|
(E) TOOLING POST o SEE PLAN
<br /> �
<br /> c�
<br /> Z EQUIP BASE OUTLINE
<br /> (E) TOOLING BASE PL Z � CLEAN SURFACE PRIOR
<br /> �
<br /> = v�
<br /> N � TO CONC POUR NOTE 2, TYP °- „
<br /> �- �} z o � ROUGHEN TO 1/4
<br /> z � 2 B � AMPLITUDE TO WITHIN #6 x 4�-0" C� 14" OC, DRILL & EPDXY
<br /> � ,— �' g 1 1/2" OF T/ SLAB 9" MIN DEPTH W/ HILTI HY-200
<br /> � � � S791 ELEVATED HOPPER SUPPORT �, �
<br /> � LEG BASE PLATE (BY SUPPLIER) (E) CONC SLAB \ N #7 T&B C� 14" OC EW
<br /> I (E) CONC SLAB
<br /> � ROUTER FOUNDATION, SEE PLAN
<br /> � -�- �
<br /> w�
<br /> y (E) RECESSED BOLT HOLE w� � � � w� • • � • Z
<br /> �`o, �o � 1 1/4" DIA (MIN) SS HILTI HAS ANCH � - �
<br /> �``------ ``'� o DRILL & EPDXY 12" MIN DEPTH '�' °-
<br /> �� � / SEE NOTE 1, -i I H I 1=1 I 1=1 I 1=i' �
<br /> 0 o W HILTI HY-200, 4 EW � 12" �j�_�i�-��• • • • • •
<br /> �� Z� ~ DO NOT DAMAGE (E) REINF # #4 x � � 18" EW, DRILL & EPDXY 4" DEPTH ___
<br /> 3/8 DIA HILTI HAS ANCHORS, Q � �
<br /> DRILL & EPDXY 5'� DEPTH W/ HILTI HY-200, DO NOT DAMAGE (E) REINF ''=1I I-I I 1=1 I1=1 I I ll I-I I I-I I1=1I 1=�
<br /> I-1 I I-1 I I���I I li��I I I,;,I I I,;,I I I���I I1='
<br /> NOTES: W/ HILTI HY-200, TYP (8) LOC �n
<br /> /-�
<br /> 1. DESIGN IS BASED ON 8 INCH MINIMUM SLAB THICKNESS WITH REINFORCING AT 24 INCHES ON-CENTER. (E) CONC SLAB S791
<br /> FIELD VERIFY PRIOR TO CONSTRUCTION. THICKER SLAB OR TIGHTER REINFORCING SPACING IS ACCEPTABLE. SECTION PLAN � NOTES: NOTES
<br /> 2. AT EXISTING LOCATION, REMOVE EXISTING BOLTS WITHOUT DAMAGE TO BASE PLATE. SEE ARCHITECTURAL FOR
<br /> FLOOR REPAIR AT BOLT �OCATIONS. � 2B 1. ANCHOR CLV VACUUM PUMP SKID T0 PAD WITH A MINIMUM OF (4) 3/4" DIAMETER ANCHOR RODS (1 AT EACH CORNER). � 1. SEE MECHANICAL FOR ROUTER LOCATIONS
<br /> 3. SEE ARCHITECTURAL SHEET 1A10-43 FOR TOOLING LOCATION AND LAYOUT. NOTES: FILL ALL AVAILABLE ANCHOR HOLES, DRILL AND EPDXY 8" MINIMUM DEPTH WITH HILTI HY-200. 2. ROUTER ANCHORS NOT SHOWN. ANCHORS ARE PER SUPPLIER.
<br /> 4. PERIODIC SPECIAL INSPECTION SHALL BE PROVIDED FOR ANCHOR INSTALLATION PER MANUFACTURER'S 2. CONFIRM PAD SIZE WITH EQUIPMENT SUPPLIER PRIOR T0 CASTING PAD. PAD SHALL EXTEND 6'� MINIMUM PAST EQUIPMENT
<br /> REQUIREMENTS (ICC ESR-3187) AND 2012 IBC TABLE 1705.3, 1TEM 4. 1. VERIFY MINIMUM SIZE WITH HOPPER SUPPLIER AND HOPPER BASE PLATE. ANCHOR SIZE AND SKID ON EACH SIDE.
<br /> EMBEDMENT DEPTH TO BE INCREASE AS REQUIRED BY HOPPER SUPPLIER RECOMMENDATIONS.
<br /> S T OW B I N 2. DO NOT FABRICATE OR DRILL ANCHORS PRIOR TO VERIFICATION PER NOTE 1.
