Laserfiche WebLink
47�� <br /> 2 ����� 1'-0" 2" <br /> @ TRENCH LID � 1� <br /> MIN 2'-0" MIN 4' HATCH HINGE 11„ �„ �1„ <br /> 16 8 8 <br /> S281 BLOCK <br /> _ ,� 3 PL 1 1/4° �j @ TRENCH LID g�� 416 B OCK 16 �, <br /> � > S 2 8 1 S2S� H A T C H H I N G E B A R $ <br /> r o <br /> w EXIST.SLAB %"0 LONG H5 @ 16"O,C. AL PL 3 <br /> LL. � „ � PL11/2°x4" �,P 16 29/16" PL11/4" <br /> Y�d X 8 LONG HS @ 12 O.C. � . .., � 5/16 <br /> , � _ HINGE BAR <br /> � 4 . . <br /> n 7 ����//.%i i r j�%� ����r��/� �jjl/j�rii.'/// i i / , <br /> � ,��,,y, - PL1(2 '�i/�///�% i /�%�,// �r�� /j�!! '% 5/16 2-6 <br /> / <br /> - ' � STD HOOK , ALUM PL �f%';i i//�'� <br /> 4 ' -� `�/// i�/i % ��� 'i� �� �� i <br /> � ��;% '/%`fr�'-� �/;;� a , ,v�; � �;� � � ��i; . � � �; � � � <br /> � _ �%�,r ; 5116 2-6 <br /> - �,�,� ��� � . ��� / �\,; `a_; � � � r /�,��, � <br /> 4 �;;\;,.,j;��/�i\;�d � ���,� ;i �\���j��,j\j;.\� -�4 5/16 � j�j � o L4x3x1/2 � i � 5/16 <br /> /'..� U � � • <br /> . a � ; � °` ..; ..,� ,' 5/16 ! /i;, �„ `�' 0 1/2"x4" / �% � ° TYP <br /> _ � , ,, . - <br /> ' PL1 '� <br /> -�,� - : � ; . : ,; ��, 5/16 <br /> -- — . -. �� BEYOND � %i � r ` <br /> � � #6X18"x18"HK BARS @ 12" . �J , . ' v'a -L, =•� � '" __ � <br /> ,:�' �; , �; f , <br /> � � J �' ' O.C.IN HILTI HY-200 EPDXY, -, ` �` �'" ". ...- °'. - .�� ` — — <br /> PL1/2 <br /> - .4�, . -. � ,� � ��' �� �� �� <br /> �` `' ' � EMBED 8"@ MID-DEPTH OF '• ��'.-� ,° ' `• '. .4 -`,., ' -°-' � � 3/16 2 12 � � _ / , // / 1/4 <br /> (3)#5 EA.FACE, . . i`�'" ���, � �'�/ 4 -; "q � � @ � 5/16 .. . <br /> TYP.,EA SIDE � y SLAB� I 1 P. J,,. . � ' G. . . . 1 .4 - ��;, , . _a. r ° PL BEYOND TYP , <br /> `"' 3/16 2@12 � . k � ' � 5/16 �. 5J16 <br /> #5 @ 12"O.C.TOP L5x3X5/16 <br /> (3)#5 @TOP&BOT. ' ` Y <br /> � � PL1"x4" ' , > <br /> #5 U-BARS @ 12"O.C.AS • �" ��" ' ' L5x3X5/16 <br /> SHOWN .. _.. � 5 ; '^ , f „ _h ' _ <br /> " = <br /> REINFORCING LAP SPLICE,SEE GENERAL NOTES z..� . . . � � <br /> SECTION A TYPICAL WALL REINFORCING INTERSECTIONS 2 <br /> SCALE:1/2�� _ ,�-o�� TNS60-16 1S60-16 528, D ETAI L D ETAI Ln H I N G E B LOC K <br /> TNS60-19 1S60-1 SCALE: NTS 281 S281 3 V 4 <br /> SCALE:3"= 1'-0" S582 528� SCALE:3"= 1'-0" S281 S281 <br /> S282 . <br /> 416' <br /> 7 23�� 1„ � <br /> � 5/16 416 $° 8 8 <br /> 1'-0" 2° /5/16 TYP 3�� PL1 1/4° <br /> MW AL PL 5/16 16 HINGE BAR <br /> C %��,//j !l/'�,%/��j'j% % ���,,�,, ��� ,o'�:�, '�'//,; - /16 2-6 <br /> 5 7 S281 i!i! `%r / ✓��i%���i//� ' %�/�/ri r ��i/,� Q� fj/ � 5 , <br /> ,��/�., ,, i / ; �' � ALUM PL ������%/�,�: � o� r,/�; <br /> ROUGHEN FACE OF <br /> % ,�� // l� � �` 5116 2-6 <br /> S2$1 EXISTING