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HOUSE KEEPING PAD
<br /> EXISTING FOUNDATION SLAB
<br /> 2'-0 5/$" EXISTING COLUMN
<br /> . . (W24x131 & WT12x52)
<br /> . a� .v � a . � �� •
<br /> . a a. � 4 � �
<br /> o � . � . ,o d� EXISTING WALL
<br /> SEE PLAN � • . � • �
<br /> a . • .a .
<br /> #5 � 12" OC, EW, TOP d; . • � .. .
<br /> #6 � 9" OC, EW, BOTTOM ' d. � ' • 4 . ' , � ' � • � ' , ,
<br /> EXISTING SLAB EPDXY OR SEALANT 4 •, Q . '. �a ' • � p a / 16�� ,.,��, � � /
<br /> 1-1/8 DIA x CONT. . . . 3„ � � �
<br /> GREASE ONE END OF DOWEI� � BACKER ROD ` � � ' � � ' B 16
<br /> � a s28o
<br /> . . . • . ,... . � : .•. . .. .': :.•.: . . . ;a•: .. � . . . ' '
<br /> ''I! •'!aa.v'• '•e. '� • , '.�• ..�• ' �. . ...��•'+� � Q d •
<br /> S � . . .. • 4.� ♦,��: i, . w. 'ar :;a�. ' � � . .s. . i^ ;t ' � ' � � �
<br /> .�� Q
<br /> � � :i�• •.v.• .'0•.!•,a' ••�� �a3�° ���"' �••a�-•"' . , ' ^� � a• , ' a . � , Q• a. . I (� .
<br /> • •�' •. �� .� � •:� '•. :�_1'i•. , • I
<br /> :d.. ' �/� • � •' •I,'1 t' C`J ' ' . . ' _
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<br /> . .., ,;,T _ , � ' a Q � I I
<br /> .. .. . ... . . .
<br /> 1" . . • . . • . I I
<br /> SAW CUT AND SEAL W/ ' � �
<br /> EXPANSION JOINT MATERIAL • a . Q d • � " � I �
<br /> �" DIA. x 14" SMOOTH DOWEL � 12" OC �. ' � � � a� � � � � �
<br /> GREASE ONE END. DRILL AND EPDXY IN . � �" � �
<br /> HILTI HIT HY 200 ADHESIVE. (6" EMBED) `� �. ' ' � �! � . � 4 TYP. �� $ DIA. HILTI HIT-Z SET IN �
<br /> . :� Q . � . . � HILTI HIT - HY 200 I � �
<br /> � PL 1 " �
<br /> SECTI0 �1 � ° � �. a� a . .� a 4 � � . �� �. � � �
<br /> 3/4" = 1'-0" 1 S60-12 5280 � . � � . . . � .°� .�a . . � � I I
<br /> . � �-1 ► I
<br /> I I
<br /> � - - -- - - - - - - - - - - - �
<br /> ,
<br /> � � c2oX�o � � �
<br /> � � i � � I � � M
<br /> � 3�, I
<br /> I 16 �
<br /> 2'-11" (8) 16" DIA. HOLES WITH I I �
<br /> (4) �" DIA. A307 BOLTS � � I �
<br /> AS REQ'D BY CONTRACTOR � � � � � � ;
<br /> P �A�! — HOUSE {� EEPI �lG PAD � ; ; �
<br /> 1 -1/2" = 1'-0" S280 S280 I I
<br /> I s,� I
<br /> 2'-��" (4) $"DIA. HILTI HIT-Z SET IN � 16 �
<br /> PL1 " (BY TOOLING HOUSE KEEPING PAD HILTI HIT - HY 200 I � I C20x10 � I
<br /> - - - - - - - - - - - - - - - '
<br /> 2'-3"
<br /> (4) 16" DIA. HOLES (TYP) MANUFACTURER) � � �
<br /> �4 � 10 OC, EW, TOP �
<br /> EXISTWG FOUNDATION SLAB �
<br /> W10X33 ��� _ � . . ° .° . � � �" 2 1 , �, �� NOTE:
<br /> �2) s HILTI HIT Z ��o � . , . : �a. . � � � a . � . q . � . . �4 � 2 -� �
<br /> SET IN HILTI HIT-HY 200 d�� . � . a.� . � . ° � . 4, � . � . . . TOP OF STEEL LOCATED AT
<br /> EXISTING SLAB AS REQ'D � a
<br /> � � �� � � d� \ o AN ELEVATION OF 12'-0"
<br /> � i �- � ABOVE TOP OF SLAB.
