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_.� �_
<br /> -`-s-�_ - _ •
<br /> HSS HORIZ. MEMBER PER SAWCUT (E) SLAB FOR COL.
<br /> EIEVATION W/ KERFED�END, ENGINE R NG
<br /> P R O V I D E S I D E � �/4 x 4 & GUSSET INSTALLATION, H S S H O R I Z. M EMSER PER
<br /> �/4" CAP � EA. SIDE CONTINUOUS, ATTACH PROVIDE 1" COMPRESSIBLE � ELEVATION W/ KERFED�END,
<br /> OF GUSSET PER 3�S3.1 T O R O O F D E C K W� 3 t6 FILL EA. SIDE OF GUSSET ; � PROVIDE SIDE f� �/4 x4 ziz4 Third Avenue-Suite�oo-Seattle,WA 98izi
<br /> �2� ROWS #10 SCREWS �ap pl. to � � �E� FLOOR SLAB ; � CONTINUOUS ATTACH p� zo6•443-6ziz ssfengineers.com
<br /> „ column � ; 1�� each side TO FLOOR DECK W/ 3/4"� �
<br /> drag strut (� 6 oc each side ; � 2 5��g of beam EPDXY BOLTS � 18"0� Copyright 2017 Swenson Say Faget-All Rights Reserved
<br /> to col. 3�16 (E) METAL ROOF DECK cap pl. to beam 5�16 ; � clr. _ � (embed 2")
<br /> gusset pl. 316 � ; �'�" -� < Section METAL DECK &
<br /> /16 � /4" CAP PLATE EA. drag strut � ' r (E� J. .
<br /> 5 �
<br /> = SEE 5/S3.1 FOR GUSSET ; �W.P. � '�. �j4° typ. SIDE OF GUSSET PLATE to col. ��4 � �WP� � -,_— TOPPING � `��9,�,
<br /> ���v , —, —- � � � ��v.��>
<br /> �---
<br /> � � -� � � ��'�
<br /> � ---- � -------------- ------ �
<br /> � � � � i l n a a a i i l ` ��
<br /> '- INFO. ' � �� � � ------� ------------ ------- �
<br /> -— -�- ¢ q c� � ; , GUSSET PLATE PER ' "' �_ , ° _
<br /> BASE � 1"x14"x1'-10" GR50 ,�� ,, ; � Section 3-12 ____ ____ ____ ;�-; ��,,;-� GUSSET � �/2" GR50 � �
<br /> �'�' W 8 3 4"0 F1554 GR55 L 5x5x� 2 DRAG STRUT ' ' ,;��� FRAME DETAILS �
<br /> / / ' 'r ,' ' \ , � �" 300o b y
<br /> ; � � � � � , �
<br /> / ( ) , f���., ,., . , , , , , � 3�
<br /> ANCHOR RODS, THREADED ATTACHED TO (E) ROOF ; ' � � � ' ' ' ' � ' � ��' �/4 6 � �' 1 �
<br /> HSS 8x8 COLUMN PER , � O � , �,� Cs
<br /> � �`!0 �
<br /> FRAME ELEVATION EA. END W/ ANCHOR � DECK W/ (2) ROWS #10 � � '� ' ' ' ' L 6x6x/2 DRAG STRUT � ,\'�,, -
<br /> ¢- ¢- ¢ ¢ 1"x14"xl'-9". PROVIDE DBL SCREWS � 6"oc ; � ; � ����. � � �
<br /> SeCt10l1 � � � � HSS COLUMN BELOW � � �
<br /> , ��____________� � ; � B R A C E R E I N F. �s
<br /> � ATTACHED TO (E) FLOOR � �
<br /> 1�� „ „ „ „ �1» NUT AT EA. ANCHOR ROD ; � � '
<br /> ��.,�'�., -------------- „ , � '� '
<br /> 2 2 � 6 ; 6 � 6 �� AT EMBEDDED END. ; ; DECK W/ 3/4 � EPDXY i � i PER 5/S3.1 �
<br /> ,
<br /> , B O L T S (� 1 8 o c, D R I L L , D R A W N:
<br /> 2 ; ; THROUGH SLAB & EPDXY ; ; BRACE PER ELEV. RWG .
