3003 W CASINO RD 2017 BLDG 40-56 Plans 2022-11-23

�� I HSS COL Z � I � , 0 L COL Wo � I I � � STANDARD BOLTED CONNECTION SCHEDULE "L" -� � w z �-�---�-� � Zmo � 1/2" � c� BEAM NUMBER/ SIZE OF WT WEB WELD SIZE Np � o m � z o � PLAN S I Z E B O L T S R E Q U I R E D T H I C K N E S S W ,.,., J v o z � S T A N D A R D B O L T E D B E A M C O N N S C H E D U L E "A" w�2 (3) 7/8" D I A �/4" �/4" � � J � � Q W14 (3) 7/8" DIA 1/4" 1/4" � �- o °- � � � T� " BEAM NUMBER & SIZE OF CONN PLATE WELD SIZE „ „ „ I I � �- � o SIZE BOLTS REQUIRED THICKNESS W W16 (4) 7/8 DIA 5/16 1/4 ��4 � � � � z � `� . o PP W 18 (4) 7/8" DIA 5/16" 1/4" � � cn T�-1/4 C8 OR W10 (2) 7/8" DIA � 4" GA 1/4" 1/4" PROVIDE CAP PL3/8 I I ° W10 (2) 7/8" DIA � 4" GA 1/4" 1/4" W21 (5) 7/8" DIA 3/8" 5/16" � LOC WHERE I I W12 (3) 7/8" DIA 1/4" 1/4" W24 (6) 7/8" DIA 3/8" 5/16" COL ENDS j j m o � � " W14 (3) 7/8" DIA 1/4" 1/4" � � � � � z CO PP W 16 4 7 8" DIA 5 16" 1 4" � I � � `�' � T2-1/4 � � ) � � � i i � � o � 2 . W 18 (4) 7/8" DIA 5/16" 1/4" I I o � c� � T W21 (5) 7/8" DIA 3/8" 5/16" HSS COL I I o � o W24 (6) 7/8" DIA 3/8" 5/16" PER PLAN � I � ;�`, m � z I I d- cn �- NOTE: � � ELEVATION � — — — — 1 . PROVIDE ERECTION AIDS NOTES: AS REQUIRED. . ��4 , 1 . CONNECTION TO WIDE FLANGE COLUMNS IS SIMILAR. WT, TYP 2. * INDICATES USE OF HORIZONTAL SHORT SLOTfED HOLES IN THE PLATE AT COLUMN WT OR CONN PL IF T Y P I C A L H S S C O � U M N C A P D E T A I � 3 H S S C O � U M N S P L I C E 4 CONNECTIONS ONLY. REQD TO SUPP BM � 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 ` 4. ALL BOLTS ASTM A325. � � L L ��' 1 3 4" 2x BOLT DIA, TYP COL CONT OR L COL + + + + + + TYP I SEE 3/S762-3 �/4 nP . � WHERE COL ENDS 1 3/4" TYP _ � � � 1/2" � � 2x BOLT DIA � N � — - — — GAP �`' � TYP � 1 " DIA HOLES, . �P � � WT OR CONN PL i � i � �P ^ + + + � IF REQD TO SUPP � + - ' _ � �+ BM IN OTHER DIRECTION � � �� N � �� r � �� 2'� � I I � CLR �+ � o + � I � � + � o PLAN PLAN PLAN ` ;�_$� � +- `�' � + � I I � + � � L COL + I � � I + HSS OR PIPE COL � SCHED w COPE FLG WHERE REQD, TYP + � I � � + � � PER PLAN BASE PLATE SCHEDULE COLUMN PLATE SIZE PLATE THICK ��A» � � � I � (4) 3/4" DIA J—BOLTS SIZE LxW T NOTE: CONN PL SEE SCHED "A" I I FOR THK AND SIZE & OF „ � � � BM, SEE PLAN TYP �— � � W/ 8" EMBED, TYP, SEE HSS4x4 10"x10" 3/4" „ „ � BOLTS, TYP # � �P P � NOTE 1 FOR POST—INSTALLED HSS5x5 12"x12" 3/4" 1 . 3/4 DIAMETER HILTI HAS RODS, DRILLED AND EPDXIED 8 DEPTH � I I WT & BOLTS, TYP, z OPTION AT (E) SLAB „ „ „ WITH HILTI HY-200, MAY BE USED AT EXISTING CONCRETE LOCATIONS. SEE SCHED "L" � HSS6x6 12 x12 1 c= � � HSS7x7 13"x13" 1 1/4" � - io � BEAM TO BEAM o � HSS8x8 14"x 14" 1 1/4" A � . SECTION BEAM TO HSS CO � UMN � STANDARD BO� TED BEAM CO�INE�T ONS � KNIFE P �ATE CONNECT ON DETA L 2 TYPICAL BASE PLATE DETA �-TYPE BP-6 5 .� SCALE ; NTS MIS139 S762-3 SCALE ; NTS S762-5 S762-3 SCALE : NTS S762-3 S553-3 MIS139 , S762-5 W...