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;.,.: <br /> .,' • <br /> '�'"o DOWELS 1'-8" p PROVIDE ADDITIONAL#8 @ . � <br /> LONG @ 12"O.0 � 12"O.C.EW OVER& 1'-0" <br /> EPDXY GROUTED IN $ S500-17 314(�6 LONG PERPENDICULAR TO STEEL / @ <br /> " " , „ (4) SIDES 1'-0" ' <br /> � �� HSA @ 12°O.C. , �.'_"�{m � � � <br /> I � i�,�_�_�� FR,4MES SEE PLAN PROVIDE ADDITIONAL#8 $ _ ___________ o <br /> �ISTINGSLABNIID @ o '--------- I <br /> DEPTH � � M� TOP OF SLAB 12"O.C.EW OVER& <br /> � ° 0'_0" - - <br /> .- °- a - ' �= � ,- - ° ' . a °� ` - � ° �; o PERPENDICUTAR TO STEEL A CONC,SLAB SEE ° � � � � <br /> _ , ° d, ar ,4' � , � �� a , _ <br /> ° - : � 'a - -b ° FRAMES SEE PIAN P�qN 3/4"�x 6"HSA � � <br /> - ", ' , ,= ° � SEE PLAN FOR S500-17 @ 12"O.0 - _ . , 3'-3" - , . ° _ I I . ' <br /> - � SLAB REINF MAX TOP OF SLAB EXISTING CONC WALL ° �' - -° (VERIFY) �� - - I I �f"' <br /> (_���_��� ii � _ I o . a .. <br /> ����_���_� -�;U— ( �% � /<i / \ �. _ o• a _ , aa , �'a �°,- - - - ° - �"� � _ _" � � � °4` _ • � � . - <br /> _ — l /� / od ' ,a q a .ad I I � n <br /> �-1 I I-1 I I � ' �- - ° - - - � � °� ' �° _ � : _ ; - ; � . , _ . , . <br /> ' — — � I s I Y4'STEEL PLATE � � �° ' ��� <br /> IEPS12 GEO FOAM � � r _ � � . � °� - , I I <br /> - � -Ao � ha ,,,° .... I I L3x3x1/4��X��� <br /> EKISTING WALL �TYP BY ARCH FOA�I 1 � W12 EE PLAN .,,�� „ 6,, 6�� : _ �� _ ;_ ,a p , . � <br /> �TECHNOLOGIES 0 � � - ����'°'��� '� � a � � �� 9 � � WI(1)518"A HILTI <br /> � � HIT-HY 200 @ <br /> ' ' I � �" � - �a� .�a . ;a�� S500-17 . ��a; I � 3'-0"O,C MAX <br /> a- - <br /> iAPPROVED EQUAI� � j � , . - L2x2x%d'SS(TYP) � I � <br /> � I � I W8 S E PLAN EDGE OF CONC CUT - � � . a -� <br /> , � I 1 I/� _ _ � W12 x50 ,- a � -°t `�- - - 1116"THICK --- . � I � •+ <br /> L6x6x5/16 x CONT BEYOND W(318 f� � i i i �, ����- , ._2,,: °,°; °� -°a° e:°°��",-°-,'aa PERFORATED a ; ;.� " ° � � <br /> HILTI ANCHORS @ 12"O.0 MAX (3" � 3 @ g I � I (2)314"Q1 HfLTI �.� � <,1'�-�2', ° � , ; - - � � _ S,S.SCREEN - � � _ � <br /> MINEMB)TYP3SIDES � � � � HIT-HY200 � �°..'1�}l� 4112' a°:� , S�Q.,�°`• `da o <±;-_�,p .,': - Q-,°,_ a°`- - I � <br /> I � I - � �� : 318"QJ x 3"LONG � � <br /> I � 1 � ANCHORS - - , /4' TEEL <br /> � , � S < �a.