CONGRETE S�$� � ! � � �� � � � � � ' ' � � <br /> EXIST.SLAB _ ;,/ , ' <br /> EXIST.SLAB � — � o PL1 1/2"x4" �j�! � L4x3x1/2 !" , % � � <br /> � o , �� _, / �� � 5/16 � <br /> , <br /> �- + !,�� / �.,' �� �� �, , �� P <br /> ,,,,,,. � �i / �� � PL1 1/2 x4 , , ; <br /> ,,,,,,,. . .a� _ ..,,, .... . .....:.. _ , � 1 <br /> TY <br /> „ <br /> � ,, , �' <br /> _ , _ W BEYOND � /i � 5/ 6 <br /> , , � � / , <br /> o ' � <br /> � � � �%i '� � � PL1/2" <br /> b � c— � — �� '�� ��. ;� _ q � � ; /_ ii ri i/ .i � <br /> . �� �.��f j�J� �/� ..� . . f �. � ,/ W � ' � � . �/ - .- • <br /> � � �-��� ��,%�, ��,j � � r,� �,'�� , ��%�i � � PL BEYOND � " � � 5/16 � � <br /> 1/4 <br /> ���� � �� � ��� ���'��` %�����' ���� � � L5x3X5/16 � _ 1 .e �P 5/16� .�.� " .� 5/16 <br /> ° ` #6X18"x18"HK BARS @ 12" a [ � � <br /> � _ ` � <br /> � . O.C.IN HILTI HY-200 EPDXY, � ' � � � ` = V ' ' <br /> . ° `� � PL1"x4" <br /> ° EMBED 8"@ MID-DEPTH OF ` ' " <br /> SLAB,TYP. � SEE SECTION A/S281 , ' SEE SECTION A/S281 � �' _ L5x3X5/16 , <br /> � � FOR SIZE & SPACING - � FOR SIZE & SPACING a <br /> i NOTE �-- �, .. " <br /> `"' SEE SECTION A/S281 FOR ADDITIONAL <br /> '"F°"°T S"°W" D ETAI L 5 D ETAI L@ H I N G E BAR 6 <br /> S E C T I O N C SCALE:3"= 1'-0" S582 528� SCALE:3"= 1'-0" S281 S281 <br /> SCALE:1/r�= ,�-o�� 528� S28� HATCH @ TRENCH CORNE p � <br /> SCALE:1/2"= 1'-0" S501 S281 <br /> 8�� 416 ' <br /> _ 4�6" 1�� <br /> 5/16 $ <br /> AL PL AL PL 5/16 <br /> . ,, , ,, ,; ,- , , „ <br /> �� , , <br /> � � ;��� �� , �� �- , <br /> ;,, ,�;, ; -,�, ,- ,. ,. <br /> -. �/ i. >i%// %' 1�� / /. .i /'. /" i. �%! �i ,/% -r ,.�. .t�ii %f r ,.�.�,. <br /> u i/ /. ,i i I % �.�;:ii" � /.i/ 'i � i'�i/ i % i / /� //. /, � :j;� '�i�� i �'i� <br /> ALUM PL ;, %i �, �/,, ,/, //,.��,/ / ,/" r, "% %,; „;' , �,. ,� 'r %i/�% �,;/ �i r ,, �, i., ,,,i; ,r,,, i <br /> �` „i �/,,,/, //r/ �,//,i , I/, / :/, �� �, � � r ✓,�� //, /i, /„ �',// ,��� i.�. �,�� �'�� „-, �; �, <br /> PL1/2 ;/� ./, ,� �/".��/1 / i,, rf // ;', /, ,, ;i' //`� i� , , ,�/ -i/�f ,/ / „ /,: „ / -,,;� <br /> ��/' �� /, /�i�� if�/,< . /,. ,, /,. �, / �!',iii� i/,� i,� i�'%� rr / "ir �� ,/, / /� � 1 ��' / /� i' <br /> /. /, � i� ://� i, r �/ i�/ ��/� / � / i� f/,�,r , -��- /.i, '�i � i, //v i/.//f.,/f/'/ /. i i;/ //;�/� i i i/,,;�/ ,.� ,i/ �: <br /> ; �r.,,i� ,,, % ., �,, ;;, , f.� , ./. „ � /i�� ,, ,.� �;�� , ,, ��. , ,, ,; /,,/ / ,� ,; <br /> � i �� /' /// r/�/�i! / : / . �/ � . � ���///�/,/� %'/ �j' ;,i� �% �; �% '/i � � ///.�%i7, � ��'%�'i//� ' // /; //,f� � / . <br /> % //��i.�//�/. /���ii/�i, �,/�.,.�/il//,��i�9'//.���//�/ir//�s;/.,��� �/�/�/%/�ilf/ '/�,���i /��////��/����/���.