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13 (E) CONCRETE WALL
<br /> (2) 600S162-43 @ (2) #10 WOOD SCREWS @ 6 o.c. (N) 600T150-43 w/HILTI
<br /> X-U @ 12"o.c.TO (E)CMU
<br /> END OF WALL " < • •� .
<br /> (E) COLUMN (N)2x6 AT 48"O.C. ` � � ` . � . , n
<br /> SEE PLAN OR(E)2x SUBPURLIN (E) ROOF .. , = o • '`' " � • . COLUMN -SEE PLAN OINTSR SEE PO N MN
<br /> � � SHEATHING , < , . > , �
<br /> I I ` . , . � ` ° , , ' . , � . BASE COLUMN - SEE PLAN
<br /> I ( � ' • p�qTE SAKE REIN DERSMA
<br /> � I I ; ,"' - ANCHOR RODS � A R C H I T E C T
<br /> 17 - I � � -SEE PLAN BASE �
<br /> � � (E) SUBPURLIN, • �_ � ." . � � ' � � CENTERLINE COLUMN PLATE N ANCHOR RODS
<br /> I I SEE PLAN - - _ _ _ E) SUBPURLIN, , , < _ _ _ _ _ � � - SEE PLAN 5450 E. High Street,Suite 200
<br /> SEE PLAN °� � � '{, , � C� `- Scottsdale,Arizona 85054
<br /> � � Q Q ° ' °�.L . � " ; ^ <. ; — - � - i - _ - - - - W - — -i - - - . p:480.515.5123 f:602.513.7193
<br /> � � � � • ` (N) 600S162-43 @ 16"o.c. ( � � i � � www.sra360.com
<br /> I I � � N) SIMPSON U24 .. ' w/(2)#1 p TEK TO TRACK I I � : , - - - - - — - - - � � - - - - a - —
<br /> VERTI TRACK- I I AS REQUIRED ^ < TOP& B07TOM � � • ' � � - HILTI X-U � w
<br /> I I (E) S�a6 ., ., _ - - - - -
<br /> ( I ON GRADE @ 6"WALL:VTD600-16 � � � I = ` .' ^ @ 12°o.c. TYP �
<br /> @ 8"WALL: VTD800-16 � � DO NOT ATTACH � , I I N -
<br /> � � BY STEEL NETWORK, INC FINISH TO SLIP < � ,e ' . r I I � ' ° � I I � � � �
<br /> • . `� � I �
<br /> FIN FLR I I INSTALL PER MANUFACTURERS i i TRACK � � i I � � ` 1/4 CENTERLINE i `-
<br /> REQUIREMENTS � . • i i
<br /> COLUMN
<br /> �J �J I I � � °. ' . � � ' . ' I,� i i 1/4
<br /> ° I I J <� � � � . tI i I i CENTERLINE . .
<br /> COLUMN
<br /> `-� I I P A R T I T I O N W A L L, S E E A R C H'L • . , � � < ' 1 1/2" 1 1/2 � �
<br /> � � ; � " 1 1/2" EQ. EQ. 1 1/2" �
<br /> (E) FTG I I - - - - - - — - - - - - ' � .
<br /> �
<br /> co
<br /> (N) 600T150-43 w/ 1/2" DIA.TITEN HD
<br /> 8/FTG SCREW ANCHORS @ 12"o.c.
