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�L WT �L BM �L BM
<br /> � i P�" W� �3) �4:�� i
<br /> 9" OPNG 1 » �y„ BOLTS � „ ly„
<br /> TYP PER MECH
<br /> CONC OVER � CONC OVER CONC OVER CONC OVER METAL CONC OVER P��� W/ (2) ���� -
<br /> METAL DECK METAL DECK METAL DECK � DECK METAL QECK BOLTS �
<br /> � � - - � �-- - -- � � � -- °
<br /> �-- -�= �"f--- ---------- -
<br /> — L —— ����'r�n n_ ,��'��_���L���� Y r-
<br /> �— � — �-��-1��1.J��� � — _ � .
<br /> � - .
<br /> Y"� EXP ANCHOR � � Y2"� EXP ANCHOR C� � . � � � � �
<br /> WT9 WT9 18" OC STAGGERED, �� 18" OC STAGGERED, . '�' '� �
<br /> 1 MIN
<br /> ' SUPPLY AIR GRILLE PER ��� EMBED, SEE �" EMBED, SEE , �
<br /> ( MECH, NOTCH AS REQD NOTE 1 NOTE 1 � �- WT PER PLAN
<br /> WHERE WT OCCURS SEE NOTE 1 ._
<br /> �— � W14 PER PLAN (E) BM PER PLAN i 5 SEE NOTE �1 � BM PER PLAN i / '
<br /> 5 6 SEE NOTE 1 js . .
<br /> �g 5
<br /> NOTE: NOTE: NOTE: NOTE:
<br /> 1 . EXPANSION ANCHORS TO BE INSTALLED 1. EXPANSION ANCHORS TO BE INSTALLED 1 . EXPANSION ANCHORS NOT SHOWN FOR CLARITY. 1 . EXPANSION ANCHORS NOT SHOWN FOR CLARITY. r �
<br /> CENTERED ON BOTTOM OF DECK FLUTE. CENTERED ON BOTTOM OF DECK FLUTE.
<br /> WF BEAN1
<br /> sECTloI� AT QPE�IING A TO DECK ATTA� HMENT B WF To E BEAM Co �I �IECTION c WT To W� cO �INECTION � -
<br /> SCALE: 3/4"=1 '-0" S461 S570 SCALE: 3/4"=1 '-0" " ' " "- '- "
<br /> S461 S570 SCALE: 3 j4 =1 -Q S461 S570 SCALE: 3/4 -1 0 S471 S570
<br /> F GRATING G GRATING TO MATCH EXISTING.
<br /> (E) 30"Wx34"D S57Q OPNG PER MECH �E) CONDUIT S570 „ 3 SEE 145-003-1003-S51 . PL%"x�"x1 '-7" EA SIDE W ��
<br /> CONC BM, VIF ___� TO REMAIN (E) 14 SLAB �� L HSS WF (N) SLAB OPNG NOTCH SLAB FOR 3 �� /
<br /> -�-- ----- ----- — — � / (6) / � F1554 GR 105 -
<br /> � 1 !, GRATING BEARING, THREADED RODS, TYP
<br /> � � - --�j� � H , (E) 14 SLAB ,!__-.,\ (2) SIDES TYP
<br /> _- __
<br /> � `" -S570- �
<br /> I � I o 2 - � � \ �-�—� — _ - — (�L WF L WF �L HSS :
<br /> I HSS POST, TYP N � _ �� a �— — S570 \ � t,,_� ,-'� �a ?� � � � ,
<br /> � HSS BM � I O O O �J �--' _= � � �,
<br /> � _ � — — � I � % �'� � „ ,
<br /> � !� — — -- ____ _ ° — �~� � —
<br /> I � -- �— �� � i r `�,.� 7 r �
<br /> � I I o I i o 0 0 0 � i ,
<br /> � HSS8x6 LLV,
<br /> ` ` ) � � L 4x 4x 8x 0,-7» W/ (2) 5/"� � i i S E E P L A N "
<br /> 1 -------- --�--�'� ---=J— -_ , ___ � _ _ WALL PENETRATION, EXP ANCHOR C� 4" OC, i i i i HSS8x6x% LLV W/ CAP � �� �p i i
<br /> W18 PER PLAN -� -- -- -- _ _ SEE MECH EMBED �", CENTER ON � i � i i 2� 2" PL AROUND PERIMETER � y» � � i � i HSS4x4 BLW,
<br /> S570 HSS4x4 STUBS � � � � OF SLAB OPNG, TYP � \ �, � � SEE PLAN
<br /> DUCT, SEE MECH is i i i i � 3�" = i �
<br /> �P 5 HSS4x4x% AT ENDS � » -�_ ---- �r-,� .
<br /> �6 OF HORIZ HSS6x6, CONC BM BEYOND � i —� __ _ �-i-J
<br /> MIN --
<br /> TYP, (4) TOTAL /6 3 �� .�,P
<br /> �P �6 51 s T`(p 3/ _ TYP
<br /> MIN /s .