�;��//� �//.�!i,�/�/� /r��.�✓i':����:�/ � ' <br /> /, - / �� ,,� � //,i� <br /> � j j J . . . . . , .i, i%��j . i/ � /// � � CO F/'�/ j . <br /> /,% � /'/ . <br /> �,'//, j�%//ii �/ �� �/,� 2�' PL j;/ � j;'� `� o PL1 1/2"x4" ��' ' � <br /> i j r, , , �� � , � � � � ; <br /> % � %� � � � o �� <br /> TO ANGLE <br /> ji,% L4X3X1/2 LLV / /, " ; ,�� 1/4 ,%i � ; '/; + ;/j � <br /> � 5/16 /' ' %� j� /%�% / �� i :r <br /> / :- ' <br /> ! , � , / . . <br /> �%'� 5116 PL 1"X4° � i ' _� ,� �ii,�' ' <br /> r <br /> �iJ � �; i ,, „ r; ;; �. �., �� � �. �� ,:� ; , <br /> , /;��� -- ---------------------- ------------- — � ,; ,� , .. 1/4 �.� <br /> /!/,!/� PL 2 1i2"x4" %���/ { .. ' TO ANGLE . . <br /> 5/16 i/��� 5/16 2-6 � ; 1/4 <br /> �',�%i�/ PL 1 1/2"x4" BEYOND TYP ��/;; ' . � - <br /> i�,�' �� 5/16 % i . , , <br /> / � � -- — ���i� 5/16 2-6 � � <br /> ' / r <br /> ' ��! � — --.-------------- -------- — -- '%. . � � � � <br /> , , <br /> �, ,. -- -- — , �. <br /> ; F <br /> �'��1�'� P L 2 1/2"x4" P L2 1/2"x4" ! %�� � � _ �-�� � <br /> L 5x3 = L5x3X5/16 L5x3X5/16 , <br /> BEYOND � � - PL21/2"x4" � � � � <br /> SECTION E � � SEE SECTION A/S281 FOR � � � <br /> SCALE:3"= 1'-0" S500 S281 FOR SIZE & SPACING <br /> DETAIL 7 <br /> S�A�E:3��- ,�_o.� 528, SzB, N E W S H E ET A D D E D � <br /> 0 <br /> �, 3„ 6,� g„ � , <br /> 3„ _ � ,_�„ <br /> �� � �—��� 2� 3� 4� www•brph.com Copyrighto 2016 � <br /> This item has been elecfronically signed and sealed by Thomas Lee, PE using a digital ArChlteCts, Engineers, C011St�uCtOt'S <br /> signature and date. „ � �� State of Washington <br /> Printed co ies of this document are nof considered si ned and sealed and the si nature must 1 /2 = 1 —0 19020 33rd Ave W,Suite 530 Ce�ificate of Authorization <br /> p g g Lynnwood,Washington,98036 Architecture No.603235512 <br /> be V@Clfl@d OIl all,/@IGCtr0111C COp16S 425-921-3500 Engineering No.3137 <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE QRAWN DA SUBTITLE CURRENT REVISION SYMBOL DATE • <br /> PS A. ACCEPTABILITY BEL 07 27 16 <br /> 0 RELE4SE 8 - (IFC WING BODY JOIN) WBS16321(25-35) BEL TAL 07/27/16 ���oF WASti,�FF THIS DESIGN AND/OR c c TRENCH & TRENCH COVER DETAILS 16321 O 07/27/16 <br /> �`� � ti� SPECIFICATION IS APPROVED AHM 07 27 16 SHEEf <br /> �OEj��� ��a � 7 °'' ` T� APPROVED BY DEPT. DATE TAL 07 27 16 TITLE FACTORY TRANSFORMATION 777X WING BODY JOIN <br /> ,� CHECKED S 2 81 �O 0 <br /> ` �° BUILDING 40 035 <br /> 25411 � APPROVEO � JOB N0. COMP N0. <br /> ��'F �F�i s�ER�° ��`` WO 15/2899—800 . <br /> ss�ONAI E�� APPROVED STRUCTURAL MASTER EVERETT, Wq owc Na 40-035—S281-800 <br />