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� _���,.� __ __ _ _ _ , _ . _ __._ __
<br /> .
<br /> COMPRESSOR RACK _
<br /> AND FRAME BY OTHERS ANCHOR POINT, • —
<br /> ' ' (4)MINIMUM
<br /> � �
<br /> � � •
<br /> N i i TUBE STEEL LEG AND
<br /> ; ; BASE PLATE PER MFR.
<br /> U � � i
<br /> s�s"DIA x 2"EMBED ARCHITECT OF RECORD:
<br /> -a NEW CONCRETE SLA6 EXISTING SLAB ON 1 1/2" 3" 1 1/2" � � EXPANSION ANCHOR JAMES A. HAILEY
<br /> `v PER PLAN GRADE TO REMAIN
<br /> � ; ; � 6700 ANTIOCH PLAZA
<br /> L4x4x3/8 x REQUIRED WITH ; ; SUITE 300
<br /> -• ' • � (2)3/8"DIA x 2 3/4"EMBED VACUUM DRAINAGE p�.,qN VIEW MERRIAM, KS 66204
<br /> -o . � • . • � ' ----- � EXPANSION ANCNOR, ;�; " SYSTEM BY OTHERS
<br /> . ' ' o . - � . . � o" . ----- : � (2)EACH SIDE OF RACK
<br /> NEAR RACK ENDS,
<br /> (8)TOTa� COPYRIGHT NOTICE
<br /> d� EXISTING CQNCRETE SLAB
<br /> #4x12"DOWELs AT 48"O.C., � This drawing was prepared for use
<br /> EPDXY EMBED 4"MIN WTO on a specific site
<br /> EDGE OF EXISTING SLAB EXISTING contemporaneousiy with its issue
<br /> CONCRETE SLAB date and it is not suitable for use on
<br /> a different project site or at a later
<br /> time. Use of this drawing for
<br /> reference or example on another
<br /> 1 SLAB DOWEL DETAIL 2 COMP. RACK ANCHORAGE DETAIL 3 VACUUM EQUIPMENT ANCHORAGE pro;��t reqU��es the Serv��es of
<br /> �+2.0 SLAB_DOWEL.dw 1 1/2"=1'-0" S30.dwg 1"=1'-0" S30.dwg 1"=1'-0" properly ficensed architects and
<br /> J
<br /> g S2.Q 2•� engineers.Reproduction of this
<br /> drawing for reuse on another praject
<br /> is not authorized and may be
<br /> contrary to the law.
<br /> � CGNSULTANT
<br /> ENGINEERING + DESIGN
<br /> 3933 SW Kelly Avenue
<br /> #a x�2°EPDXY DOWELS Portland, Ore on 97239
<br /> AT 48"O.C.,(4"EMBED) SECURE BRACE TO BLOCKING 2x8 BLOCKWG AT TOP OF NEW 6x12,BEAR ON EXISTING g
<br /> EXISTING WITH(3)#10 x 1 1/2"LONG BRACE WITH SIMPSON'LU26' GLULAM BEAM AND SECURE 503.222.4453
<br /> CONGRETE NEW CONCRETE WOOD SCREWS FACE MOUNT HANGER EACH WITH(2)SlMPSON'A35�cuP VI.MK.COM
<br /> WALL RAMP SLAB PER END ANGLES EACH END
<br /> 1 PLAN
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<br /> . . . . �. __ • . " � �C �� }! f ��l i� . � .
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<br /> � ;Z � � „ �
<br /> } -- ''" �'° i; �
<br /> { . .. - t � : 4` FE t ;
<br /> '� +15'-0"t VERIFY
<br /> 4.)
