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<br /> GENERAL NO�ES GENERAI NOTES R4
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<br /> R10 Q � � � � R1 � 1122 80th Street S1N
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<br /> 6,_0� 6�-0» R3 EVERET T, WA 98203
<br /> . �
<br /> � ��-6�� s m i t h co.
<br /> �
<br /> 1725 westlake avenue n.
<br /> suite 210
<br /> seattle, washington 98109 ,
<br /> 206.838.5485 p
<br /> 206.713.4076 m
<br /> 6�-6�Y° 4'-0" 7�-10" 7'-10° 9'-1 " 11'-5° 7'-10" 7'-10" 7�-10° 7'-10" 206.464.0700 f
<br /> ksmith@smithco.org
<br /> http://www.smithco.org/
<br /> NOTE: ALL INFORMAl10N PERTAINING TO REAC110N BLOCK (DIMENSIONING, REINFORCEMENT,
<br /> � SEQUENCING, ETC.) NOTED IN PLAN AND DETAILS IS FOR INFORMATION ONLY. PROJECT
<br /> SPEClFIC REAGTIQN BLOCK PLANS, ELEVAl10NS, AND DETAILS PROVIDED BY SEATTLE SAFETY
<br /> ��'—g 4" SHALL BE REFERENCED TO PRODUCE SHOP DRAWINGS Consu�tant
<br /> � � R3 R13 R1 LONGITUDINAL BEAM REINFORCEMENTS — #10 � 10N oc (TYPE �E' SPLICE) �
<br /> �, Rt R6 /�
<br /> ¢ � R3 C N � 6 R2 LONGITUDINAL BEAM REINFORCEMENTS — (2)�10 (CONT}, TYP EA SIDE AND ENDS
<br /> � <�, \� OF BLOCK (TYPE F SPLICE)
<br /> R3 TRANSVERSE BEAM REINFORCEMENTS — #6 � 12" oc, T&B (TYP) ANQ �"� � 9"
<br /> oc, UNDER THREE LOAD AREAS T&B (TYPE �F� SPl10E) �
<br /> � � � ��� p R10 '' R4 HAIRPIN TlE AT CENTERLINE — #6 � 24" oc � FOSSATT I PAW LAK
<br /> II II II II II II II II � � � sTRUCTU��L EN�INEERs
<br /> �� �� �� �� �� �� �� M R5 REINFORCEMENTS — #5 S1IRRUPS � 12" o� WITH (2��"4+ X LONG (TYPE �D� 1735 Westlake Ave N,ste 2os seatue,wA
<br /> IJ 0 U U U II tl 98109
<br /> s • • • • • • • • • • • s • • • • • • • • • • • • • • . SPLICE) Phon8206.456.3071
<br /> ft9 Fax,206.456.3076 :
<br /> , \ R� TOP REINFORCEMENT � �9 � 6" oc FOR 11'-9�' FROM REAR OF REAC110N '"'"""��"'��0m
<br /> � Rt � 7'-10" R10
<br /> BLOCK (TYPE �E' SPLICE}
<br /> � , 1 R3 R7 SHEAR LUG VERTICAL REINFORCEMENT — �7 � 1�" oc ACROSS FULL WIDTH
<br /> � � ' 13
<br /> J R8 SHEAR LUG VERTICAL REINFORCEMENT — #5 � 12" oc EA FACE Consultant Registration Architect Registration
<br /> \ R9 VERTICAL TIES AT END OF BLOCK — #5 � 12" oc WITH STANDARD HOOK EA END
<br /> ./' � P pA
<br /> ` — 15 26 R�p PROVIDE STANDARD 90' HOQK AT END OF ALL LONGITUDINAL REINFORCEMENTS ���.� WASyrti���
<br /> 3/S3.2 �y =� a v
<br /> R11 FLOOR EXTENSION REINFORCEMENTS — PROVIDE #4 x 10� oc (EA WAY) STEEL �--
<br /> REINFORCEMENTS BARS AT MIDLEVEI WITHIN SLAB N �c'
<br /> � ��,n�(�, 23024 �e'��v�
<br /> R12 TOP REINFORCING — �10 � 6" oc FROM MAINTENANCE PIT TO FRONT OF BLOCK Fs T�q� E� Vti`�
<br /> (TYP 'E' SP�CE} SIdNAL E�
<br /> R13 TOP LEVEL REINFORCEMENT TO BE PLACED THRU BEAM CLEARANCE HOLES.