-��- -a �- : a d. a HILTI S.S.KIWIK ti � � ' <br /> � j'/4'STL I j I , , ,° , � � L6x6x5/16 PLATE � � - � a� -� � ; - �- �. � - . BOLT(3)OR � � I NOTE:REFER TO � :. <br /> Q APPROVED EQUAL � STEEL TANK I MECHANICAL DWGS FOR ''�` <br /> I ' I _a.a . Qa; �c - a'-pa , e . a� e a r • . <br /> 5 IPL DUCT. � � � � 5 - Q�, � - � - , _ a a- _ _, - a .�°•a=��= @ 12"O.C,MAX � � TANK INFORMATION • <br /> S500-18 � � s � 5500-18 a_, - �'4 � � `r ° a a ° .� � � � _ _.. - � . ` - I � EV-528-1 TANK <br /> � i � i _ -a - � e .:a� � ' '4 .a�� : = �-a' I � <br /> � � � � L3x SEE TYP PLAN .� �.4"- �. =��_ � d.,��,a,�,�ae r 4.a. EXISTING CONC WALL � Qa � � - _ h a .'o, :�a, I I <br /> I <br /> 318"�HILTI - ° � � � <br /> � 3 @ 9 � ANCHORS @ 12" - . - ` � � ,_, ...a . � ` .a A a aa - _ :a ; I I <br /> i = � � 6 -0' _ ._. � : ; _ _ - . . , a . , . � I <br /> . � —� T/O FTG - O,C. MAX(MIN 3" Q. ° ; ;a � _ . . a- � a�, :a . � c 4 � -� . � ° � - - ' ' 0 I I � <br /> ���� � ' EMB)TYP(3) - - ° � � - - . :a- - � - - ; , ?" ��- � , ° _ „��, . . �. _ - <br /> �, <br /> EXISTINGWALL a.a a N SEE PLAN SIDES � : 4 a - . a� . a�° . _ �- ' - '�. . • ° , d�°-`�a �;°�. . I i K <br /> � -. - ^4� _ , / _'�" 'd ,_ '� _ _ -; d . , '�'d. ,,� � _ 4 � I <br /> #6DOWELS1�8�� .��Q d '° �,�e � `�, , � . - , ; _ -- _Q � , - ' _ .�� . . . _,� a. a,_a ...a �.. ` a � _ I � S500-17 <br /> LONG @ 12"O,C - " °, � .- a - " - - . _, _ a a � a..a ` - . <br /> ^ 8 - "il �a �•4 - I -, ' ' d a I I ' . <br /> EPDXY GROUTED IN - a 6 , ;. ' , =� - � . a, . � - =I(I �I I�I I I ,� <br /> EXISTING WALL MIN . • .°. f , �� � � °�-_ °� �� . . — I —I I I I I . <br /> I I=I I I I I I=I I I=I I I=I I I � - ° ° � � ° �"°�� � - - °- EXISTING CONC :;,•:. <br /> �� YP . . : . - ._ _ _ _ a . ,a.., a _ - ad , . .- . . : a . ,- -a � _�_; Q 6- SUMP FOOTING _ � � j o . <br /> - � 9�� . . � . .�°�°, � � ��_���_���_���_�� �_��� g@g - �A . . ..e. - , . . . . - . ;°. a ° � � - � L ---- � - ? <br /> a a° � - ° . . -, � � � I i—I I 1=1 I I=1 I 1=I I 1=1 I I a , b -a, _ �Qa . . - , . , a - ��e �-a.=a - - - —— —————— ——————— ! <br /> _ � _a�°� _ =I�` ; a: - a I I I-1 I I-1 I I-1 I I-I I I-1 I I - . . _ � � a . _ ,- - a ° . - - - : a , . , ._ ,, .,. . � a--� . : � � <br /> ` ���—���—���—�,� — .- <: "��.a'� �—���—)��—���—��( � - - a� 9 -,-a� 1'-0'� � a a . <br /> 1'-0" <br /> ��—���—���—��� '�. - �-- ' ' � � � -< .-� ���—���—���—���—��� � <br /> —���—���—���—� � a��`��e� = . --.