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. _ _ <br /> PL Y w/ %"� <br /> 2 CAP PL Yx8Yx1 '-6" � � A325 BOLT ' <br /> TOP OF 2S512 2 2 <br /> �� , » � I 6�, <br /> I I <br /> �, <br /> FRAM E -- 2 -4 j j � � �Y <br /> 132'-10%" CAP PL 1/2 5/16 I � 5/16 3/16 � � 3/16 � <br /> W12x30 SIDE PL TO CAP PL Y � i HSS12x8 I I <br /> g � <br /> ( � � 1 2S512 W12 FLG, TYP 3 f 16 W12 j j PL 3/8 I I - <br /> I ' <br /> { I -------------------------- I I <br /> i I i TOP OF I I � � X <br /> \ � : <br /> � � FRAME I N I I I � <br /> j i / PL %4x6"x0'-11 Y2" °° I I �„ I I I <br /> 2-L4x4 <br /> EA SIDE OF W12 I I <br /> PL Y"x6"x1 '-0" I I � � � i 5/16 i 5/16 = <br /> � I i WEB TO 3f16 = I I 5/� 6 I I 1 � <br /> C i I � PL 3/4 HSS12x8 3/16 ----------------------- <br /> � 2S512 � � 3 16 � � I I � � I I � �SPACER PL � <br /> "' � � � � � I � I I E � � � Yx4x0 -4 W� 3/ � <br /> �- PL EA SIDE � � I I j ����� A325 B�LT <br /> 2L 4x4� � � � � <br /> � ONE SIDE i i 3/16 � I OF W12 I I 5/16 � � <br /> OF HSS12x8 i i 5/16 � � I I j j � 6 <br /> ,� <br /> � � 5/16 � I i I I I I 12'-0" AT POSITIONS 1, 2, & 3 x <br /> I I � � � SIDE PL � � 5/16 � � HSS8x8 10'-2" AT POSITION 4 �� LLV3W �;�0" <br /> � � = I I 5/16 TO HSS I 1 � � � / 4 <br /> � � D � i i � � � � A325 BOLT <br /> i � i 2S512 0 � � <br /> ^ NON-SHRINK <br /> � � � � � j j 5f� 6 GROUT ___ N X � <br /> � I I � � x Q <br /> � � � I I STL B M BY I I � <br /> `� � JIB MFR � <br /> �-�- v, o I I <br /> 0 0 = I I <br /> SPACER PLATE AT MID LENGTH OF 2-L4x4 <br /> o Z � I I * AT POSITIONS 1 , 2> & 3 : <br /> `� DETAIL <br /> W m W 5 I I �� , ,� �2� S E CT I 0 �1 � �� D ETA I � �� (3) SPACER PL AT QUARTER POINTS AT <br /> � Q � 5/16 � I � SCALE: 1 -1/2 =1 -0 2S� SCALE: 1 -1/2 =1 -0 2S� SCALE: 1 -1/2 =1 -0 2S� POSITION 4 <br /> � � <br /> � � � ** (2) 5/ � HAS W/ HY-150 EPDXY GROUT AT <br /> � <br /> �- �- � � � � STL CHANNELS POSITIONS 1 , 2, & 3 (5" EMBED) <br /> � � �M N � � E BY JIB MFR (2) % � HAS W/ HIT-HY200 EPDXY AT EXIST SLAB � �,P � <br /> N � �, N � � POSITION 4 (3 Y EMBED). <br /> r �- _ � � 2S512 3 **(2) HILTI HAS . <br /> I I 2� EDGE oF S ECTI O N <br /> C <br /> j I j HSS12x8 HSS 8x8 EXISTING SLAB SCALE: 1 -1/2"-1 '-0" 2�' <br /> � � <br /> I I <br /> I I ---- ----------- I I 12'-0" <br /> I I HSS12x8x�/ PL 3/x7Yx0'-11Y" � � <br /> I I CENTERED ON HSS12x8 I I + + <br /> I I ---- ----------- I I . <br /> I I � I I <br /> i , � ,� � , „ i I � - - - - - - . <br /> 1 0 3 -0 I I � ���� ���� <br /> x I II II I <br /> j j i i ° -_______�_��_ _��_�_=____=- <br /> � + + <br /> � � � � � I II II I <br /> i I � � _ ��'�� ���'� <br /> I I � � � <br /> N j j 5/16 I I 5/16 � � <br /> TOP OF o I I I I I I �, �» �„ <br /> EXIST SLAB � � I � � j EXIST SLAB � � � BASE PL , <br /> SEE NOTE COORD CONN <br /> w/ JIB MFR I I STL BM BY L5x3 <br /> JIB MFR �- . <br /> � <br /> NON-SHRINK PL 3/x14x1 '-6" (TYP) + + ' <br /> i <br /> GROUT (TYP) w/ (4) %"� HILTI HAS .