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HSS HORIZ. MEMBER PER SAWCUT (E) SLAB FOR COL. STRUCTURAL
<br /> ELEVATION W/ KERFED END, ENGINEERING
<br /> PROVIDE SIDE � �/4°x4„ & GUSSET INSTALLATION, HSS HORIZ. MEMBER PER
<br /> �/4n CAP � EA. SIDE CONTINUOUS, ATTACH PROVIDE 1" COMPRESSIBLE � ELEVATlON W/ KERFED END,
<br /> OF GUSSET PER 3 S3.1 FILL EA. SIDE OF GUSSET ; � PROVIDE SIDE I� �/4"x4n z�z4 Third Avenue-Suite ioo-Seattle,WA g8�Z�
<br /> TO ROOF DECK W/ ca I. to 3/16 � E FLOOR SLAB
<br /> � zo6.443.6z�z ssfengineers.com
<br /> (2) ROWS #10 SCREWS Pcolumn ( ) � � 1» each side CONTINUOUS, ATTAC 3 � p�
<br /> � TO FLOOR DECK W/ /4 � �
<br /> drog strut � 6 oc each side ; � 2 5�t6 of beam EPDXY BOLTS � 18"oc �PY�'�9ht 2017 Swenson Say Faget-All Rights Reserved
<br /> to col. 3�16 cap pl. to beam 5 '
<br /> 5 (E) METAL ROOF DECK gusset pl. 3�t6 � n �16 ; i clr. �� � � Section (embed 2")
<br /> /ts /a CAP PLATE EA. draq strut ' (E) METAL DECK & J,
<br /> - ------------------- ------
<br /> - -------- ------- ----------
<br /> ��� � ; =.-—-—- �• �4 � =,; - - TOPPING ���.����9
<br /> . -" � • SIDE OF GUSSET PLATE � �
<br /> = SEE 5 S3.1 FOR GUSSET ' �w. . � /+ t to col. � �w�;
<br /> � ,, ; �, , ;
<br /> INFO. � �\ , ------ -------------- ------ � \ ------ ------------ ------- �
<br /> , v,. _rr - -� �.
<br /> a ,
<br /> -— —�- E� � �3 ; ' � ,, GUSSET PLATE PER � G � � � �
<br /> z BASE � 1°x14"xl'-10" GR50 ;� � � "'� � 3–�2 � ' GUSSET e GR50
<br /> . .
<br /> , ,, , Section ____ _________ FRAME DETAILS ; � � ��2� �
<br /> ���' W/ (8)3/4"� F1554 GR55 L 5x5x�/2 DRAG STRUT ' � � �r ,� ' �o
<br /> , � ' '
<br /> ANCHOR RODS THREADED ATTACHED TO R F � f �� � �� ' ' ' � �� � � �- �
<br /> o � �
<br /> HSS 8x8 COLUMN PER . (E) 00 ; � � ; ; /4 6 ,�
<br /> FRAME ELEVATION EA. END W/ ANCHOR f� DECK W/ (2) ROWS #10 ; � '� ,, �� ; �
<br /> � ��'10 �
<br /> n n , � „ � � ; �,;��,, • �; ; ; L 6x6x�/2 DRAG STRUT � ' ; � �'�
<br /> � � � � 1 x14 xl –9 . PROVIDE DBL SCREWS � 6 oc ; ; . S6Ct1011 � � � HSS COLUMN BELOW ATTACHED TO (E) FLOOR ' ; BRACE REINF. �'s
<br /> 1� 1„ NUT AT EA. ANCHOR ROD ' � � �` J� PER 1
<br /> 2 2°� 6° � 6" � 6° � �2 ; � ; �'\ DECK W/ 3/4"� EPDXY � � � �'\ ,'�.