° . . ,.. ..q —���—���—���—��� <br /> ii—iii—iii—iii ---: °. 9 `: 4 �=°-a-. �,.-, iii—iii—iii=iii—iii SECTIC�N B SECTI�N NTS M�S Ev-526 SUMP PIT p 9'-9112�� <br /> ii�=iii�iii�ii : �. .;�-�:-�. -a:_:-�s.;� °d: -��i�iii=iii�i�iii=iii � � <br /> — SCALE: 1/2"=1'-0° S500-17 S500-17 SCALE: 3/4"= 1'-0" S500-17 S500-17 � <br /> SECTION A �V-528-1 T�NK ANCHOR LC�CATION PLAN G . . <br /> SCALE: 1/2"=1'-0" S451 S500-17 u SCALE: 3/8"= 1'-0" S500-17 S500-17 :«�`'�; <br /> S450 r' ? '. <br /> PROVIDE ADDITIONAL#8 @ SEE PLAN EXISTING 4"x21I2"STEEL BAR S500-17 <br /> 12"O.C,EW OVER& SEE PLAN FOR EXISTING STEEL HATCH EXISTING L 5x=4x112"(CUT FROM 5x5) <br /> PERPENDICULAR TO STEEL SLAB REINF CONC.SLAB SEE � � <br /> FRANiES SEE PLAN PLAN , I - - <br /> 4 .! d�° <br /> 4 <br /> TOP OF SLAB _ � � - � � I � I �� �'� � �' <br /> I . .a;: -� � , . - :°J� p:�� <br /> , a , a , ', � _ _ - a =- - , - a - 0'-0" °-°��- - 44 -; i i � , EXISTING CONCRETE SLAB <br /> , � � � . , a�� � ,° '.� > a� ' � ° '/d'5TEEL PLATE � � �� �< ,�� � - .a ; . - , �S500-17; <br /> , �Q ' al � 9i � � � � II lJ� a�A a• II II II ' Q� . . 4 � ' <br /> ' L2x2x/4 SS(TYP) .� _ . PL 3/4 x5 x6 . � <br /> � _ .�'STIFF PL(TYP) ' , - , II (4)SIDES ,/2"@ , _ . . -. � " � < ' . <br /> - -• '- • -,•, , , �� $�� a. � a , . _ . . <br /> � : " - " �. - - , = i I II � W12 BEYON 1/16"THICK �-. �- a� � NOTE: , <br /> � • W12 BEYOND �� : ' .a- `° �� "� 1-CUT&REMOVE EXISTING BAR 4"x2112° <br /> � ' • - -� � � � �� II C12 SEE PIAN � PERFORATED S,S. _ ,_ 1/2 <br /> _ • - _ � _ � - 1 I II � �� I I - • . � , _ , FROM112°THICKANGLESANDGRINDFACEOF <br /> - , _ - " _�- • � '" • I I � „ �� i EPS12 GEO FOAM � �- SCREEN .<;, 4.,,.�_. SUMP PIT WALL TYP 1�� ANGLE SMOOTH • <br /> ;�._ � _ � , � � � /4 STEEL PLATE �� I _ , <br /> •5QQ PSI�•. �. �'�".. II TYP BY ARCH FOAM � � � � �� �� 2.INSTALL NEW PL 5"x6"&PL 4"x4" <br /> � : � • • I I II �� � '/4'STEEL _ ::° 3.bg.'- - ;° - 3.REPLACE EXISTING PL 4"x112"WITH NEW <br /> - � - �F_ - -, - , •, � �I �� �� TECHNOLOGIES OR +�;'STEEL � ( PLATE � - <br /> : - ,: -• �-�-,• -,I I II � �� APPROVED EQUAL PLATE i I BEYOND � � � � PLATE OF THE SAME SIZE OR MODIFY ENDS <br /> - - OF EXISTING BAR TO FIT WITH NEW POCKET, � <br /> - . „ = I I II �� BEYOND <br /> • -� : � - . , , � <br /> • . • • ' ,. � , ,;� j, W8 BEYOND �� II � <br /> � - ' - s- . , .