<br /> � W KERFED END
<br /> � ; FROM ABOVE � � � DESIGN:
<br /> � � ; � �DVM
<br /> � � Plan Yew at Cc�p Plate HSS COLUMN PER � ' CHECKED:
<br /> � � COORDINATE BRACE GUSSET ELEVATION W/ KERF ; � COORDINATE BRACE/GUSSET DVM
<br /> � � FOR GUSSET � � INSTALLATION TO AVOID
<br /> � ; ' � APPROVED:
<br /> � INSTALLATION TO AVOID ; 3-12
<br /> ' CUTTING (E) STEEL JOISTS , CUTTING (E) STEEL JOISTS ■ DJS
<br /> FOR CALLOUTS
<br /> IN COMMON Section
<br /> SEE 4/S3.1
<br /> �„ _ �,_�» 3/4�, _ �,_�» ���2„_��_�.�
<br /> 3�4» _ 1'_�"
<br /> Fr m Dra Strut Connection � Column To Ca � Braced Fram�/Dra Str�t; Connection � �
<br /> Brace Frame Base Plate � Braced a e/ g p p 9 :
<br /> _
<br /> REVISIONS:
<br /> I� � 2" GUSSET, SEE 10 S3.1 2 Foundation only
<br /> / / Permit Comments 7/11/2017
<br /> FOR ADD'L GUSSET LAYOUT Building Permit ,
<br /> � Comments 7/il/2017
<br /> � INFO.
<br /> � COL i
<br /> reinf. I� to Construction
<br /> ' brace, t . �'�'���'�L���� 4 Revisions 7/26/2017
<br /> HSS COLUMN PER ; 3/�6 � f� �/4"x4" BRACE REINF. Building Permit
<br /> , , �5 � Comments 8/08/2017
<br /> ELEVATION ' � '
<br /> NEAR & FAR SIDE, TYP.
<br /> � , �
<br /> � � ����� '
<br /> ; ; / reinf. � to
<br /> � � � brace, typ.
<br /> � ( � r / , 3jts
<br /> , , ,,
<br /> column � � � BRACE PER ELEVATION W/ each
<br /> 5/16 � � ,�� �, side 5�16
<br /> ; � ; �/,,� KERFED END 2/S3.1 �
<br /> , � , ,
<br /> baseplate 5/ ' .,/� '�'_ "� f .
<br /> 16 ' ' � �/4"x4"x10" BRACE REINF. �' �'�i �
<br /> � � � ,., '��, '' ��>�-'"- -�'- 5 1
<br /> � � � � NEAR SIDE & FAR SIDE TYP. ��'�-�, , , -`��� �' �i --'" L 5x5x/ts DRAG STRUT / HSS 6x6x/2 Roof
<br /> � � � � � �� �� �� - �'�� BRACE PER ELEVATION.
<br /> _ _ _ — — _
<br /> ; � ' ��� �/4 6 min. T.O. FOOTING REINFORCE gRACE PER y .� '�� �_ , � i�/ KERF AT GUSSET (below roof deck)
<br /> BASE I� PER 1/S3.1 � � � �� PER PLAN �5 -°�1'i��� W.P. � " � c
<br /> SHIM AND GROUT � ELEVATION. KERF — --- - -�- - � ,�,�b�� e
<br /> ' WP� � � AT GUSSET �5 �_, �� ������� �`� � GUSSET, SEE 10/S3.1 FOR 5�.5�I
<br /> 1" MAXIMUM '
<br /> � .- ,i" ' .��� , , ADD'L�GUSSET�L-AYOUT�INFO. �SS
<br /> „ � , „ „
<br /> � � � � � � � � "�� �� � . (all gusset �'s GR. 50)
<br /> � ' ' I ' ' ' ' ' ' (E) SLAB ON GRADE OR -'" i�-�-� �i � '��
<br /> m ; ; „ ; ; � ; PAVING � � � � �', � �,
<br /> � , „ „ „
<br /> � , , , , , , , , , GUSSET � �/2 TYP.
<br /> W „ I „ „ „
<br /> � � , � „ � �
<br /> ' ' ' ' ' ' ' ' PROVIDE 1" COMPRESSIVE
<br /> m � � � � � � � �
<br /> Q � � � � � � � � �
<br /> � � � � � � � � MATERIAL EA. SIDE OF each side
<br /> - � � � � � � � �
<br /> � ' ' ' ' ' ' ' ' GUSSET each brace t�4 6
<br /> N � � � � � � � � •
<br /> � � � � � � � �
<br /> � � � � � � � �
<br /> � � � � � �/4"x4"x10" BRACE REINF.
<br /> � NEAR SIDE & FAR SIDE, TYP. L 6x6x1/2 DRAG STRUT HSS 6x6x�/2 Level 3
<br /> 3 — .— .
