � � Q STANDARD BOLTED BEAM CONN SCHEDULE "A� W14 (3) 7/8" DIA �/4" �/4" � � o � � � T, W16 (4) 7/8" DIA 5/16" 1/4�� 4 I I �' z � � BEAM NUMBER & SIZE OF CONN PLATE WELD SIZE „ „ �� I � � � o Tl_�/4 PP . SIZE BOLTS REQUIRED THICKNESS W W18 (4) 7/8 DIA 5/16 1/4 I I W21 (5) 7/8" DIA 3/8" 5/16" PROVIDE CAP PL3/8 I I W10 (2) 7/8" DIA � 4" GA 1/4" 1/4" W24 (6) 7/8" DIA 3/8" 5/16" OL�EN SHERE � � W12 (3) 7/8" DIA 1/4" 1/4" � � � � � � W14 (3) 7/8" DIA 1/4" 1/4" � I � m � � W16 4 7 8" DIA 5 16" 1 4" � J � z m � ) � � � I I o � J � T2_�/4 PP W18 (4) 7/8" DIA 5/16" 1/4" HSS COL I I ~ o � � T2 W 2 1 (5) 7/8" D I A 3/8" 5/1 6" PER PLAN i � � m � � W 2 4 (6) 7/8" D I A 3/8" 5/1 6" � � � � �- NOTE: � ELEi/ATION NOTES: 1 . PROVIDE ERECTION AIDS AS REQUIRED. � 1/4 � 1 . CONNECTION TO WIDE FLANGE COLUMNS IS SIMILAR. WT, TYP 2. * INDICATES USE OF HORIZONTAL SHORT SLOTTED HOLES IN THE PLATE AT COLUMN WT OR CONN PL IF T Y P I C A � H S S C 0� U M N C A P D E T A I L 3 H S S C 0 U M N S P I C E 4 CONNECTIONS ONLY. R E Q D T O S U P P B M 3. SEE 6/S762-2 FOR BEAMS WHERE GIRDER IS OFFSET BELOW DECK. IN OTHER DIRECTION PLAN SCALE: NTS S762-3 S762-3 SCALE; NTS S762-3 � L L L � 1 3 4" 2x BOLT DIA, nP COL CONT OR L COL + + + + + + -�p � SEE 3/S762-3 �/4 nP � WHERE COL ENDS 1 3/4" nP � � � ��2" � � 2x BOLT DIA � N °- — — — GAP N � � � nP � � 1 " DIA HOLES, + + + nP � � W T O R C O N N P L I I IF REQD TO SUPP � � � + nP - - I+ BM IN OTHER DIRECTION � � �� N � �� 1 2" I I CLR � PLAN PLAN PLAN �+ � � + � � � � � + � � _ � — �' + � I I � + �' � L COL + � � � � + HSS OR PIPE COL BASE PLATE SCHEDULE SCHED w COPE FLG WHERE REQD, TYP + � I I � + � � PER PLAN I I COLUMN PLATE SIZE PLATE THICK A� CONN PL SEE SCHED "A" I I I I ( (4) 3/4" DIA J-BOLTS SIZE LxW T NOTE: FOR THK AND SIZE & OF „ I � I BM, SEE PLAN TYP � � � W/ 8" EMBED, TYP, SEE HSS4x4 10"x10" 3/4" „ „ � � GAP � NOTE 1 FOR POST-INSTALLED » » » 1 . 3/4 DIAMETER HILTI HAS RODS, DRILLED AND EPDXIED � DEPTH BOLTS, TYP n'P � � OPTION AT (E) SLAB HSS5x5 12 x12 3/4 WITH HILTI HY-200, MAY BE USED AT EXISTING CONCRETE LOCATIONS. WT & BOLTS, TYP, Y HSS6x6 12 x12 1 SEE SCHED "L" Z � � HSS7x7 13"x13" 1 1/4" � o ' BEAM TO BEAM o � HSS8x8 14"x 14" 1 1/4" C SECTION BEAM TO HSS COLUMN STANDARD BOLTED BEAM CONNECT ONS � K�IIFE PLATE CONNECTION DETAIL 2 TYPICA� BASE PLATE DETAI �-TYPE BP-6 5 SCALE ; NTS MIS139 S762-3 SCALE ; NTS S762-5 S762-3 SCALE; NTS S762-3 S553-3 MIS139 � S762-5 MIS131 � �_.................._....._�......v COORD T/ POST EL W/ HSS POST, SEE PLAN PIPE SUPPORT REQD I I FIELD VERIFY cv � � � � 3/16 (E) SIDING ABOVE � I I (E) W10 r- ANGLE TO PL . N I I - ��---��=� ANGLE TO PL, TYP 3 SIDES, TYP 3/16 ��''' 3/16 � � (E) MTL DECK, - - -- SEE PAN - 8 � € (E) CHANNEL I � WIND �_ �_.._...