�_,. I I I I ( II W8BEYOND � � <br /> - ' - • •- ' - . I I II � � � <br /> .� - : ., _ - - �� :- -��. � � �� I II W86EYOND � � GEAR PIT HAT�H �UPP�RT �AR :..:� . <br /> - J: - : - � - ,; ��� ;:�_ � ������ � ;; �� � �EMO�/�L / REPL�CEMENT DETA9L F � � <br /> � � <br /> SECTI�N E <br /> ���. . : . � �- - . . ;;� � � �� ;; � <br /> - � � `. -, I I II I SCALE: 1"= 1'-0" S500-17 S500-17 SCALE: 1 1l2"=1'-0° S500-17 S500-17 <br /> • ' - , � I I II � �� � I ANGLE SE PLAN . <br /> - , - � II � <br /> � ' � � ' :•��I I II i� � ANGLE SEE PLAN i <br /> ���:_ , ,. - ,'_`,�� � -� �: II II � II TIO FTG <br /> _ ,, _ � �a , ,q � � o, � . , a a SEE PLAN '' <br /> .� � Q d _,�F , d _ _ � ' a ° � ' ' a`,�"� _ 'Q , ' _ '�' ' , ' _" _, �I: 4 ,_ � ',a • - 9 a � . <br /> ,� , �a ' � , P� � � ' a� ' , , ' ' , 'd � , , : ' � ,o ° ' <br /> - a , , � - °�� � � ' ° �d ���� � �� a � .. � � � � ��° _ o� � _ � a" � � , �a, - EXISTING CONC.SLAB � <br /> a <br /> ��—��� ��� � ��_���—���_���—�� _���_���_��� ���_���' � ��—���_���_���_� � �_���—���_���—��� ���_���_���_�� � <br /> r _I I— = � — _� — _ —� — — �—� _ _ _ — _ — — � _ � _ — = 0 2' 4' . 6' 8' . <br /> ^ � .. <br /> , < , _ <br /> � . , <br /> . <br /> FOUNDATION " � � � � � � � �' �` � - <br /> SLAB,SEE PLAN � ' ;� � - � � - � - ��PL%z''x4"x4"" �- � SCALE: 3/8"= 1'-0" <br /> FOR REINF INFO �� - � � .. - _ , � <br /> SECTION � � c - -��- T;�- -- � �= -, - � - -- _ _ . <br /> �.,. 0 1' 2' 3' 4' <br /> <j a � : - � EV-528-1 TANK(WGT <br /> SCALE: 1/2"=1'-0" S451 S500-17 _ FULL OF WATER= SCALE: 3/4"= 1'-0" <br /> S450 � � 95000 LBS) <br /> �; <br /> 1/2 ��2 � EXISTING112"THICKANGLE S500-17 0 1' 2' 4' 6' <br /> EXISTING HATCN PL 1 1�2 TYP TYP 1,2 1/2 ' SCALE: 1/2"= 1'-0° <br /> 1I4"(TYP) HSS 4x4x/4 BY TANK MFR <br /> PL%2'x4"x4° L3x3x%d'x4"LONG <br /> - - 1/2 1/4 5/8"Q1 x HILTI HIT- 0 25' 50' 100' 150' ' <br /> _ TYP <br /> �,.�— 1/4 ��8„ 118,� PL5"x6"x3/4" 1/4 � � SEEp�p,NCHOR SCALE: 1"= 50'-0° ' <br /> r' . <br /> �� 1/4 . - ' . : - �°: - , :� � � ' e- � <br /> _ �'' °l k-. _ '. , - ' '� � . , �--�' . � , a <br /> �� '4. . �- 0 3�� 6�� 9�� �2�� <br /> 4"�%'STEEL BAR • 'd' : �a� _� a, �' :� � . - �"�� q �`�`�: . . <br /> .� � .a;�'. � \ <br /> 4"x2%2'STEEL BAR `r � EXISTING 112"THICK ANGLE (NEW OR MODIFIED " _� . . - - -- � - � -°- . _ - � - - <br /> �4 � �a d ,� <br /> � (NEW OR MODIFIED 4, =.. , ,a a_� a..i`: '- �` o " `.:�:, .p ea ` SCALE: 3"= 1'-0" <br /> OF EXISTING) OF EXISTING) EXISTWG CONC �.