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. £ �'S ,.:.a <br /> L3x3x3/1s x �'-3" W/ LSL 1�4 x 117 s (� �� V� �� � <br /> ¢ (15) �/4"� x 21/2�� SDS � � � x��� ��� <br /> BASE PLATE � (2) ADJACENT BAYS �`��� <br /> SCREWS EA. FLANGE �° ����� �- <br /> ' ATTACH DIAPHRAGM TO W/ SIMPSON HGA10 � ��� ��;�:_ <br /> ATTACHMENT � Plan View JOIST W/ 8d @ 3"oc ANGLE EACH JOIST � �� ` <br /> PER MFR. ��_' ` <br /> ������°'�- � <br /> ,. . <br /> - �_��2» ��2,� �� � � � : , <br /> ..-..�..-..-.._.._..-..�..-..-.. -..-..-..-.. <br /> LSL 3�/2x11�/� � � -- ---- — <br /> PER PLAN � � z�z4 Third Avenue-Suite�oo-Seattle,WA g8�z� , <br /> p: zo6.443•6z�z ssfengineers.com , <br /> � \ <br /> � 934 �roadway-Tacoma, WA g84oz <br /> LSL BLKG 3�/2x16 I � P� 253•z84•947o ssfengineers.com <br /> BETWEEN BEAMS ' ' . <br /> � `~ � rlll' I �" Copyright 2017 Swenson Say Faget-All Rights Reserved <br /> AT LEDGER ;, 2'-0" SPACING L � `� I II �`�- <br /> CONDITION � ��J <br /> � � � 4»x3� 2�,X>>_6» � � M�� , � E, <br /> � , (12)�/4"�/x 3" SDS � 3/ts �`. - � �. <br /> . SCREWS C� 2"oc. � � h�• � ,�'� Y . � <br /> TYP. �fOP & BOTTOM � HSS 5x5x/4� RAIL SUPPORT. °� � � � � <br /> LSL BLKG 3�/2x16 _ =` OF HSS ; VERIFY NJ� E.O.R. & � � � � �� �� , <br /> BETWEEN BEAMS � ELEVATOR MANUFACTURER z � 3�72s � <br /> - f � <br /> WT SIZED TO FIT ; � ���,�1����� ' <br /> FOR HOIST BEAM `�' <br /> � � SUPPORT W/ (2) � <br /> I I 5/$»� M.B. � 3/8��X6t� W� �2�3�4»� T( 1 <br /> I I � � 1-" edge DRAWN: � <br /> Section � ) ; I 2 E <br /> I I M.B. ea. side of HSS <br /> I I (Contractor may weld � � ; � distance DESIGN: JRC <br /> PROVIDE (8)SDS�/4x4�/2 � � ' at his option) I I � _ <br /> SCREWS INTO DOUBLE � cHECKE�: � <br /> I I EL. PER ELEVaTOR �I I� R.�A <br /> TRUSS TOP CHORD THRU. - ---- ---��—��— -- 3 �� �� � i � <br /> I I MANUFACTURER ;I (� I� �8 X�O � � � t� APPROVED: <br /> LEDGER C� ALL BEARING I I : : , 1�4 ABg • <br /> LOCATIONS ; j j � � , ' <br /> � , as req d. <br /> HGUS412 TYP. by others SHAFTWALL - : � ; �� <br /> - - ' PER ARCH. j�, � � <br /> \ , <br /> 0 <br /> � t�' 3/16 ' Sectron <br /> � <br /> Plan ' ` <br /> � � REVISIONS: '� � <br /> 1�/2» _ �,_0„ <br /> � ' <br /> I � COL. PER PLAN <br /> I <br /> � � BASE � � 2"xBEAM ',�IIDTHxO'-10" WT10.5x22 x 0'-6� 2" W � <br /> j I W/ (4)�/�" LAG SREWS (4" BEAM (2)3/4"� THRU-BO TS � BEAM PER PLAN <br /> I � PENETRATION) BEAM & (2)3/4"� THRu- At �leva�or Penthouse � Upper FIQor V�e�t S��f� W�II <br /> � � BOLTS TOP & BOT. � RIM �: <br /> I <br /> ECCO or ECCOQ SERIES CAP BEAM PER PLAN <br /> I � HSS PURLIN PER PLAN ' <br /> � � AS REQD. TO FIT BEAM � �I WHERE JOISTS ARE • - <br /> 3j�� � � SPLICE WHERE � „ „ � '�, PARALLEL, PROVIDE <br /> I � SHOWN ON PLAN �/� x2 x FLANGE WIDTH I I TJI BLKG. (� 24"oc DPD: <br /> EA. SIDE HSS W/ (2}�/2 � j I • <br /> TNRU-BOLTS C� 1�/2"oc � �iI 5�/4" PSL RIM W/ (4) 8d IN EA. BLK. , <br /> � � � � ROOFING PER ARCH. � �I', -- <br /> �CONN. PER MFR. <br /> � � � � _ - i..