<br /> (sits on level 3 slab)
<br /> s
<br /> SEE 9�S3.1 FOR 1�b�o�e PROJECTTITLE: .
<br /> MICROPILE INFO. NSS 5�-`'�� CHC BSB
<br /> 3j4" = 1'-0" 3j4" = 1'-0" _ _ BSB CENTER
<br /> Brace Frame Bottom Connection 5 Cross Brace � cussEr � ���" TYP. 4205 Rucker Avenue
<br /> 4/S3.2 typ. Everett, WA 98203
<br /> column splice � �
<br /> \ � 4/S3.1
<br /> FOOTING PER PLAN -
<br /> above & below �
<br /> AND DETAILS ARCHITECT':
<br /> L 6x6x�/2 DRAG STRUT HSS 6x6x�/2 Level 2 �
<br /> _ _ _ _ _ _ AWI
<br /> � (sits on level 2 slab) � �
<br /> a � ° a o � Architectural Werks Inc.
<br /> p� Q Q a ,
<br /> IL �,�XUnXU'� GR. 50 W/ _ ----- a : _ a. � _ �., :.�,.. _.
<br /> Q1 1 4 1 6 9 8 t h A v e N E, S u i t e 2 0 0
<br /> HOLE FOR THREADBAR a Q d Q i GUSSET PLATE PER CONNECTION DETAILS � boc,e �
<br /> a o a t � 5� Kirkland, WA 98033
<br /> -- -- I � ��\� � PH 425 823 2244
<br /> a , , .
<br /> i i a4 � U �
<br /> iQ i � I � \
<br /> o � � pp a0
<br /> 7"� O.D. MICROPILE a a ° i ; Q a 4. o j � `�`'S �
<br /> CASING (API N80, ' ' � B R A C E P E R E L E V A T I O N � �
<br /> � 'a ' o � �
<br /> WALL THICKNESS = a ,-- --, � -o � j ,,'� s, _ = issuE:
<br /> 0.408") AS REQURIED ; ; _ � � � �' �'� �f.
<br /> �..� ,. .w�.. GUSSET � t�2„ TYP. ,
<br /> c
<br /> � � � � I i °�i GUSSET f�
<br /> NEW FOOTING & REINF. PER PLAN , , � � -� °� � �'� �� ` 5 � � Bu i Id i ng Perm it
<br /> w � o � � , . �
<br /> ; ; H � o � �i�!�\�l ,.� BRACE PER —
<br /> �10 (min.) GR. 75 THREADBAR, � � ¢ Q �3 ���� _ \� ,r'� EL. W/ KERF.
<br /> PROVIDE COUPLERS AS REQ D. ; ; � ��, � � SHEET TITLE:
<br /> � i � � 30' (typ.) IN�LDS PER 6/S3.1 Braced Frame
<br /> ° � . L-�----- - - —��—�---�—��----�---�—�-- DETAILS TYP. 5/S3.1 .
<br /> a �� face of baseplate or beam . � Elevation �
<br /> CENTRALIZER AS REQ'D. ° � � � Section �
<br /> �\ & Details
<br /> - , �� Level 1 �
<br /> Q = �-, ��` � _
<br /> SCALE:
<br /> NOTE: `a ; � 3�4�� - ��-o" U,N.O.
<br /> INSTALLATION OF MICROPILE REQUIRES � DATE: r
<br /> DEMO OF (E) SLAB ON GRADE OR Z May 4, 2017
<br /> PAVING, FOOTING DEPTH VARIES, ALL m T ical Cross Brace Confi uration
<br /> BELOW-SLAB UTILITIES MUST BE � (, PROJECT N0: 11221-ZO17-01
<br /> LOCATED PRIOR TO DRILLING, PATCH (E) � — SHEET N0:
<br /> ���� _
<br /> SLAB ON GRADE OR PAVING AFTER PILE PILE GROUT PER GENERAL .
<br /> INSTALLATION STRUCTURAL NOTES SEE 12/S3.3 FOR BRACED FRAME
<br /> PROTECTED ZONES
<br /> 3 4�, _ 1,_�» 3/4�, _ �,_�,� �� � /4 = 1 -0
<br /> / 3 � » , „ �
<br /> i I t L ut 1 Braced Frame Elevation � 2
<br /> T ical Micro ile Detail 9 T ca Gusse a o 0
<br /> Yp p YP Y
<br /> N0: OF SHEETS:
<br />
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