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1 . SEE SHT. S2n FOR GENERAL CONCR�TE NOTES. - <br /> . 2, FLOOR LIVE LOAD = 150 PSF. OR FORKLIFT. <br /> 3, TOP OF SLAB EL. 120'-6". . <br /> 4. MAINTAIN UNIFORM 5 1/2" SLAB THICKNESS. <br /> 5. FOR TYPICAL SLAB DETAILS, SEE SHEET 25508. <br /> � . <br /> 7 .5 8 8 .5 9 9 .5 10 <br /> � <br /> 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 14�-2 f�� <br /> � � � � � EXlSTING �VANDECK NEW VANDECK � <br /> T.O. SLAB EL. 120'-6" <br /> � � . <br /> 0 <br /> w) � . <br /> z � <br /> J �N <br /> E � pN � � � � <br /> + � �� g g � 2 <br /> , <br /> ! 2S514 2S508 2S514 2 508 2S514 2S508 <br /> TYP. <br /> --- ----- -- ------ ----- ------ -- -------- --------- -- - ----- ---------- ----- ---- --- - <br /> j � I � I I S514 2S508 � " <br /> �i � � � � 2 �, � o <br /> -- ----- -- -------------- -------------------- ----------� - - - - - �------------- ---- -- - - - ----- --- �---- `_ <br /> --- ---- ----- - <br /> ---- ------------ --- ---- <br /> - -----------------,��------------- -------- ----- - �J - �. J <br /> — - �4 t� 12" � l #4 C� 12" C � <br /> � C TOP & BOT., TYP. T P & BO ., TYP. 2S514 2S508 <br /> 2S514 2S508 �5 C� 6" TOP & BOT., � � C� 6" OP & BOT., � , <br /> nP• 2S514 2S508 P• 2S514 2S508 <br /> 0 <br /> PROVIDE 8) #5 DOWELS EQUALLY SPACED FROM EXISTING VANDECK SLAB TO NEW VANDECK SLAB. EMBED #5 BARS 7" INTO EXISTING W/ HILTI HVA <br /> � a ADHESIVE SYSTEM, EXTEND BARS INTO NEW CONCRETE 1 '-10". DOWELS TO BE 2'-5" LONG. PLACE BARS M{D-NEIGHT IN SLAB. <br /> � HILTI HIT-HY200 ADHESIVE SYSTEM. EXTEND BARS INTO NEW CQNCRETE 1 '-10". DOWELS TO BE 2'-5" LONG. PLACE BARS MID-HEIGHT IN SLAB. <br /> � �, <br /> VANDECK SLAB PLAN � I <br /> � SCALE: 1/16"=1 '-0" I v <br /> 3 <br /> � <br /> r N <br /> � <br /> , <br /> � . <br /> � <br /> � <br /> N <br /> N <br /> � <br /> N <br /> . O � <br /> O <br /> � <br /> N <br /> � <br /> � ' <br /> � <br /> , � <br /> U <br /> 'o <br /> 0 <br /> f o <br /> 0 <br /> . � , <br /> � <br /> � <br /> . N ������ <br /> �, <br /> � <br /> � <br /> � �l�U 0 2 201� <br /> � <br /> � <br /> � GEN��AL CONS`t�2U��'IOP1 Cb. <br /> � <br /> � 0' 8' 16' 32' 48' <br /> � <br /> � <br /> r <br /> : � <br /> 1 16 = - <br /> a . <br /> 0 <br /> N <br /> 00 <br /> � <br /> . O ' <br /> N <br /> �° I3er er��B <br /> U <br /> � www.brph.com Copyrighto 2017 <br /> � 33301 9th Avenue South, Suite 300 Architects, Engineers, Constructors <br /> o Federal Way� WaShit1ytOn 98003-260Q stateotwashi�9ton <br /> �, <br /> 19020 33r Ave , u�te 5 0 Certificate of Authorization <br /> � � (206) 431�23�� F�X: (206) 431-2250 Lynnwood,Washington,98036 Architecture No.603235572 <br /> 425-921-3500 Engineering No.3137 <br /> c SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE . <br /> � �KE � ACCEPTABILITY JKM �, o� �� VANDECK SLAB PLAN 16335 O 11/01/17 <br /> � 0 P4 TOOL. DECK & UTILITY DESIGN - ISSUE FOR CONSTRUCTION (WBS16335) ABAM BEM 11/01/17 y� oF wAsk�l�, THIS DESIGN AND/OR LEHcKE� 11 01 17 SHEEI' <br /> � � ,�� . � J' SPECIFICATION IS APPROVED <br /> °' B�E,��� �� ��`� APPROVED aY DEPT. DATE gEM 11 0� �� TITLE FACTORY TRANSFORMATION - 777X FAMBU SI MODIFICATIONS � � 1 �, �921 �. <br /> � � �� CHECKED S <br /> B U I LD I N G 40-025 JOB N0. COMP N0. <br /> � � W <br /> J � �� eAi E�``'��� aPPRovEo WO 15/2899-921 <br /> `�oNAL� APPROVED STRUCTURAL MASTER EVERETT, Wq °wc No. 40-025-2S514-921 <br /> �o/2s/» <br />