<br /> MATCH (E) TO (E) FLOOR
<br /> FIELD VERIFY DRILL 6"AND EPDXY INTO
<br /> 2-� (E) FTG-TYPICAL ' AVS 10B #: 7�72
<br /> INFILL- SEE ARCH L PLANS
<br /> #5 x 2'-0" LONG AT 8"o.c. A,�'.SCHWAN&ASSOCIATES
<br /> ��� � ���i�� �� �O O� �� ���� I �� TY P I CAL �T U D I N F i L L �ONSULTING STRUCTURr1L ENGINEERS
<br /> 6000 E.Thomas Road,Suite 1
<br /> � � Scottsdale,Arizona 85251
<br /> � " � � Phone:(602)265-4331 Fax:(480)663-1788
<br /> � � Wcbsite wu�w.AVSchwa�!com
<br /> SSMA 600S162-33 REPLACE ALL(E) SLAB I CENTERLINE COLUMN n
<br /> � DOWELS w/(N) #4 x 4'-0" LONG I �
<br /> STUDS @ 24"O.C. MAX SSMA 600T125-54 CONT TRACK � - DRILL 5"AND EPDXY @ 12"o.c. HSS6x6x1/4"COLUMN j A �
<br /> 16
<br /> ' I (N) CONCRETE SLAB I I I �� 5 ����
<br /> C O L U M N S E E P L A N I ON GRADE -SEE PLAN � ( F� ��
<br /> � � � .,�
<br /> I � � I � � � � � � � �� — — — — x x— x— x � � �
<br /> _ _ _ _ _ _ _ _ _ _ _ � � I � � � � �� ` � - - - - � 49093 ���
<br /> I I � �I I I o 0 0 0 0 0 0 o ARCHITECTURAL !- - - - - -1 O R� �O �
<br /> I I I I I ( E) CONCRETE WALL ��_1`��'_�1 '����� I � I `t' c�ST�R ti ;
<br /> (2) 600S162-43 @
<br /> � I I II I I � I I � � I I � I VAPOR RETARDER, COLUMN WRAP L i_ _ — _ T —. i J 3/4"x12"x1'-0" BASE PLATE w/ . . �`rslONAL ��� '
<br /> END OF WALL / � � � (4) 3/4" DIA. x 8" EMBED H.S. � ,
<br /> I I I I I SEE ARCH'L I I a,
<br /> I I � � I SLAB WHERE I � I � I��iJ��
<br /> � � �P ,P � � OCCURS � I I � •
<br /> I I I I I ,, A.B.C. I I
<br /> '- �I I LINE OF DOCK I I SLAB WHERE
<br /> 5/8"Q�x 4 1/2" EMBED SIMPSON 1 � 1/$ I II I I I ��g TYP. � LEVELER-SEE PLAN FINISHED GRADE- � i � I OCCURS
<br /> `' T I T E N H D S C R E W A N C H O R A T � � — — L - - - _ _ _ _ � _ _ _ _ _ _ _ _ S E E S I T E P L A N I I �:��
<br /> (E) CONCRETE WALL @ 32"O.C. VERT. SPACING ( I I I � DOUBLE JOIST � �I I
<br /> (E) MEZZININE JOISTS TO REMAIN I I I �I I � H E A D E R-S E E A I I I I I I I � FI�JISHED GRADE-
<br /> _ ' ��
<br /> � z I � ' � I S�E sITE �LAN o� �
<br /> � PARTION OF (E) MEZZININE I I � B SCHEDULE BELOW - I I I I � � 5 �— - - - - - - - -1 - - - - - - - - � � I I I I I � �
<br /> , TO BE REMOVED- SEE I I '� I I ,.
<br /> I� �� � � �� � � I 3/4"x12'x1'-0"BASE PLATE — � — — � — � � ?z�
<br /> ARCH'L DEMO PLAN �� � i l � � - � �� � � � � � w/ 4 3
<br /> �; (E) STEEL BEAM — — — — — — —
<br /> I� � CRIPLE STUD I I ( EPDXY/BOL-rs x 6 E M B�U � � ,;.c � �
<br /> TO REMAIN �I I) � UNDER HEAUER- I II I I #5 DOWEL @ MID-DEPTH OF I 5/16 �,��:.
<br /> r E�T Y P. FOOTING @ 8"o.c. - DRILL 6" � I �—_ ,--- � �'��
<br /> � �� � � T Y P � �� � 1 1/2" M I N D R Y P A C K —I(I—I I I —I I -I I� � � , ^
<br /> 1/8 2-12 A N D E P O X Y I N T O (E) F T G �I I-I I � _ �� � � ��:�"
<br /> 2 S5MAS600S162-43 � �� � � � �� � ( (2) SSMA S600S162-43 -TYPICAL UNDEF�BA�E PLATE � � � �-- _�
<br /> 600T200-54 CONT w>(2)#10 � TYP. ( � � I 3" � � � � '� ' �
<br /> SCREWS AT EACH STUD 1/8 _2-12 S7UDS - FULL HEIGHT I I �I � � (� � � STUDS - FULL HEIGHT PROVIDE 3" MIN. CONC _ (8)#4 V�2TICAL (3 EACFI FACI � ��f.