`.._.._�....... Y�,.�_V.. . COORD T/ POST EL W/ HSS POST, SEE PLAN PIPE SUPPORT REQD ; N i � FIELD VERIFY � 3/16 (E) SIDING ABOVE \ I I (E) W10 � �, � ANGLE TO PL N � � _ �'.�--�- ...�-.�--.:�4 ANGLE TO PL, TYP 3/16 (3) SIDES, TYP 3/�6 (E) MTL DECK, ' - - -- SEE PAN — 8 � � ; (E) CHANNEL � . � • � , _ . � � ; f I ; WINDGIRT r�__________________________________________________________ _______ ; ... ......... ................................................. ... .. ........................................... .....................................................::� , ...................................... ....................................... .......... . .. � ........ .................................................. .. .._ .............................. ................. . .................. _ 8 � , € ,...................................... ...._......................................................................................................................................................------............... . .....,; � ......... ........................................................................ .............................. .................... ................_......... ... ... ...E `' `;E lr._ ----__ i i N L2 1/2 x 1 1/2 x 1/4 x 1 ,_0„ (LLV) E ` -'------_ - � � ° ; " ___ � j W/ (3) 1/4" DIA x 0'-2 1/2" HILTI ! � (E) PRECAST ' � '- -______ _ __ � ; : _ ____ . "' I I KWIK HUS-EZ ANCHORS � 1 1/2" END ` E CONC PANEL % � _� C_ I SS U E D FO R P E RM IT PL3/4 EACH SIDE OF 3 SIDES, TYP DISTANCE, 4 1/2" OC SPC i ` �`�-ry----- SPACER PL1/4x5x0'-5" L2x2xY4 BRIDGING, TYP ; ; 07. 13. 17 HSS W/ (2) A325 THRU .....:................f� `... PL1/4x3x0'-3", TYP ..............�. . �� PL TO JST BOLTS, FINGER TIGHT, (E) 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. 728 134th Street SW � Suite 200 � Everett. Washington 98204 HSS POST CONNECT ON 6 WALL T I E AT ADDED DOOR OPEN I NG � BR I DG I NG DETA L g Ph: 425 741-3800 � SCALE ; NTS S762-5 S762-3 SCALE : I I/2"=I '-0" " ' " www.reidmiddleton.com • S760 S762-3 SCALE ; � _� —o S758 S762-3 o Co ri ht 2017 Reid Middleton, Inc. M PY 9 � � . SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE � � ��-IAN C�, ACCEPTABILITY E. PENA 07.13.17 W2572915 A 07.13.17 � - IRC - WBS 2.2.3.3.2 HD VACUUM PUMP RM (B003) W2572915 RMI/PNC 06.30.15 �o� �vAsql ��, THIS DESIGN AND/OR CHECKED TYPICAL SECTIONS AND DETAILS � � ,�w i`�`�� `�'G� SPECIFICATION IS APPROVED P. CROCKER 07.13.17 SHEET M A IRC - WBS 2.2.3.1.4 INTEGF��TED PAINT FACILITY W2572915 RMI PNC 07.13.17 � g�h ` '"'' �' ENGINEER TITLE o BOE�� `" APPROVED BY DEPT. DATE P. CROCKER 07.13.17 IRC — WBS 2.2.3.1 .4 INTEGRATED PAINT FACILITY � � ' CHECKED S 7 6 2 3 � co �� '�� APPROVED B U I L D I N G 40-056 JOB N0. COMP N0. � M � ��. sis3a �� w W2572915 � � 1 � w ��`�l NAL��'�7�� APPROVED STRUCTURAL MASTER EVERETT, Wq owc No. 40-056-S762-3 . ;_a,