<br /> S . � . . .. ' I �
<br /> ' �
<br /> � F . � . , ' - t. , � � 1 I
<br /> f�i I
<br /> i � E)2x 00 JOIS S AT 6"O. . °� EXISTfNG FOOTING
<br /> , ,
<br /> � � �
<br /> : ,. � � �-�
<br /> ' 10 SECURE TOP TRACK TO FRAMING i i I'�
<br /> EL W WITH(2)#10 x 1 1/2"LONG WOOD ; ; z
<br /> ; (2)6 S16 -54 B XED SZ•� ° SCREWS AT 6"O.C.STAGGERED ; ; � � O
<br /> < � �
<br /> + C ' ' �
<br /> ; JOI �
<br /> � I I , E�L� �,A 24" 600S162-33(MIN)VERTICAL � � (JJ
<br /> ; , MIN s S� 2�33 �BE, W� , 4 GONCRETE RAMP DETAIL ST�os AT�4��o.�.,PROVIDE � ; - a Z �
<br /> ; �_.__._ .�_..�.,__..__.� .�__ _-( ) -(8EL )...__._..._�_1__- ----_-J___..__.__ 2� CONGSLAB DOWELSS30.dwg 1"= 1'-0" tEACH E DREWS TO TRACKAT i i
<br /> � � W Q
<br /> A � ,.,—��,, , _ � �_�_.___�-�. _:___ � � � � w �
<br /> � � OC U
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<br /> (E} CANO Y OIST AT 24" .C• i i r n `�-/
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<br /> � � Q
<br /> � �
<br /> sz.a � � � � W �
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<br /> ( )6QOS1fi -54 BO D �P � ' ' W �„�
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<br /> 9 8 ' ' �
<br /> n s2.fl s2.o � � 0 W
<br /> B LOW . ; ; a Q (V �
<br /> ----- � � � � �
<br /> r. -' � �
<br /> .� �t.�,..�. .��� � ,,�. �.�,�„�.�...� � �
<br /> , , W
<br /> (E)BEAM M. � � �
<br /> __.__._...�. __..__ _- ---_.__�. ._�_._ ._.___.�...____ ._.. ._-____._____.____ ___-___._ _ ___ _ _-_ _._.._ _�.�_.._ I __. .___._._.__ ._.__,_._. _
<br /> ______..__..___._ ___ __. .
<br /> �
<br /> � - �
<br /> � - �
<br /> (2)600S162-33 BOXED POST, " � �
<br /> TYPICAL(4)PLACES #4 x REQ'D EPDXY DOWELS ;
<br /> EXISTING SLAB AT 24"O.C. 18� �� � �
<br /> ON GRADE (4"EMBED) 362S162-33(MIN) �� ", �
<br /> BRACING AT 48"O.C. � " � +10'-0"t(VERIFY)�
<br /> VESTIBULE LEGEND: VESTIBULE NOTES: � ___ � , ; B.o.B�,�E
<br /> #4 TOP AND BOTTOM W � i i
<br /> 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS � � SECURE BRACE ' '
<br /> E CONGRETE WRLL 4" ¢ ' '
<br /> � � WITH ARCHITECTURAL DRAWINGS. ��N � NEW CONCRETE RAMP > N TO STUD WtTH � �
<br /> 2. CONTRACTOft TO VERIFY EXISTING FRAMING WITH CONDITIONS v SLAB PER PLAN (3)#10 SCREWS i i ISSUE BLOCK
<br /> NEW CFS 600S162-33 STUDS AT 16"O.C. SHOWN OR NOTED PRIOR TO BEGINNfNG WORK. NOTfFY � �
<br /> ENGINEER IF D{SCREPANCIES OCCUR. � � NO. DATE DESCRIPTION
<br /> . . i,,,;
<br /> o � TRACK WITH 1 1/2" � i 1 08/17/18 CCD1
<br /> (E)COLUMN FLANGES,DEPTH AND ; ;
<br /> GAGE TO MATCH STUD, ' '
<br /> � NEW BUILT-UP CFS STUD POST PER PLAN ` ' +8'-0"t(VERIFY) �
<br /> TYPICAL TOP AND
<br /> BOTTOM T.O.OPENING
<br /> A VESTIBULE FRAMING PLAN 5 CONCRETE RAMP DETAIL 6 WALK-IN COOLER SOFFIT FRAMING DETAIL
<br /> SG. 1/4"= 1'-0" SL.O �"=1'-0" JZ.�
<br /> 1"= 1'-0"
<br /> ; ,:
<br /> EXISTING CANOPY Y� �,: ��
<br /> - JOISTS PER PLAN, J`1 : f ,`�, �
<br /> TYPICAL r `
<br /> � �
<br /> � �
<br /> 2x6 BLOCKING AT 24"O.C. � �
<br /> WITH SIMPSON'A35'CLIPS i ; i
<br /> EACH END � � 600T150-33 TOP TRACK,ATTACH