<br /> AT EMBEDDED END. , ; , ; I ; 5/S3. �
<br /> ; , BOLTS (� 18 oc, DRILL ; , DRAWN:
<br /> �
<br /> 2 � � �., THROUGH SLAB & EPDXY � � ��. BRACE PER ELEV. RWG
<br /> , � FROM ABOVE , � W/ KERFED END DESIGN:
<br /> ' � ' � DVM
<br /> ; � PIa1 1�w a� C� Plate HSS COLUMN PER ; �
<br /> � � � ' CHECKED:
<br /> � ; COORDINATE BRACE/GUSSET ELEVATION W/ KERF ; ; COORDINATE BRACE/GUSSET DVM
<br /> ' ; INSTALLATION TO AVOID FOR GUSSET � ; ; INSTALLATION TO AVOID
<br /> CUTTING (E) STEEL JOISTS � 3-12 APPROVED: D�S
<br /> ' CUTTING (E) STEEL JOISTS FOR CALLOUTS ■
<br /> IN COMMON
<br /> SEE 4/S3.1 Section
<br /> �„ _ �,_��, 3/4» _ �,_0» ��/2»_��_��, 3/4„ _ �,_�„
<br /> Brace Frame Base Plate � Braced Frame/Dra Strut Connection 2 Column To Ca 3 Braced Frame/Dra Strut Connection � �
<br /> 9 p p 9
<br /> —
<br /> REVISIONS:
<br /> 1 � Perm'��taComments 7/11/2017
<br /> R /2" GUSSET, SEE 10/S3.1
<br /> FOR ADD'L. GUSSET LAYOUT � Building Permit
<br /> � INFO. Comments 7/il/2o17
<br /> � COL.�
<br /> reinf. � to
<br /> HSS COLUMN PER ; 3�16 brace, typ.
<br /> ELEVATION ' � '
<br /> , ,
<br /> , ,
<br /> ; ; / reinf. � to
<br /> � ' � ." / ,'� each 3�t6 brace, typ.
<br /> � �
<br /> column 5/16 ; � � ,� �/,,� BRACE PER ELEVATION W/ side 5��s
<br /> ; , ; �/,;" KERFED END
<br /> 2/S3.1 �
<br /> baseplate 5 , � ,/� ��., .-�" DPD:
<br /> /�s ; , ; � �/4"x4"x10n BRACE REINF. .-�' �
<br /> ; ; � � NEAR SIDE & FAR SIDE, TYP. \ ; � i�/ L 5x5x5/�s DRAG STRUT / HSS 6x6x�/2 _ _ _ _ _ Roof
<br /> � � ; `� -' �� �- �� � �' BRACE PER ELEVATION. below roof deck
<br /> � � �� �/4 6 min. T.O. FOOTING REINFORCE BRACE PER . � -- �'�- KERF AT GUSSET ( �
<br /> BASE � PER 1/S3.1 � � � PER PLAN � � --' �
<br /> SHIM AND GROUT ; w.P. , ELEVATION. KERF - �- j�P!` �- - ,�bto�e
<br /> 1" MAXIMUM ' " ' AT GUSSET _,�� , �i ., � GUSSET, SEE 10/S3.1 FOR ��,5��
<br /> , , , , , , , , ,,.�, �, ,\ ADD'L. GUSSET LAYOUT INFO. �SS
<br /> , � „ � � � �
<br /> � ' ' ' ' ' ' ' ' (E) SLAB ON GRADE OR -'' ' �'�
<br /> �, � � � � � � � � ���� �
<br /> � � � � � � � �
<br /> � ; ; � ' ' ' ' ' ' PAVING � � GUSSET � �/2" TYP.
<br /> „ , � � �
<br /> w � � � � � � � �
<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 6x6x�/2 DRAG STRUT HSS 6x6x�/2 Level 3
<br /> 3 - - - - - - -
<br /> (sits on level 3 slab)
<br /> �
<br /> SEE 9/S3.1 FOR �I�b�o�e PROJECTTITLE:
<br /> MICROPILE INFO. �SS 5�� CHC BSB
<br /> 3j4" = 1'-0" 3j4" = 1'-0" _ _ BSB CENTER
<br /> Brace Frame Bottom Connection 5 Cross Brace 6 cUSSET � �/2n TYP. 4205 Rucker Avenue
<br /> 4/S3.2 typ.