� <br /> w/ HY-150 EPDXY I _ _ _ _ _ _ _ + + <br /> (HIT-HY200 � POS 4 <br /> �, ONLY). EMBED 4" MIN @ <br /> � EA CORNER OF PL w/ + + <br /> � <br /> N 1Y" EDGE DIST. � <br /> N ECTI 0 N S ECTI Q I V �LOCATION OF BR CE CANLBE �������� <br /> � S q � � <br /> � SCALE: 3/4"=1 '-0" 2S504 2S512 SCALE: 1 -1/2"=1 '-0" 2S� EITHER SIDE OF JIB CRANE FRAME) I �q� 0 2 ��j� - <br /> 0 2S51 <br /> � 2S514 � HSS 12x8 ��N�FtAl�O�lS1'�UCYInNCO. <br /> � <br /> � <br /> ------- 8„ 4„ 0 4>, 8„ � , 4„ <br /> o NOTE: <br /> o - <br /> o ------- - <br /> � TOP OF EXIST SLAB. <br /> , <br /> s 117'-9" SOUTH OF GRID 6 � <br /> SCALE: 1 -1/2"=1 '-0" <br /> � 120'-6" NORTH OF GRID 6.5 � A I � <br /> � <br /> � SLOPE FROM 117'-9" TO 120'-6" 2S512 2S512 1 '-0" 6" 0 6" 1 '-0" 2'-0" <br /> � BETWEEN GRIDS 6 & 6.5. --- ---- ---- --- � <br /> � � <br /> 0 <br /> � <br /> N SCALE: 1 "=1 '-0" <br /> � <br /> � . <br /> � STL CHANNELS � <br /> � BY JIB MFR , » „ „ > >' , ,> <br /> � COORD CONN w/ 1 -4 8 0 8 1 -4 2 -8 <br /> c� JIB MFR. <br /> °' 5/16 3-12 f SCALE: 3/4„_� ,_0>, <br /> � <br /> � 5/16 3-12 . <br /> a <br /> � <br /> � <br /> .-- . <br /> � <br /> � <br /> T <br /> � <br /> N <br /> � I\/I — — . <br /> � V I�er er��B <br /> � S ECTI 0 N �� PARTIA� P �AN � <br /> 0 <br /> o SCALE: 1 -1�2"=1 '-0" 2S512 » > » www.brph.com Copyrighto2017 <br /> � � SCALE: 1 =1 -0 2S504 2S512 33301 9th Avenue South, Suite 300 Architects, Engineers, COnStructorS <br /> � 0 2S51 Federal Way Washington 98003-2600 State of Washington <br /> � � 19020 33rd Ave W,Suite 530 <br /> L Certificate of Authorization <br /> (206) 431-z3�� FaX: (206) 431�22'Jr0 Lynnwood,Washington,98036 Architecture No.603235512 • <br /> � 425-921-3500 Engineering No.3137 <br /> ro <br /> � DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE <br /> c SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY JKM 11 01 17 <br /> � �`�xE �F SECTIONS & DETAILS 16335 11/01/17 � <br /> 0 P4 T001. DECK & UTILITY DESIGN - ISSUE FOR CONSTRUCTION (WBS16335) ABAM BEM 11/01/17 1, o� wAs�l'� THIS DESIGN AND/OR LEH�KEo 11 01 17 sHE�r <br /> � � ,�w , G�J' SPECIFICATION IS APPRQVED <br /> � BOE,��� �� °� �� APPROVED BY DEPT. DATE gEM 11 0� �� r�T�E FACTORY TRANSFORMATION - 777X FAMBU SI MODIFICATIONS . <br /> � � r CHECKED 2 S 512 �9 21 - <br /> � w B U I LD I N G 40-�25 JOB N0. COMP N0. <br /> � �� �pRAL�y���'� APPROVED WO 15/2899-921 <br /> ��NAL�� APPROVED DWG N0. <br /> �o/zs/» STRUCTURAL MASTER EVERETT, WA 40-025-2S512-921 <br />