<br /> � ° � WITH(2)#10 x 2-1/2"LONG WOOD
<br /> i i SCREWS AT EACH BLOCK NOTE:
<br /> ' ' SEE DETAIL(9/S2.0)FOR
<br /> � �
<br /> FINISHES PER ARCH � � � CFS STUD WALL PER PLAN CONDITION AT TOP OF POST
<br /> ' EXISTING SOFFIT
<br /> FRAMING 8/17118
<br /> �
<br /> � I � � � � EXISTING GLULAM `�.td
<br /> � � ,� I
<br /> ' i i ' BUILT-UP
<br /> � ; i CFS HEADER g ; ; BEAM �
<br /> � � #10 SGREWS AT 6"O.C., ; ; :::��, '�" oz -
<br /> , � , � � � 4 PLACES � � lr,F,�,,�:,,•
<br /> � � ( } � � ��. ,�,, EXISTING 2x
<br /> � F � � BUILT-UP CFS POST �ti .ti
<br /> CONCRETE CURB WITH � � i i HEADER STUDS PER PLAN PER(1/S1.2) ; ; ����.,�` CANOPY! �
<br /> DOWELS PER ARCH � i:�a � 640T150-33 BOTTOM TRACK WITH ;i � � `*. `��
<br /> � � PAFs AT 6"O.C.STAGGERED � � i i N � ' SOFFIT JOISTS o � �
<br /> � �, � i � � � Q ST PER PW ,r���;" �P 315 .�c,���,
<br /> ' ' ' � � 600T150 TOP AND BOTTOM, ' ' ,���`'� SGI ST Ry �,�"
<br /> , , , � � SECTION , , ' I �cs
<br /> EXISTING SIDEWALK, I I — � ---------- --------- �``�4`�
<br /> � � CONCRETE SIAB AND REINFORCING
<br /> � � GAGE TO MATCH HEADER STUDS C ��� _ O1V
<br /> i i PER PLAN,TURN REINFORCING 1 '
<br /> DEMO AND REPAIR . � � EXP 1
<br /> HEADER SECTlON � r� ��
<br /> AS REQUIRED i i DOWN AT FOOTING AS SHOWN BUILT-UP � � � � L3x3x16GA x 0'-6"WITH(4)#10 B I } �
<br /> ------- � :�� f��. /31119
<br /> , , :
<br /> t � CFS POST i i SCREWS EACH LEG,TYPICAL � �
<br /> � �
<br /> A ;� ABOVE AND BELOW HEADER C � �
<br /> • • #10 SCREWS AT 6"O.C., ' '
<br /> � � � � � (4)PLACES >; ' ' 362T150-54 LEDGER
<br /> ° `� • i i „ , — — r ; � i
<br /> . .d..: . ' • � ' � � - , EXISTING CANOPY JOISTS , ,
<br /> - � :� , j� ��, PER PLAN,TYPICAL TRACK WITH(2)#10
<br /> Z � . " p POST STUQS PER PLAN ;_ �y. ,Y ; ; � � SCREWS AT 24"O.C.
<br /> � � � - EXISTING � 16GA x REQUIRED x 0'-6"WIdE ; i DATE: 04/04/18
<br /> PROVIDE CONCRETE TURN-DOWN � �
<br /> � � � e CONCRETE , � � BENT PLATE,ATTACH WITH 1/2"DIA �� ' '
<br /> tO . FOOTING AT NEW SLAB EDGE , , • 400T150 EACH SIDE,GAGE 6x6 BLOCKING . , � . � �� �
<br /> � ' SLAB , , x 2"EMBED EX P A N S I O N A N C H O R � � � � 3 6 2 T 1 5 0-5 4 L E D G E R T R A C K
<br /> TO MATCH POST STUDS WITH SIMPSON L3x3x16GA x REQUIRED,A't-fACH TO , ,
<br /> � � M � � AND(2}#10 SCREWS AT EACH 'A35 CLIPS � ' POST WITH(4}#10 SCREWS AND TO � � WITH(2}#10 SCREWS AT DRAWN BY: KRS
<br /> #4 CQN7 AT BOTTOM � � TRACK FLANGE,(8)SGREWS TOTAL POST PLAN SECTION �' ; ; EACH STUD
<br /> ' . -m , , �— EACH END � � � � BLOCKING WITH(4}#10 x 2-1(2"LONG
<br /> - • i � • L.:/
<br /> . ; , SCREWS,TYPICAL EACH SIDE OF � � CHECKED BY: JJE
<br /> , ,
<br /> , �. i � POST � ; GFS STUD WALL PER PLAN
<br /> 8"MIN � � � , ,
<br /> � JOB# 20170813
<br /> 7 VESTIBULE WALL DETAIL 8 BUILT-UP CFS HEADER AND POST DETAIL 9 VESTIBU�E POST DETAIL 10 VESTIBULE CEILING DETAIL 11 SHEETTITLE
<br /> S 2. 1"=1'-0" �. 1"= 1'-0" 2. 1"=1'-0" �. � =1-0
<br /> STRUCTURAL
<br /> DETAILS
<br /> SHEET NO.
<br /> � � � �
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