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� . <br /> i <br /> ,� <br /> � <br /> (6)%4"fd A325-N W/WASHERS. <br /> FINGER TIGHTEN NUTS AND <br /> PEEN THREADS FOR SLIP <br /> (6)�4„Q1 A325-N . <br /> � � <br /> FOR SLAB REINF. SEE PLAN (6)�/8"Q1 A490-N TYP. � „ �� <br /> PL/Z x12 <br /> FOR SLAB REINF. SEE DETAIL 1/S502-18 <br /> � SEE DETAIL 1/S502-18 1l4 3-12 4° — <br /> U <br /> ��� CL . L6x3�x%6 EA. <br /> POUR STOP BY METAL TO HK SIDE OF WEB — <br /> Q � DECK SUPPLIER �; a I � I rI I I I I <br /> �j a � � � � a 4 Q � � � � � � � ��� <br /> 3° � � J <br /> MIN. 3/$"CONT. BENT PL <br /> SEE PLAN FOR � <br /> ADD'L BARS <br /> 1/4 3-12 I <br /> %" PL <br /> �s/s"x1 %8"LONG (3)3/a"fTJ A325-N <br /> SLOTTED HOLES 2 @ 3" <br /> ERECTION SEAT <br /> �1�� <br /> 3116 <br /> 2 <br /> SEE PLAN <br /> SECTION A SECTION B SECTION � <br /> � SECTION p <br /> SCALE:1"= 1'-0" S502-2 S502-15 SCALE:1"= 1'-0" S502-2 S502-15 S502-15 S502-15 S502-3 S502-15 <br /> SCALE:1" = 1'-0" SCALE:1"= 1'-0" <br /> S502-3 S502-3 <br /> S502-4 S502-4 <br /> (I <br /> I I <br /> I) <br /> 1/4 <br /> II . <br /> II (3)#4 CONT.T&B <br /> (6)7/8" DIA. I 5'-0" (4)3/4" DIA A325-N <br /> A490-N I 3/8"STIFFENER E.S. � SILL PLATE BY ELEVATOR <br /> FOR BEAM, SEE PLAN FOR SLAB REINF. MANUFACTURER <br /> (CONNECT BEAM TO SEE DETAIL 1/S502-18 � <br /> STIFFENER, O.S. � <br /> PL Yz"x12° I FOR SLAB REINF. #4 @ 6"O.C.,T. ) � <br /> _ I SEE DETAIL 1/S502-1 � � M�� L5x5x1/2 CONT.*AT <br /> (3)%4"QJ A325-N �}[ � 3"CLR. <br /> ELEVATOR DOOR OPENING <br /> I � M�� 4 I I � ° a � a a a <br /> HOOK � <br /> I I ( I NOTE: „ ----- <br /> I I ( FOR BRACING ° a , ;� a ` � v EDGE FORM BY METAL ' <br /> CONNECTION NOT a DECK SUPPLIER ��� #4 @ 12"O.C. 1/2" DIA.x 4"LG. <br /> I II SHOWN SEE <br /> ' T&B H.S. @ 12"O.C. <br /> �I SHEET S502-5 �� SEE PLAN FOR <br /> 3/16 ADD'L BARS <br /> I( (2)%a°Q1 A325-N <br /> � � PL 3/4x10x1'-0" <br /> 2° 2° <br /> II /8 PL 3/16 3116 1/4 * L=9'-6"CENTERED <br /> � FOR POST, SEE PLAN ( ON OPENING <br /> ' 1/4 �I � <br /> � <br /> � � <br /> ( SEE PLAN . <br /> SECTION E SECTION F SECTION <br /> � SECTION AT ELEVATOR SILL H <br /> SCALE:1"= 1'-0" S502-3 S502-15 SCALE:1" = 1'-0" S502-2 S502-15 _ S502-2 S502-15 <br /> SCALE:1"— 1'-0" SCALE:1" = 1'-0" S502-2 S502-15 <br /> S502-3 S502-3 <br /> S502-4 <br /> II — — <br /> 1/4 O <br /> (4)�/8'�Q1 A490-N r � <br /> T&B FLANGE II L,3x3�4 DECK 5/16 <br /> I PLY2"x12"T&B FLANGE �I SUPPORT, TYP. I — <br /> h _I STANDARD SHEAR <br /> I I CONNECTION. SEE <br /> ( I 1" EXPANSION JOINT PLAN FOR REACTION <br /> MATERIAL ALL <br /> � AROUND COLUMN I <br /> �= _ _ _ = — � ( I �. <br /> I PL%z"x13 Ye"T&B FLANGE <br /> 1l4 I� I <br /> (6)1"fI�A490-N T&B <br /> FLANGE <br /> ► �� � <br /> STANDARD SHEAR 502-1 I <br /> CONNECTION. SEE II I , <br /> PLAN FOR REACTION I) <br /> FOR BRACED FRAMES NOT SHOWN SEE SHEET S502-5 NOTE: O oF� B�� �9 <br /> NOTE: FOR BRACED FRAMES NOT SHOWN, SEE SHEET S502-5 Q "9 <br /> � �\ � /y vO <br /> DETAIL � DETAIL 2 DETAIL 3 °a�� �� W? ' `'o � <br /> SCALE:1"= 1'-0" S502-2 S502-15 SCALE:1"= 1'-0° S502-2 S502-15 SCALE:1" = 1'-0" S502-4 S502-2 S502-15 �, <br /> S502-3 S502-3 S502-4a 5502-3 �''�W�''�•brph.com Copyright o2017 � � 184 ��� ��, �' 6" � ' 2' 3� <br /> sso2-a sso2-4 Architects, Engineers�atCoWstru�ctors �<`'ss��AL ��G��`� Q <br /> 19020 33rd Ave W,Suite 530 1 " = 1 �—0» N <br /> Certificate of Authorization <br /> Lynnwood,Washington,98036 Architecture No.603235512 David P. Bolawo der � <br /> 425-921-3500 E n g i n e e r i n g N o.3 1 3 7 W A P E 2 8 1 8 4� o <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBO� DATE a, <br /> oF wnsy� ACCEPTABILITY CLP 09 20 16 0 <br /> 0 ISSUE FOR CONSTRUCTION CLP AHM 12/22/15 ,�P�� "�ro TNIS DESIGN AND/OR � TOOLING DETAILS W2548317 2 09/20/16 \ <br /> y � SPECIFICATION IS APPROVED AHM 09 20 16 SHEET '`� <br /> 1 REVISIpN — RELEASE 38 (PANEL PAINT) CLP AHM O3/OH/�6 � BRPHARCHITECTS TITLE � <br /> - BOE,�� ENciNeeRsiNc. APPROVED BY DEPT. DATE DPB O9 20 16 BOEING 777X CWC BUILDING <br /> 2 REVISION — RELEASE 52 (PANEL PAINT) CLP AHM O9�Z0�1 f> CHECKED S�O� 1 � � <br /> N0.3137 <br /> � �, �, BUILDING40 058 Y <br /> U <br /> P, o APPROVED � JOB N0. COMP N0. M <br /> c9rF aF nu����`��P APPROVED DWG N0. � <br /> STRUCTURAL MASTER EVERETT, WA 40-058—S502-15 <br />