- - I j . <br /> — — — —�— — —.._.._.._.. i � — � — <br /> 1" � �� � � tYP� 3/1s � � I <br /> 2 - - �I , <br /> I <br /> � � JOIST PER PLAN � � `� <br /> � I <br /> � � 3 3 � I CCO or CCOQ SERIES �, �j; � �- � _ _ � <br /> I � /�s /ts I � CAP AS REQD. TO � <br /> � I � I FIT BEAM ��� ��N _ �, » , » » <br /> ELEVATOR GUIDERAIL � <br /> � COLUMN PER PLAN � � I I�''� �, � 3/s x10 x2-0 W/ (8)5/$ � <br /> I � I � THRU BOLTS C� 6 CENTERS . <br /> � � STEEL BEAM PER PLAN I8» � <br /> PR0IEGT TITLE: <br /> (��X• �'� BEAM PER PLAN <br /> � !�� �ver�tt Safe �treets � <br /> INSULATION WALL '� <br /> PER ARCH. � ', FOR CALLOUTS At Fl�or �r Landing ��pp����v� ���sing <br /> � IN COMMON <br /> �: <br /> SEE 12/S4.3 6200 12th Dr. S.E. <br /> �_'', , <br /> ,�.�- Everett, WA 98203 - <br /> � / � �r��� ��nr����i�� at ��e� �e�lu�r� P�ti� ��o� �r��ir� �ev��c�r R�i1 ��, �rt , <br /> � �p <br /> ARCHITECT: <br /> �� �, <br /> �� � <br /> environmental � <br /> FACE OF SUPPORTING ����� �I��� $+�h'�C��J I� _ N �—AT 3BEAMBOAGE �—AT)�BEAMBGAGE ' • <br /> 23" �EMeER ��am N�. of ��I� Pl�t� Weld Communi�y Design C�nter <br /> � � ��2" � � 402 15th Avenue East <br /> max. Siz� ��Ifis Siz�: Thi�kn�ss Size � �/4 ��2" � 12" Seattle, wA 98112 • � <br /> , 2x BOLT � size per C6, W6, MC7 2 5/$"� C� 2" SPACING �/4" 3/16" ' ' _' '� <br /> � min. W schedule MC8, MC9, MC10 C7, C8, C9, C10, W$, W10 2 5/8»� �/4" 3i16" -- � ; -- m � � FX 206.329.8494 <br /> � � <br /> � BEAM SIZE PER P�AN C12, C15, MC12, W12, W14 3 �/4"� �/4" �/16" � � � <br /> , ISSUE: <br /> � W16 4 3�4�,� 1/4�� 3/16�� �� 2» � � � � <br /> , � � � � P�rr�it ��rr��ti�� <br /> ; --- —Lev W18 4 3,4»� 5/16�� �/4» � � � � ; � <br /> ; �� W21 4 ��s'>� 3�8„ 5�16„ i ; BEAM SIZE PER PLAN i j t� ��������� � � . :� <br /> � � <br /> 3 <br /> � --� —Lev W24 5 �/s"0 3/s" 5/16" � I I ; ; BEARING � t/2» ; ; /�s SHEETTITLE: <br /> W27 6 ��8,>� 3/$�, 5�16» o H I I ; ; � I a <br /> W 3 0 7 �/�"� �/s" 5/1 s" � m � � � C O L U M N P E R P L A N ; � COLUMN PER PLA�! ; � �Y����� m • <br /> SHEAR PLATE SIZE AND � � � , � � � ��+��� F�'C�1°�l!rl <br /> BOLTS PER SCHEDULE � � I I � <br /> = W I I ���'C�I�� <br /> �;�„- 5 >, NOTES: "' o ' j � Where �eam ���ps '�ere �ea�n Cantinues . <br /> 1 /s FOR /$ BOLTS 1. STANDARD OR SLOTTED HOLES MAY BE USED. SCALE: �� <br /> � � <br /> 1�/2 FOR 3/4 � BOLTS : � � . • <br /> 1�/4" FOR 7/$"0 BOLTS 2. BOLT TYPE A325N. .d :° � ;� � . ;; � � . � °. 3/4 = � -c� U.N,O. <br /> 3. � MATERIAL - A36 � � . ° �. . .a���r� � � : �� � . � Q. . � � (2)3/4"� ANCHOR BOLT5 �ATE: E. <br /> � � ,�� �. , a NOTE: January 26, 2018 . <br /> 4. SEE EXTENDED � DETAIL FOR COLUMN WEB CONNECTIONS. � a � � � � � � � BEARING PLATE THICKNESS SHALL BE PROJECTNO: � -� ' <br /> 3/4" '�I H E R E D E P T H O F S U P P O R T E D 00306-2016-07 • � <br /> MEMBER EXCEEDS 24�� SHEEf N0: <br /> � <br /> T i��l S�r� �� She�r Plc��� �c�r�r��c�i�r� �and S�h�du9� ��s�pla�� - I�SS ����r�n T i�cal ��arn ��c�rir� c�� �iSS ��- �i � Cc�l�r�n . <br /> YP � Yp � � c� <br /> N0: OF SHEETS: <br /> Et' <br />