<br /> REINFORCEMENT CAN BE MADE OF SIRAIGHT ANDJOR L—SHAPED PIECES WITH �ssues anci Revisions
<br /> 7�-10° 7'-10" 7'-10" 7'-10" 7'-10° 7'-10" 7'—�pp 4'_g" APPROPRIATE SPLICE JOINT. REINFORCEMENT TO BE INSTALLED THROUGH BEAM
<br /> CLEARANCE HQLE BEFORE BEAMS ARE LOWERED INTQ POSITION IF ADEQUATE SIDE No. Date Issues By Check
<br /> � CLEARANCE NOT AVAILABLE FOR INSTALLATION Af'TER BEAM POSIl10NING. 1 12.14.15 FOR REVIEW JDA FPP
<br /> 2 12.16.15 PERMIT JDA FPP
<br /> REACTION BLUCK ELEVATION
<br /> %$"=1'-0" 2 3 01.15.16 PRICING SET JDA FPP
<br /> NOTE: ALL INFORMATION PERTAINING TO REACTION�BLOCK (DIMENSIONING, REINFORCEMENT, SEQUENCING, ETC.) NOTED IN PLAN AND
<br /> DETAILS IS FOR INFORMATION ONLY. PROJECT SPECIFIC REACTION BLOCK PLANS, ELEVATIONS, AND DETAILS PROVIDED BY SEATTLE
<br /> � SAFETY SHALL BE REFERENCED TO PRODUCE SHOP DRAWINGS
<br /> �j REINFORCED CONCRETE REACTION BLOCK 22 COMPRESSIBLE FILLER BELOW SLAB AT SIDES OF BLOCK,
<br /> 1° MIN
<br /> ' � FINAL CONCRETE PLACEMENT FROM TOP OF REACTION
<br /> 7 � BLOCK FOR WORKING SURFACE. POURED DURING SLED 24 PLYWOOD BOARD MAY BE USED AS BACK—UP FORM
<br /> 10 9 SYSTEM INSTALLATION, FINAL CONFlGURATION BY SEATTLE OUTSIDE OF COMPRESSIBLE FILLER, AND MAY BE LEFT IN
<br /> 9 g 4 �� SAFETY. APPROXIMATE VOLUME 10.74 CUBIC YARDS PLACE AFTER CONCRETE POUR
<br /> g 2,_2a � 2�_2p ,� � �3 MAINTENANCE PIT Zg IF PERMANENT FORMWORK IS REQUIRED FOR SOIL
<br /> RETEN110N DURING SHEAR LUG CONSTRUCTION USE
<br /> ��.. __ _ -- �4 JOINT SEALANT AT SIDES OF BLOCK AT EXISTING SLAB PERMANENTLY PLACEQ CEMENT BASED RIGID BOARD, SUCH
<br /> � ' " ' " AS "HARDYBOARD", OR 0.125"-0.250° THICK STEEL OR
<br /> . . � � �'— " g� " , . . . 2—�% 2—2 � • • O COMPRESSIBLE FlLLER INSTALLED DURING INSTALLATION OF
<br /> ,�.. � � R E A C T I O N B L O C K ALUMINUM PLATE TO FORM RETENTION WALLS. PLYWOOD REACTION BLOCK ELEVATION & SECTIONS
<br /> O EXISIING CONCRETE FLOOR SLAB SHALL NOT BE USED Project Name JAMCO SERVO SLED
<br /> O FLOOR EXTENSION—RECESSED FLOOR SLAB FOR ACTUATOR
<br /> , A �� � 2 �7 SLAB REINFORCEMENT — #4 � 12" oc 27 CYLINDER CLEARANCE CONCRETE SLAB OVER COMPACTED
<br /> ,�z fILL DIRT Project Number 15-201
<br /> = � 8 Ug #5 x 6" EMBED EPDXY DOV�LS � 12° oc
<br /> g�» 28 fL00R TRENCH FOR SENSORS AND PLU�IBING ACCESS TO Description
<br /> �g SURFACE OF SECONDARY CONCRETE SLAB (FINAL FIRING PRESSURE END
<br /> � p 7 " 7 " 7 p 5 r TROWELTF SHCEMENT SHALL HAVE A SMOQTHED STEEL 32 OF PNEUMATIC ACTUATOR.
<br /> 8 � 5 7/ 7� 5 � O PR4VIDE 2x4 CONTINUOUS WOOD NAILER UNDER FLANGE Computer File
<br /> MIN MIN OF RAIL SUPPORT BEAMS, DO NOT CONTINUE NAILER IN
<br /> �p CHAMFER EDGES OF CONCRETE 1.Q" x 45' MAINTENANCE PIT AREA
<br /> � CONSTRUCTIQN JOINT 40 UPPER CONC SURFACE OF REACTION BLOCK WILL BE FLAT Scale
<br /> 13 WITHIN Ya" IN RAIL MOUNT ZONE
<br /> 15 TYPICAL SHEAR LUG 4� SERVOBRAKE PLUMBING CONDUIT PIPE. PRO�DE (3)�"-4" Template 4.3 (120101)
<br /> �g SERVO—BRAKE/MAINTENANCE PIT WIDTH OD PLASTIG PIPE BETWEEN RAIL SUPPORT BM & AI� ideas, designs, arrangements, and plans indicated or
<br /> ACTUATOR SUPPORT BM EXTENDING FROM TRENCH TQ represented by this drawing are owned by and the property of
<br /> QCOMPRESSIBLE FILLER & JOINT SEALANT AT SIDES OF MAINTENANCE PIT smith co. uc and were created, evolved, and developed
<br /> 2d for use on and in connection with the specified project. None af
<br /> BLOCK AT EXISTING SLAB {1,0" THICK� such ideas, designs, arrangements or plans shall be used
<br /> � by or disclosed to any person, firm, or corporation for any
<br /> purpose whatsoever without the written permission of smith co. Ilc.
<br /> S3. 1
<br /> FLOOR EXTENSION CROSS SECTION ���=��-o�� g REACTIDN BL�CK CRQSS SECTION 1"=1�-0�� 6 LEGEND 3
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