<br /> column splice � � Everett, WA 98203
<br /> FOOTING PER PLAN
<br /> \ � 4/S3.1
<br /> AND DETAILS above & below �
<br /> ARCHITECT:
<br /> L 6x6x�/2 DRAG STRUT HSS 6x6x�/2 Level 2
<br /> a � (sits on level 2 slab) � � — — — — — AWI
<br /> e �"Xs"xs" cR. 5o w/ � ° ----� �� � Architectural Werks, Inc.
<br /> a �
<br /> HOLE FOR THREADBAR � 11416 98th Ave NE, Suite 200
<br /> a a a a i GUSSET PLATE PER CONNECTION DETAILS � ��o�e � Kirkland, WA 98033
<br /> O d ' I
<br /> �a- --� a° � � N +`°�\� N PH 425 823 2244
<br /> o �
<br /> 7"� O.D. MICROPILE � a ° ; ; a ° a o j , , X _ _ ,�,SS X
<br /> CASING (API N80, a ,a ; o� BRACE PER ELEVATION � �
<br /> WALL THICKNESS = -- �- �
<br /> a � � aa � a,i cn cn �
<br /> 0.408°) AS REQURIED ' ' � a� '� S� _ = ISSUE:
<br /> � � = o ,�. �; ,�
<br /> � � Z o �� I ,;� ,,' f �,, `�'°� GUSSET � \ � GUSSET � �j2" TYP. . . .
<br /> NEW FOOTING & REINF. PER PLAN , , � �;� o � %� ,�' .� Bu i Id i ng Perm it
<br /> ' ' " � � � � 1 �" BRACE PER
<br /> #10 (min.) GR. 75 THREADBAR, ; ; Q ¢ �3 ���� . \� ,�� EL. W/ KERF. �
<br /> PROVIDE COUPLERS AS REQ D. , , � -� SHEEf TITLE:
<br /> , , � I `� \� 30' �tYP•)
<br /> a I � WELDS PER 6/S3.1 Braced Frame
<br /> ° . �..—..—. . ..—..—..—..—.._..—..—..—.._ DETAILS TYP. 5/S3.1 .
<br /> a "� face of baseplate or beam . E l evati o n
<br /> CENTRALIZER AS REQ'D. ° � r � $2Ct10� � � & Deta i Is
<br /> � �
<br /> � ���y ��`� _ _Level 1 �
<br /> � � � � SCALE:
<br /> NOTE:
<br /> INSTALLATION OF MICROPILE REQUIRES � W � 3/4" _ �'-o" U.N.O.
<br /> J DATE:
<br /> DEMO OF (E) SLAB ON GRADE OR � y 4, 2017
<br /> �;„'8�i`�' �� �� j Ma
<br /> f� � �_�
<br /> z �,� ��,b
<br /> PAVING, FOOTING DEPTH VARIES, ALL m �/�• • �" �` r^^�
<br /> BELOW–SLAB UTILITIES MUST BE T��/ical Cross Broce Confiauration � r 1�--�y /�� � �p�r F}�� `� PRO]ECT N0:
<br /> /1 J :,,I l 1"���3�i �F.,.s�-a �., �f i 1 v t? t i i i i i
<br /> - 11��1��01��01
<br /> LOCATED PRIOR TO DRILLING, PATCH (E) � SHEEf N0:
<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» _ ��_O» 3/4,� _ �,_�„ �3 �/4„ _ �,_O„ �
<br /> T ical Micro ile Detail 9 T ical Gusset La out � 0 Braced Frame Elevation � �
<br /> Yp p Yp Y
<br /> NO: OF SHEETS:
<br />
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