<br /> -� .�y p T
<br /> @ JAMBS - U.N.O. � I I I I @ JAMBS - U.N.O. I COVER OVER BASE PLATE COVER ��� r �- KC3 � � �
<br /> \� � 2'-8"S Q COh1CFdcT� PEDESTA � � � .� ;� X
<br /> � I I I I I ADD WATER PR�OFING \� �
<br /> � .� � 5 ,
<br /> 3 #3 HORIZONTAL TI��A'f � � � � �.� �-�
<br /> 1/2" PLYWOOD SrIEATi�ING SHEATHING II I{ � • - "�-- '
<br /> PER ARCH'I SP�CS TOr �P��#3 TIES�"f 12"o.c. � � � y �
<br /> � � HALL �OOR Oft WINUOW � . „� � =�
<br /> 800T200-54 WINDOW c� � � �
<br /> w/#8 x 1" FLAT HEAD SCREW \ SEE ARCH'L
<br /> � SILL WHERE OCCURS - - v ' � ���
<br /> ���N f��ao n�a. o�o.2s2��� �,,, aP�r�iNc � _ �r u u , o .�..� � , � �.� � � � � � �.�°:�
<br /> .� � ` �, � : t,� � ; �
<br /> @ 4"o.c. A7 ALL PAN�L EDGES �
<br /> � .. _
<br /> --- _ __... __ C�7
<br /> ' . � � ��
<br /> 3� 12" o.c. I�1 PA�IFI_FIELD ���, ����.. �������� ����e��l�� � F3IFT� � SEE G.S.N � � ' c°�1 � �x� r
<br /> ''' N1/�TCH (E� Bl��1'G � � ��
<br /> �5 A7 12"o.�. , � Y , _ .
<br /> , .,,\ (E� FTG � - 3°CLR. TYP. � -
<br /> EACH NAY 1'-8 1'-6' rr.5�T 12"o.c.
<br /> 0 1��j 2 ; � / TYP. — \��--- (N} FTG EACH WAY #5 A7 12��o.c. �=ACH 4�J�,`f � :
<br /> 1 8 �� 4'-0"S�.
<br /> � �
<br /> � / � � �
<br /> _ . �
<br /> � � i IYP. �.'� � �.���. �
<br /> � �.�,m..�.,,�,_.�.��__,�
<br /> ° 1/8 2-12 �` �`.
<br /> 6005162-43 � 16"o.c.- —. /� -�.'---_._� � >,�,._.. ,_„s ._.. _ �
<br /> f
<br /> PROViDE (2) 60Q�162-43 cr EACN � S5N1A 8�OT125-54 --� � �-�i�rP. - � � �;� .
<br /> / �- � ,� 5/8"�6 x 4 'l/2" E�1SEU�i�ilf'SfJ�a � ,�
<br /> �I�lD C��WP�.L�AT J�MSS � COiVT TF�ArK--- . � 71�CN N� SC��W Flf�Ci-10��T
<br /> \� � Ca� 32°J.C. VERT. ���ClR1�.� � �
<br /> JAUB BcYO�v� ; .' � 3„ L�(A.�CrESS HOL� � '
<br /> �
<br /> ----�----- � RE�'LACE ALL(E)SLAE3 �
<br /> I DO+NELS w/(N)#4 r.4'-�"LnhJG `
<br /> _ ���v�'��� � ����'I�N � - ��i������ND ��UXY @ 1�°o.�. �
<br /> I , (N) CONCi�ETc�`'.-,L�',B ':'
<br /> - --- -- _�' : .
<br /> C)���11I�J� �-I���E�2 t��t�'C). COLUMN SE� ��� --� � °D rJN GRADE -SEE �LAN . � ,—
<br /> .-%� �
<br /> (E) CONCRE-fE WALL � — — . x x— X_— X � ,I • • �.0.LEDGER
<br /> (2) 600S162-43 @ 1'-:i"TrJ 3'-4" (2) ��MA 6005250-43 � , � �
<br /> END OF WALL 600T200-54 CONT w/(2)#10 � / , � G-����� � ������� i ` °� � � �
<br /> �CREWS AT EAC�I STUD AND 5/8" DIA.A.B. x 6" EMBED AT 48"n.c. 3'-5"TO 5'-0" (2) SS�IA f300S250-43 � VAPOR RETARDER, � � �
<br /> LI�IE OF D�JCK � ,: SEE ARCH'L � ` �'°
<br /> LEVELER- SEE PLAN I
<br /> ,: ,, .� �
<br /> ..
