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<br /> ALUM,PL(SHOWN) � #5@12"OC T&B,EW #5@12"OC T&B,EW (STD HOOK AT TRANSVERSE BARS) �
<br /> @ STL LID S300
<br /> OR STL PL 4 (T`(p Eq SIDE) � , , „ , EXISTING SLAB TYP EA SIDE STEEL LID(SHOWN),SEE EXISTING SLAB
<br /> S500-15 AS REQ D 4-4 , AS REQ D ON GRADE(TYP) DETAIL 51S500-15 OR ALUM.
<br /> 5 5 0 0-1 5 S 5 0 0-1 5 E X I S T W G S L A B O N S500-15 H A T C H E D L I D,S E E D E T A I L ON GRADE(TYP} .;
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<br /> HY 200-R,EMBED 6' � - #6 @ 12 OC DOWEL SET IN
<br /> ROUGHENED SURFACE =f— .. " " ' � �- #6 @ 12"OC DOWEL SET IN ° , � " '4 �" �°'- � TO MIN 1/4"AMPLITUDE ,_ �- _ � -a �a°�� HILITI HIT-HY 200-R
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<br /> o ��P� .,,�..;- �. HILITI HIT-HY 200-R o a � . , ; _ WATERSTOP(TYP) (TYP) ,
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<br /> =1 I I_�I 1=i � � v #5 U-BARS @ 12" S SHOWN (3)#5 @ 70P& OT. #5 U-BARS @ 12'AS SHOWN #5 @ 12"OC,T&B �
<br /> #5 U-BARS @ 12"AS SNOWN #5 @ 12"OC,T&B 1'-2° 2'-0" 1'-2" OPTION�•POUR BACK
<br /> OPTION 1�POUR�ACK �
<br /> OPTION 1-POUR BACK
<br /> 5�_4�� _ 2", 1'-0" , 4'-0" 1,_0�, 2,��
<br /> 2 1'-0" 2'-0" 1'-0" 2 �'j #6 @ 12"OC,EW,TOP(STD I @ ALUM LID STEEL LID(SHOWN),SEE I �
<br /> MIN MIN HOOK AT TRANSVERSE BARS) � TYP EA SIDE DETAIL 51S500-15 OR ALUM.
<br /> 7 ALUM,PL(SHOWN),SEE 2 3 6 , 1 -2 S300 2 0 1 2 6 HATCHED LID,SEE DETAIL
<br /> � EXISTING SL4B ON GRADE(TYP) S500-15 71S500-15 EXISTING SLAB ON GRADE(TYP)
<br /> DETAIL 41S500-13 OR STL S500-15 � � �
<br /> EXISTING SLAB ON S500-15 PL,SEE DETAIL 51S500-13 S500-15 ' � ,
<br /> GRADE(TYP) � = - ` .: . - ._ ,. . _ , . �
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<br /> 'I 1=1 =� ° _ - � (TYP EA SIDE) - . ,_9, -.- T���_�� ROUGHEN T0114 MIN. _ _ . � ; � :�a� �=�, �� 'a =I I I- #6 x 2'-8"@ 12"OC DOWELS SET W a , �: ' . -
<br /> aP �',. �; ', `4° , . -a _ I AMPLITUDE(TYP,EXCEPTAT � - - " a - �� �: HILITI HIT-HY 200-R IN HILTI-HY 200-R EPDXY. EMBED " . TO MIN 1/4"AMPLITUDE �� ,� . --
<br /> ROUGHENED SURFACE�=I �, - . -. °° I� I I - -. � •'° ' ^ 8"@ MID-DEPTH QF SLAB(TYP) ����� " ' � � TYP . .,d. ;'a: - " "� �
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<br /> TO MIN 114 AMPLITUDE " ,- - .: . ° � _ WATERSTOP) , ( )
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<br /> #5 U-BARS @ 12 AS SHOWN (3)#5 @ TOP&BOT. OPTION 2•NO POUR BACK
<br /> OPTION 2•NO POUR BACK OPTION 2•NO POUR BACK #4 @ 12"O.C.E.W 4
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<br /> � � 1 1 � � 314"CHANIFER,TYPICAL #3 �10" @�$'�O,C.TYP(4)SIDES .