<br /> TOOLING BASE PLATE ANCHORAGE DETAI � � C �V HOPPER BASE � � ANCHORAGE 2 HOUSEKEEPING PAD 3 ROUTER FOUNDATION SECTION
<br /> 4
<br /> SCALE ; NTS 1A10-43 S791 SCALE; NTS 1S10-05 S791 SCALE ; 3 4"=I '-0" " ' "
<br /> / 1 S 10-05 S791 SCALE: 3/4 =I -0 S 10 S791
<br /> S15
<br /> STOP LONGITUDINAL REINF � JT LOC V-JT & UREfANE SEAL 1/2" DEPTH
<br /> L4x4x5/16 W/ 1/2" DIA x 0'-4" COVER PL7/8 NON-SKID �(SEAL 7 DAYS AFTER POUR)
<br /> WHS � 12° OC FINISH, SEE 8/S791 SIM L2x2x5/16, TYP
<br /> FOR CORNER LIFT POINTS
<br /> SEE 6/S791 FOR #6 x �- � 14" OC, • • • �
<br /> EDGE ROUGHENING DRILL & EPDXY 6" MIN
<br /> (E) CONC SLAB
<br /> DEPTH W/ HILTI \��\/�\/ / � \�\\����\�i�
<br /> HY-200, TYP ES ' � ' ��
<br /> (2) LAYERS OF REINF ' 3�� 3/4" DIA BOLT,
<br /> ROUGHEN TO 1/4° PARALLEL TO JT � JT EDGE COUNTER-SUNK
<br /> • •• •� #6 CONT � 12" OC MAX AMPLITUDE TO WITHIN SECTION 7A WTO OUTER PL
<br /> • • -�
<br /> 1 1/2" OF T/ SLAB �
<br /> - - - - - - x '� o CONC SLAB PATCH �
<br /> - � �
<br /> -'�'-"' 'I 1=1 I - I I 1=1 I 1=1 I 1=1 I 1=' �� (E) CONC SLAB COORD W/ MECH � � �
<br /> -1 _III • 1=1II-III-1I1=1II - �
<br /> ANGLE TO -I I I-I I I 1=1 I I-I��=i'' `° �
<br /> NOTE 3 w� � PL TO & HSS
<br /> PL, TYP 1/4 2 C� 6 '=1�� �=i I I=�' N o Q r - I
<br /> _ � 2'-0° MAX 111- 10" CONC PIT o I > I A gA
<br /> L3x3x5/16 � 12" OC =I • (COORD W/ MECH) • I I 1= WALLS, TYP `" 6 -- ---- -�- S79� NUT TO PL 3/16
<br /> 1 I I I-I (E) J T I N S L A B, s E E S791 `-'
<br /> _ �_ • • • •
<br /> 3 � 12 1/4 _��� PLAN & FIELD VERIFY �--� , „
<br /> �P 3 � 12 1/4 'i� • � • • � ����- o _- - - - - - - PL1 x3x0 -3
<br /> �-iTl=1 I I-1 I I-1 I 1=i' -i I 1-1 I 1=1 I 1=1 I 1=�'
<br /> . ' �I�_i�, " g z ' Tj-1��-��
<br /> - — N � PLAN SECTION 8A
<br /> ���-���-,��-��I-���-�T-���-
<br /> #6 x u � 12" #6 DOWELS � 12" OC v�
<br /> #6 CONT � 13" OC W/ DRILL & EPDXY 9" MIN = = 7A
<br /> HOOKS � CORNER & ENDS DEPTH W/ HILTI HY--200, T`(P a �
<br /> � o S791 NOTES
<br /> NOTES NOTES: �
<br /> (E) CONC SLAB (E) CONC SfAB 1. ONE LIFT POINT AT EACH CORNER OF PLATE.
<br /> 1. SEE MECHANICAL FOR VAULT LOCATIONS AND SIZE REQUIRED. 1. SEE MECHANICAL FOR SLAB CUTTING LOCATIONS, pEPTHS, AND PIPE SIZES. 2. LIFT POINTS AT PLATE WITHOUT HSS EDGE BEAM ARE SIMILAR.
<br /> 2 TRENCH LOCATIONS ARE SIMILAR. SEE 10/S791 FOR CONNECTION TO EXISTING TRENCH. 2. SEE 7/S791 FOR SLAB PATCH AT EXISTING SLAB JOINT LOCATION.