<br /> , � �: ,
<br /> 5'-1"70 7'-0" 2 SS�IA 1000S250-54 �'B'C' 1!4" COLUM�J � `" `'
<br /> DRILL4"aNDEPDXY �RILL�"ANDEPDXY � ) _ _,I_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ! �
<br /> � #4 x 1'-8" LONG #4 x 1'-8"LONG � C�P PLATE
<br /> � (E) COLUMP�
<br /> �24"�.c. @ 24°�.c. ,
<br /> ,;
<br /> ; �
<br /> l. �
<br /> 7'-1"TO 8'-4" (2) SSMA 1000S250-54 � _ _ _ % - I
<br /> - - - - - - -- ,,.
<br /> SAWCUT�S REQUIRED O SAWCUT AS REQUIRED � — — � � ( �
<br /> (E) SLAB ON GRADE (E) SLAB ON GRA[JE 8'-5" TO 10'-6" (2) SS�viA 1000S250-68 - � � ' �-} 3/4"x10'x1'-0" BASE PLATE ACCESS HOLE / � � , � �
<br /> � � � w/(4) 3/4' DIA. x 6' EMBED �
<br /> #5 DOWEL @ MID-0EPTH OF I 5/16 EPDXY BOLTS � I '' / � �
<br /> F��"--- FOOTING @ 8"o.c.- DRILL 6" � � COLUMN SEE PLAN ' � �
<br /> TYP. 1/8 2-12 �FLR (2) ROWS OF#10 TEKS AND EPDXY INTO (E) FTG ! 1 1/2" MIN DRYPACK (FULL HEIGHT - `' i - �
<br /> � _ CONT 600T125-54 @ 12"o.c. STAGGERED I ) i (E) CONCRETE WALL, � �
<br /> � _ #10 TEK @ 12"o.c. � ��CK TOP& BOTT SPACING -TYPICAL , I � UNDER BASE PLATE I SEE PLAN
<br /> C° AS SHOWN „ I PROVIDE 3" MIN. CONC � � � �� e � � -
<br /> � � COVER OVER BASE PLATE � 1 9 i �
<br /> � 2"x3"WIDEx18 GA. ADD WATER PROOFI�G �
<br /> PLATE w/(2)#10 TEK ,I I II PER ARCH'L SPECS ANCHOR � LL� �
<br /> DBL HEADER- EACH SIDE @ 12"o.c. o � �
<br /> � #5 AT 12" o.c. EACH WAY SEE SCHED � _� ---- � �
<br /> � . e .
<br /> � � 2 � CRIPLE STUD B/FTG � �
<br /> #5 AT 12"o.c. MATCH (E) � � �
<br /> (E) FTG � � �
<br /> #5 AT 12" o.c. �
<br /> ���I��A� ������� �► ��������, ������� � EACH WAY 1'-6" (N) FTG 1 6 EACH WAY 'o � �"' �
<br /> T L lJ � lJ L �
<br /> 17 13 10 7 3 �� �
<br /> 1. STEEL S7UD.
<br /> �3 �7�� 2. �NPUNCHED STEEL STUD TRACK 5/8"S7� x 4 1/2" EMBED SIMPSON
<br /> 1/16 2-12 -ATTACHMENT REQUIRED Y2' DIA ` � TITEN HD SCREW ANCHOR AT
<br /> (2) 600S162-43 @ END OF WALL EXPANSION BOLTS @ 48"O.C. @ 32"O.C.VERT. SPACING
<br /> 1/8 1 ���� � (2 MINIMUM)OR%"x%4" LONG ' � 3"DIA.ACCESS HOLE % ,,:. (E) CONCRETE WALL,
<br /> (E) CONCRETE WALL POWDER DRIVEN PINS @ 8"O.C. '
<br /> I I I I �� FASTENER SHALL HAVE I.C.8.0. � REPLACE ALL(E)SLAB (N) HSS SEE 2/S500 SEE PLAN
<br /> � �9� � I �' REPORT FOR SAME INSTALATION. I DOWELS w/ (N) #4 x 4'-0"LONG
<br /> ,:
<br /> `I I I I I • 3. MULTIPLE OR INTERSECTING ` - DRILL 5"AND EPDXY @ 12"o.c. �
<br /> I I I I � • • II.�•I.� STUDS WHERE OCCUR. CONNECT % _ TITENXHD SCREW ANCHOROAT � �
<br /> � (N) CONCRETE SLAB
<br /> 16 � � � � I WITH 2 ROWS#10 TEK SCREWS COLUMN SEE PLAN � °O ON GRADE-SEE PLAN @ 12"O.C.VERT. SPACING `' �
<br /> 2(a) MIN. ., � � � � � �5� �� " -
<br /> _ � �3� @ 24"O.C. STAGGERED SPACING.