<br /> SECTION - 2x3 T�ENCH A �ECTI�N � 2x3 TRENCH UV CUNC S�FF1T B SECTION � 4x3 TRENCH E 6�� � 2�-���� /� 6�� 2#4E.WAY
<br /> SCALE: 3/4"= 1'-0" S301 S302 SCALE: 3/4"=1'-0° 1 S60-19 S302 SCALE: 3/4"= 1'-0" 1 S60-19 S302 1 11�" 111 " M WATER STOP , '�
<br /> 1S60-19 TNS10-19 TNS10-19 _ . �o a< ._ s �
<br /> TNS10-19 � -
<br /> �°.ao `. - . ` - b � • , :-
<br /> WATER STOP �' ° . . � <�� a #4 @ 12"EACH FACE
<br /> ��+ °-. � `� �� - . -� ' � EPDXY GROUTED IN
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<br /> - � =r r�'- ,a . . e. a. - EXISTING SLAB
<br /> ROUGHEN EXISTWG T0114"AMPLITUDE �° °;l� I a�l I� � �-= -�f i " � � �a . - � � ' � �°°.I I .°-� a a- =4 i j _j;I ;- -
<br /> EXCEPT AT WATER STOPS (TYP) EXISTING TOP OF � � ` - " _
<br /> ��I "I�"I I,`�° 4' � 1<a � � - I b _. • ;' I J I ;I�-
<br /> TRENCH . . . .. � _ °�. , . , ,
<br /> 1'-0" 2'-0" 1'-0" �L,J'"Ld .� iJ- - - . ° -'.4: " :.��-�- .. _I l,:U �,
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<br /> 2„ ' 2�� - . - ,''° Q ..°- `a .- �_ ;�a, - _ , ; - -� : -� ��;°"-� :���. . EXISTING CONC.FOOTING
<br /> MIN MW - -�-� �
<br /> . .4 a . -a . a a-. ., . �,; a;. ;
<br /> 7 ALUM.PL(SHOWN),SEE � 3 a - — — - �
<br /> 2", 1'-0" , 4'-0" , 1'-0" 2��MIN _ _ _ _ _ _ _ _ _ _ _ _ _ _
<br /> DETAIL 41S500-13 OR STL S500-15 I STEEL LID(SHOWN),SEE NOTES,
<br /> SLAB ON GRADE S500-15 PL,SEE DETAIL 51S500-13 S500-15 5 @ ALUM LID
<br /> DETAIL 51S500-15 0R ALUM, � ��
<br /> ��P� � — � � S500-15 TYP EA SIDE HATCHED LID,SEE DETAIL 1. PROUIDE(2)#4 x �1'-6" @ EACJ CORNER OF CONTAINMENT
<br /> 71S500-15 ' "
<br /> ;. _ . . � a'_ Q. :� d ,4 s . � c S500-15 � EXISTING OR NEW SLAB ON GRADE(TYP} CURB(TO MATCH 2#4 BARS IN THE CURB)
<br /> _ °r ' °� l` I = : � ° ` � ° � � � � 2. CONC.COMPESSIVE STRENGTH AT 28 DAYS TO BE MIN 4000 psi
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<br /> G • �I S T L L I D e Q `'; T E�e � W . ' �' - . - 3. SEE MECHANICAL DWGS FOR PLAN DIMENSIONS OF THE HOUSE
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<br /> 'I I—I I 1=� ° � � = <. `+ (TYP EA SIDE) "��a:aa.9 -,- � �(�_I j i � � �T� � - � j t �,�.- . KEEPING PAD&CONTAINMENT TANK.
<br /> -�I(=I �, °a_��a�. ° ` - _ �-_� °°° I —I I � � / a�,.d - " � „ � y � 4. EPDXY GROUT SHALL 8E HILTI HIT-HY 200 OR APPROVED EQUAL '`
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<br /> _i � � .- . . 4 a S500-15 ; . . I � �R �l °. _° .� � � a ,�- , a @ STL LID . .`
<br /> a ": ?' _�. °:� #6x18"x18"HK BARS 12"OC = - ����� �` � ' °�. — ,
<br /> �. � @ � � 'I I=I I i� . • TYP�a SIDE �' ' ��° I I I—I I I�'
<br /> ` - � °�� ° ' , 4. _ _ � - SEETYPDOWELDETAIL)"-�I °. � � � -� J :, : ,a �,�. �. .I I I—
<br /> o � a : ; _� � " - ' � � INHILTIHY-200EPDXY. � � ' ,- - ay. 4-� a� � -- - :8 . �� CONTAINMENT CUR� & H�U�E KEEPING
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<br /> - �- ` - � � ,�'-a��a �- #5x3'-0"@ 12"O.C.DRILL& � �.. . - �'�� � �- PAD DET�I L � �.e4
<br /> ' "°�` � � - EPDXY$"EMBEDMENT WI ' , � �"� � . � - . � . . ' , � .-� � . - .