____.__._____.___.____.___________.______.__..__._____.___.___.._.__.__.._.___......... _._._._.__..___._...__.._...._.______.__._.__�__._...._..____._..�.._._._...____...�.___.......�._.�...._._....._.W_....___.._._...._....._....._........_.__...__.______. ____.___...__.__.__.__.._ GIRT �.�___��_....__._.__..__._______.___..___.___._.__�_.�________.__._._._._.�_.._......_ __ �________.. _.__�__...._. ._._....________..__..____.._._.__.___�._._.____.__._._._._...__...._.._.._____....._.._�_._ ____._._..___.__._.... _ e i �--� _ _._ �_--_ _-� ___ ��----=� , �._____ �___ ___.��____ ___ ___ _ _ _�_________m_�_�__mm_� _______ __ - � r_ �___ �-' i_ L' "--- N L2 1/2 x 1 1/2 x 1/4 x 1 '-0" (LLV) -`---- --_ - � � i W/ (3) 1/4" DIA x 0'-2 1/2" HILTI (E) PRECAST ' � ------�--___ N I I KWIK HUS-EZ ANCHORS C� 1 1/2" END CONC PANEL � � _� �_ PL3/4 EACH SIDE OF 3 SIDES, TYP DISTANCE, 4 1/2" OC SPC � �- SPACER PL1/4x5x0'-5" L2x2xY4 BRIDGING, TYP HSS W/ (2) A325 THRU _� � PL1/4x3x0'-3", TYP BOLTS, FINGER TIGHT, (E) JST PL TO JST W12 PER PLAN PEEN THREADS, IN 3/16 OR BM, TYP 2" VERTICALLY LSH NOTES: � • � � ' • ' 1 . SEE ARCHITECTURAL FOR FINISH REQUIREMENTS FOR EXPOSED STEEL. 2. ANGLE IS ON THE INTERIOR WALL FACE AT GRID CC AND EXTERIOR FACE AT GRID 1 , SEE PLAN. 128 134th Street SW � Suite 200 I �'C S U B M I TTAL Everett. Washington 98204 H S S P O S T C O N N E C T O N 6 W A� T E A T A D D E D D O O R O P E N N G � B R D G I N G D E T A � g P h; 4 2 5 7 4 1—3 8 0 0 SCALE ; NTS S762-5 S762-3 SCALE ; I I/2"=I '-0" S53 5762-3 SCALE ; i "=i '—o" s758 5762-3 O� .3 1 . 1 � www.rei dmi d d le ton.com s�6o �Copyright 2018 Reid Middleton, Inc. � � SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE � ��IAN c ACCEPTABILITY E. PENA 01.31.18 d- �' R CHECKED SECTIONS AND DETAILS W2572915 01 .31 .18 � �'As � THIS DESIGN AND OR - IRC - WBS 2.2.3.3.2 HD VACUUM PUMP RM (B003) W2572915 RMI/PNC 06.30.15 v °� �f� �' � P. CROCKER 01.31.18 SHEET � � �w �� c SPECIFICATION IS APPROVED A IRC-WBS 2.2.3.2.21 •VACUUM FORM (4MC)-RECORD W2572915 RMI PNC 05.20.16 � a,�'��' �, �' E c TITLE IRC - WBS 2.2.3.4.2 LSAM PRINTER INSTALLATION � _ BOE�� `� APPROVED BY DEPT. DATE P. CROCKER 01.31.18 �� '- �� .,c CHECKED � B IRC WBS 2.2.3.1.3 PAINT ROOM W2572915 RMI/PNC 02.01.17 `� � B U I LD I N G 40'05� �' �`' �vw � JOB N0. COMP N0. � � 37358 � k' APPROVED � C IRC - WBS 2.2.3.4.2 LSAM PRINTER INSTALLATION RMI/PNC 01.31.18 �'�,�r�RA� E�`�'`ti�� W2572915 � Ss1oNA� �� \�� APPROVED STRUCTURAL MASTER EVERETT, Wq °wc r,o. �0-056—S762-3