-.-. . ' ��Q . _ ; a_a a °�° _,��_ .�-a= =d �-� 9 -�`':°� ._ ' � 9 :° -- 0 1/2' 1' 1 1/2' 2' <br /> SUMP FOOTING � ' �a"Q � - d � <br /> d . 5 , p. di '9 <br /> _�__ I I I-1 I I-1 I I-1 I 1=1 I I-1 I I I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I SCALE: 1 1/2��_ ��-o° <br /> 4114 = _ - - I I 1= I 1=1 = -1 I 1= _ -1 I 1=1 � � <br /> ^ �..�. <br /> � 1/4� 6„ PL 314"x5°x6° <br /> �� �`�" �� ��������' : <br /> i��U��UU�� �'CJ� ���i��`�' .+ '` . <br /> 1,4 �-52�-1 TANK ��E ��NN �TION � <br /> 1/2 NOTE: � <br /> ? <br /> ��Z NEWPLATE&BARSSHALLBE l7EA� PIT HATCH SUPPORT �AR DETAIL � D�T/"`1IL K <br /> '.� `�. <br /> GRADE 50 STEEL(Fy=50 KSI� , <br /> SCALE: 3"=1'-0° S500-17 S500-17 SCALE: 1"=1'-0" S500-17 S500-17 ' <br /> NEW SHEET ADDE� �,.brph.com Copyrighto2019 ., <br /> G EA R P I T H AT C H S U P P�RT �A� �E TA I L � Thls item has bean electronicalty signed andsealed by ') Archite�cts, En�i neers, II IC• <br /> SCALE: 3��—��-Q�� S500-17 SSOO-�I7 (AndrewN.Miller,PE)usingadigita/signatureanddafe. y I <br /> P�inted copies of this documentare notconsideredsigned State of Washington <br /> — andsealedandthesignatu�emustbeverifiedonany 5700 NOfth HafbOf Cit BIVd SUIt2400 Certificate ofAuthorization <br /> Melbourne�Florida�32940 Architecture No.603235512 � <br /> elecUoniccopies. 321-254-7666�321-259-4703 f Engineering No.3137 a ' <br /> ,r�in� , c� .. <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE �v � ACCEF'TA�ILITY °RAwN DATE SUBTITLE CURRENTREVISION SYMBOL DATE ' <br /> �-�' 4F ti��A Syi �l C�NECKED o4'26"9 MISCELLANE�US DETAILS 16322 1 04/26/19 � ���y <br /> 0 RRO-WBJ Perm MCS-P3-Issue For Constuction BEL AHM 02/25/19 A ��"l�,v �<.Mille � � �� THIS DESIGN AND/OR HM 04/26l19 � <br /> SPECIFICATION ISAPPROVED SHEET <br /> ENGINEER TITLE 6 / <br /> 1 RRO-WBJ Perm MCS-P3-Duct Revisions MTF AHM 04126l19 � �q �`�,r" � APPROVED BY DEPT. DATE MTF 04126/19 FACTORY TRANSFORMATION-777X Wing �ody Join � <br /> � <br /> � CHECKED 500�1 � �� � � <br /> d � �5 g� � Q-- �UIL�IN� 40-025 d <br /> � � �O (�i APPROVED JOB NO. COMP NO. <br /> F F�i sTER �� W015/2899-825 Q <br /> S \ APPROVED DWG NO. <br /> 9� S/Or�q � ��� ��� STRUCTURP,L MASTER EVERETT, WA 40-025- ' <br /> �mm� Fxp.ldarc�n '�� <br />