<br /> 3. HOOKS ARE REQUIRED AT ENDS OF DOWEL BARS FOR WIDTHS LESS THAN 2'-6". PLAN
<br /> � C � EAN OUT PORT VAU � T 5 S �AB PATCH DETA � 6 S �AB PATCH P �AN AT JO �1T
<br /> � �AU � T CO�ER L FT POINT g
<br /> SCALE ; 3/4"=1 '-0" S10 S791 SCALE : 3/4"=1 '-0"
<br /> S10 5791 SCALE ; 3/4"=1 '-0" S10 S791 SCALE ; I I/2"=1 '-0" S791 S791
<br /> S15 S15 S15
<br /> L6x3x5/16 W/ 1/2" S79� HSS5x3x1/4 lYP COVER PL7/8 W/ NON-SKID FINISH, S791 S791
<br /> DIA x 0'-4" WHS � 12° OC nP � 16" OC SEE 8/S791 FOR CORNER LIFT POINTS
<br /> 1/4
<br /> -i i i-��� �j�-_-� 2 C� 6 HSS TO I I 1=1 I 1=1 I 1=1 I 1='
<br /> - I i-I I I 2 � 6 PL TYP =1 I I-I I I-I I I-I I I
<br /> -I_I I-I =1 I 1=1 i i=i��-
<br /> �_ i_i=,,-.
<br /> �P 1/4 2 � 6 i I I
<br /> TRENCH WALL, SEE ,�, _
<br /> L3x3x5/16 W/ 1/2" �1'P HSS5x3x1/4 TYP PLAN & 5/S791 SIM m w
<br /> DIA x 0'-4" WHS � 12" OC A T P E RIMETER � • � Z o
<br /> w
<br /> Q � U � N
<br /> � W �f' �
<br /> O �' � �
<br /> Z
<br /> I � � � w J
<br /> � O p � 2
<br /> � �
<br /> c' (E) TRENCH WALL ``' Z �
<br /> � �
<br /> U
<br /> . � � . . � � � J m . � � �
<br /> . � . � . . � � � � � . . . . .
<br /> 5'-6" MAX o v'
<br /> _I (COORD W/ MECH) i-I
<br /> �II �III_
<br /> III� �ITI�
<br /> I_I
<br /> IIII = NOTES: � • I I I � I
<br /> �il II I�= 1. TRENCH FLOOR CONNECTION IS SIMILAR.
<br /> NOTES 2. COORDINATE LAYOUT WITH MECHANICAL. W2�j729�5 - WBS 2.3.2.� .� �
<br /> � �C N #� 728 134th Street SW � Suite 200
<br /> '"-"'���1=1 I 1-1 I 1-1�� "'- 1. SEE 5/S791 FOR ADDITIONAL INFORMATION. EV2f2tt. Washin ton 98204
<br /> 2. SEE 8/S791 FOR ��� Po�NTs. T R E I�C H C 0 N N E C T 0 N D E T A I � � o g
<br /> �A U � T A C C E S S �A U L T g �, > >, �o.o� .�5 Ph: 425 741-3800
<br /> s c a�E : 3/4 =I —0 s�5 s�9� www.reidmiddleton.com
<br /> scA�E. 3/4,�-i ,_o,� s�g� s79� s�g� o Co ri ht 2015 Reid Middletor�, Inc. M .
<br /> PY 9 �
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �
<br /> ��IAN C ACCEPTABILITY E. PENA 10.01.15 �
<br /> �' F WAS �o THIS DESIGN AND OR �HE�KEo SECTIONS AND DETAILS wz5�z9� 5 �o.o� .� 5 �
<br /> - IRC - WBS 2.2.3.2.15 - 777 & 777X STOWBINS W2572915 RMI/PNC 07.22.15 y o NI C� /
<br /> � �w �; `��� S P E C I F I C A T I O N I S A P P R O V E D P. CROCKER 10.01.15 sHE�- �
<br /> 1 IRC - WBS 2.3.2:1.11 - CLV VACUUM PUMPS W2572915 RMI/PNC 10.01.15 �0�,��� a��� �. APPROVED BY DEPT. DATE P. CROCKER 10.01.15 TITLE IRC — WBS Z.3.2.1 .11 - CLV VACUUM PUMPS �
<br /> 2 IRC - WBS 2.2.3.2.16 - ROUTER AREA W2572915 RMI/PNC 09.16.15 cHECKE� S�9 1 �
<br /> "p N� 37358 k'���'� APPROVED B U I L D I N G �O�O�� JOB N0. COMP N0. �
<br /> ,��,s�v� �����w W2572915 � .
<br /> `SI�NAL E� �I�� APPROVED DWG N0.
<br /> �o�° STRUCTURAL MASTER EVERETT, WA 40-056-S791
<br />
|