<br /> �
<br /> AT INTERSECTI1�13 STUDS 1 ROW (E) CONCRETE WALL — x— x x x �
<br /> I I I I OF SCREWS. 3" DIA.ACCESS HOLE
<br /> I I (5) 4. #10 TEK SCREW EACH SIDE, g-,/-�o._�-�� o o �-�o..,/�o � � date: I/�/IS
<br /> i�-1 I 1=1 I 1=1 I 1=1 , � � � � � � ii i � i � � -
<br /> � ( � � (1) I � I I � EACH STUD. I VAPOR RETARDER, _ issued for:
<br /> —� � �—I�I—I I I 5. (2} #10 TEK SCREWS.
<br /> ' I_ � I - I I I I� / SEE ARCH L � • , in
<br /> �I I I—I % FW FLR � I � 6. (4) #10 TEK SCREWS. i A.B.c. � � % P��M11' SU�t�iITT�L
<br /> —I I I (E) SLAB AS OCCUR - - - - - - - - - � 7. WELD STUDS FACE TO FACE. �,
<br /> �—I OR FINISHED GRADE �8� � 8. STUD BLOCKWG. (E) SLAB 5 3/4°x14"x1'-2" BASE PLATE ,
<br /> '� i � w/(4) 3/4" DIA. x 6" EMBED � f2VISI0C1 I10.: dat2:
<br /> , � � 9. 18 GA. CLIP ANGLE BY STUD - I EPDXY BOLTS - /�
<br /> � '' ` MFR WITH (3)#10 TEK SCREWS
<br /> � � � . 4 (2) AT EACH STUD WHERE SHOWN IN .�� i 5/16 1 1/2" MIN DRYPACK '
<br /> 0
<br /> � ,. � � ) DETAILS. UNDER BASE PLATE
<br /> TYP FOOTING -� � �
<br /> 10. TYP WELD CLIP TO FRAMING , I �
<br /> � I PROVIDE 3" MIN. CONC % , �; .
<br /> REINFOftCING `� o III I,!,I I (6) MEMBER COVER OVER BASE PLATE
<br /> �;
<br /> N � (E) FTG i ,
<br /> NOTE: ADD WATER PROOFING � 5EE ARCH'L
<br /> ` PER ARCH'L SPECS
<br /> STEP FOOTING AS A. FOR SIZE AND GAGE OF TYPICAL /, •II II � I job no.: I�'-O3�
<br /> � REQUIRED PER 18/- STEEL STUDS, SEE GENERAL I I
<br /> NOTE: RFINFORCING MAY BE CONTINUOUS U STRUCTURAL NOTES. SPECIAL SIZES u � I I
<br /> i� B/FTG ARE CALLED OUT ON PLAN AND/OR DETAIL. •
<br /> MATCH (E) B/FTG I � (E)WALL BEYOND sheet title:
<br /> FIELD VERIFY B. INSTALL ALL SCREWS PER METAL STUD MATCH (E) I I FOUND�a1'fON DETAILS
<br /> DRILL 6"AND EPDXY INTO MANUFACTURERS ASSOC. SPECIFICATIONS. (E) FTG I I
<br /> (E) FTG-TYPICAL #5 DOWEL @ MID-DEPTH OF � -6 EACH WAY C Sf182t t10.:
<br /> #5 x 2'-0"LONG AT 8"o.c. FOOTING @ 8"o.c. -DRILL 6"
<br /> �YI I ��L ������� F���� �� TY� M ���L �TIJD WALL ANDEPDXYINTO (E) FTG (N) FTG '
<br /> 1 � � � � � � -TYPICAL �
<br /> ����V1/ ���VN ���TIC�� � � � �
<br />
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