<br /> � � w �
<br /> . NOTE: P �A �I — TRANS �ORMER SUPPORT z
<br /> .. 4 . . ��. �� . � , �- FIELD COORDINATE W/
<br /> � �, a a � d�. . � � � . MECHANICAL FOR BEAM _-_ _ __ _�I�_ �-�/2" _ �'-o" 1S60-12 S280
<br /> � � ° . a . �a LO CATI O N AN D S U P P 0 RT —I I I—I I I—I I I—i I I—I I I—I I I I I I—I I I_I I I—I I I—I
<br /> . ��i� _���_� i i—i i i—i i i_i i i�iTi—iTi=i i�=i��_���-
<br /> � � LOCATIONS
<br /> SECTI0 �1 — PUMP SUPPORT �RAME c
<br /> SECTIOf� — HOUSE KEEPIf� G PAD � �
<br /> 1 -�/2" = 1'-0" 1 S60-12 S280 1-1/2" = 1'-0" 1 S60-12 S280
<br /> (4) 16" DIA. HOLES (TYP) (2) $" HILTI HIT-Z
<br /> WITH (4) BOLTS BY TOOLING W10X33 SET IN HILTI HIT-HY 200 W10X33
<br /> MANUFACTURER AS REQ'D
<br /> � o PL1 " (BY TOOLING o
<br /> NOTE: I� MANUFACTURER) NOTE:
<br /> FIELD COORDINATE W/ I� FIELD COORDINATE W/
<br /> MECHANICAL FOR BEAM I� (4) TOP FLANGE HOLES \ � MECHANICAL FOR BEAM
<br /> LOCATION AND SUPPORT �� SHOWN AS REFERENCE �, � LOCATION AND SUPPORT
<br /> LOCATIONS � �I � �' LOCATIONS 0' 6" 1 ' 2'
<br /> 2 �/4"TYP
<br /> 1 1 /2" = 1 '-0"
<br /> 0' 6" 1 ' 2' 3' 4'
<br /> P �A�I — TOP � �A�1GE 3 PL.A�I - BOTTOM ��A�1GE 4
<br /> 1 -1/2'� = 1'-0" S280 S280 1 -1/2" = 1'-0" S280 S280 3/4?� _ � �-0��
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<br /> www.brph.com Copyri�ht0 2016
<br /> Architects, Engir�eers, Constructors
<br /> 19020 33rd Ave W,Suife 530 State of Washington
<br /> L nnwood,Washin ton,98036 Certificate of Authorization
<br /> Y 9 Architecture No.603235512
<br /> 425-9213500 Engineering No.3137
<br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE O�PS A. � ACCEPTABILITY BEL 07 14 16 CONCRETE DETAIL �6�26 � 07/14/16
<br /> ��`�oF WASN���F THIS DESIGN AND/OR TALcKE� 07 14 16
<br /> 0 ISSUE FOR CONSTRUCTION (40-030 SHIM MILLS -GL15-16)(WBS 116126) BEL TAL 07/08/16 � � � SPECIFICATION IS APPROVED sHE�r
<br /> 1 iSSUE FOR STRUCTURAL PERMIT 40-030 SHIM MILLS -GL15-16)(WBS 116126) BEL TAL 07/14/16 Tha Lee �� a ENGINEER r�T�E FACTORY TRANSFORMATION - 777X WING LRIP
<br /> I �! o,:, 8 PM t,3s-2 c � APPROVED BY DEPT. DATE TAL 07 14 16 ��� � o�
<br /> � s CHECKED ����
<br /> A � � �UILDING 40���0 JOB N0. COMP N0.
<br /> 0 25411 0 � APPROVED WO ��J/ZH9g-2O6
<br /> '° '�F�1 S T E�`c ��
<br /> �ss,a�AL ��� APPROVED STRUCTURAL MASTER EVERETT, Wq °wc No. 40-030-S280-206
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