<br /> (E) 8" CONC WALL 3/" STIF PL EA SIDE OPNG IN CONC CAP PLY4" y
<br /> (E) SLAB ON GRADE AT HSS STUB, TYP WALL, SEE MECH TYP
<br /> W18 PER PLAN
<br /> FRAM I f� G S ECTI 0 N
<br /> FLOOR SE�TION E FRAMI �IG SECTION F AT WALL OPEI� ING � HSS FRAMI �IG SECTION H �
<br /> SCALE: 3/8"=1'-Q" S461 S570 SCALE: 3/4"=1'-0" S570 SCALE: 3/4"=1 '-0" 5�70 SCALE: 3/4"=1 '-0" '
<br /> � � S570
<br /> KICK P�"x0'-4"xAS REQD •
<br /> F�TYP AT L6x4 HORIZ TYP, CHIP OUT (E) TOPPING �
<br /> LEG SEE 3 S570 TO FIT FLUSH TO FIN FLR
<br /> (E) TOPPING ( , )
<br /> (E) 3Q"Wx34"D (E) 14" SLAB CONT L6x4� LLV AT GRATING
<br /> CONC BM, VIF - - — — — CUT/CHIP DOWN SLAB, SET BEARING, EXTEND HORIZ LEG 4"
<br /> —�__ ANGLES FLUSH IN GROUT EA END TO WELD TO Y" KICK PL
<br /> %"xl '-4"W (MIN} BENT P� ^��- �--___,___ �------�- BED, PATCH AND TROWEL ,
<br /> AROUND BOTTOM OF CONC 3�� ;,r,�_--_�''-----___ P�"x6"x1 '-3" W/ PERIMETER SMOOTH
<br /> BM W/ 3"� OVERSIZED ---_______ �5� ���� a325_N (E) CONC WALL GRATING Y
<br /> HOLES � THRU-BOLTS ---- -- ---------------------� ii- BOLTS �� (E) SLAB TOPPING
<br /> � � HIGH STRENGTN THREADED �
<br /> (4) %4"� F1554 GR 105 ---- - ---- ��-� � Y4 2-12
<br /> -- ------------------- RODS NOT SHOWN FOR (E) TOSL �
<br /> THREADED RODS C� 10" OC i i � i i o CLARITY, SEE G/S570 � _
<br /> MIN W/ 4x4� PL WASHERS i � _ .- � � �
<br /> CENTERED ON OVERSIZED � � i °O i i - � � o i
<br /> HOLES, WELDED ALL-AROUND � � � `�' °- �
<br /> I � I I � o
<br /> TO BENT PL i � 2-12 -
<br /> 0
<br /> %s \ �
<br /> �P %6 VERT P�"x0'-6"W, TYP � \ OPNG PER MECH �� � . ,
<br /> 5�s ,- ' ��-
<br /> t=�r-
<br /> %s % 2" ,
<br /> � n CONT L6x4� LLV W/ %"� N
<br /> NOTE: PL%" CENTER ON 3 3 » EXP ANCHOR CJ 18" OC AT N 6 I N E E � S
<br /> /g NOTE: � GRATING BEARING 1101 2nd Ave.,Suite 400�Seattle,WA 98101
<br /> SCAN BEAM PRIOR TO DRILLWG AND BENT PL, WF BM /" STIF PL W18 PER PLAN USE SAME CONNECTION AT W18-TO-W18 ph206.623.0777�fax206.624.3775
<br /> FABRICATING PLATE. DO NOT DAMAGE
<br /> CO N N ECTI O N. coffman.com
<br /> EXISTING REINFORCEMENT. �s -�P EA SIDE �►sT�N� �a���ry,reg���,�an�,�,��,
<br /> %s
<br /> TYP W18 S AB EDGE �
<br /> ADDENDUM H - DCN—H3 Y
<br /> BEA�I DETAI � � SHEAR TAB COI� f� ECTI � �I � AT GRATI �IG SUPPORT � .
<br /> SCALE: 3/4"=1 '-Q" S461 S570 SCALE: 3/4"=1 '-0" "- '- " .
<br /> S� SeA�E: � �'2 _, ° S�° I S S U E F 0 R P E R M I T �
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> Y $• o ACCEPTABILITY R. REEVES o5.,,.,s MISCELLANEOUS SECTIONS AND DETAILS
<br /> ��ot � � l THIS DESIGN AND OR CHECKEO 1786915 0 R I G 05.11 .18
<br /> ORIG 45-003 MODIFICATIONS PROCESS AIR REVISIONS 1786915 CEI EO 05.11.18 �'�' � SPECIFICATION IS APPROVED K. WANG 05.��.�8 SHEEf
<br /> ��E����► ° T'��E 45-003 MODlFICATIONS PROCESS AIR REVISIONS -
<br /> APPROVED BY DEPT. DATE K. WANG 05.1�.18 ����
<br /> CHECKED
<br /> � E. OJALA o�.11.18 BUILDING 45��0� JOB N0. COMP N0.
<br /> 88Q81 � APPROVED �7H�9�5 ,
<br /> �gl�N�y ��1 APPROVED STRUCTURAL MASTER EVEREfT, I�q owc Na 45-003-S570
<br /> G/�t1 A •
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