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<br /> - ". `-1 �a #5 @ 12"OC,EF,EA SIDE(TYP) HILTI HIT HY-200 EPDXY / o � -" °- �'� °-�"° a� e:- . -a �,��a �.�� : ' � ° - " � n SCALE: 1"=1'-0" S302
<br /> - � l� - ..�.-. 4 a. . -� EA SIDE,TOP,&BOTT, 3"CLR _ - . - - . � a . . � ; : . - . . . - a - .- ,- _.,
<br /> - P , a- ' "4 �' (3)#5 @ EA FACE,EA SIDE(TYPJ
<br /> �,° �, a�_ ; � � ; , , , ,_ . EXISTING TRENCH a • 4 a •a _ - : : . _ _ : - ° • .
<br /> _ ,- < � a a.�., , . : � , � , FOUNDATION ' ° 4:° - . - - - . - . �a. , ��,"
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<br /> = ��,�_ #5 @ 12"OC TOP � '—�I�—''
<br /> � ` - � � PROVIQE WATER STOPS AT � (7)#5 @ TOP&BOT.
<br /> #5 @ 12"OC TOP �i i I I I I���I( � , � � � CENTER OF WALL ALONG #5 U-BARS @ 12"AS SNOWN ��
<br /> VERTICAL EDGES AND A7 THE /
<br /> #5 U-BARS @ 12"AS SHOWN (3)#5 @ TOP&BOT, BASE — — — — — — — — — — — — — —
<br /> 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I—
<br /> PENIN INFILL PRE��ST C�NCRET� ��ULT � �� 2� 4� 6� :.
<br /> PRECAST ��NCRETE VAULT � EXISTING TREf��H � � � G SCALE: 1/2�� - ��-o�� r��" .
<br /> SCALE: 3/4°= 1'-0" TNS10-24 S302 SCALE; 1/2"= 1'-0" TNS10-24 S302 SCALE; 314"=1'-0" 1S60-23 TNS10-23 S302 0 1' 2' 3' 4' ' •
<br /> 1S60-24 1S60-24 1S60-24 TNS10-24
<br /> SCALE: 3/4"= 1'-0"
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<br /> NEW SHEETADDED
<br /> www.brph.com Copyrighto2019 '
<br /> . . Thrs item has been electronically signed and sealed by 1 . . Archit�cts,�Engineers, I���
<br /> � (Andrew H.Miller,PE)using a digital slgnature and date.
<br /> Piintedcopiesofthisdosumentarenotconsideredsigned 5700 North Harbor City Blvd�Suite 400 State of Washington .,
<br /> andsealedandthesignaturemustbeve�iCedonany CertificateofAuthorization . �
<br /> � elec6oneccopies. . Me�bOUfllB I FlOflda�3294� .
<br /> Architecture No.603235512
<br /> 321-254-7666�321-259-4703 f Engineering No.3137
<br /> � ���I���
<br /> ��\ �/�, DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ��v�' OF W a S�/'`�/jl ACCEPTABILITY C�HECKED 04l26/19 �ONCRET� DETAILS 16322 1 04/26/19 �
<br /> 0 RRO-WBJ Perm MCS-P3-Issue For Constuction (WBS 16322) BEL AHM 02l25l19 Andre �� ,lier , �, � THIS DESIGN AND/OR MTF 04126/19 '
<br /> � ,, � � SPECIFICATION IS APPROVED SHEET
<br /> �_ � o � ENGINEER TITLE ��'y '
<br /> 1 RRO-WBJ Perm MCS-P3-Duct Revisions MTF AHM 04/26119 � /� � ���� APPROVED BY DEPT. DATE HM 04126/19 FACTORY TRANSFORMA710N -777X Wing �ody Join .
<br /> (/G�'I-� ��� `� CHECKED ��V� '����
<br /> �7 � ���g 8 <`� PPROVED �UILDIN� 40ro��
<br /> � �, JOB N0. COMP N0.
<br /> �� �E�G i sTER�° ��<, W015/2899-825 .
<br /> PPROVED DWG NO.
<br /> �y nS�oNa � F���'o,� STRUCTURAL MASTER EVERETT,WA 40-025-S303-825 �
<br /> ��' ExP.i�o�ch 3��
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