Laserfiche WebLink
9 �0 11 11� LEGEND <br /> ,°a� WING JACK PAD INDEX PLATE ' - <br /> 100'-0" 100'-0" '-03I8° <br /> I I � 12"UNREINFORCED SLAB ON GRADE <br /> ,r , � , „ .:,_ , __ .<1_ _ _,, , , „ _ ,_ , ,, _. , . ,, _ <br /> � - - = - - � -� - - -- - - - - - - - - , - __ � � - - � - - - - , , � � � � „� �-�;s� � <br /> L : , <br /> , ,_ � , � — � - — — — , _ ' — _ ._ — �_ 'T. � .— , ' _ _. —_ _ __ — -_ _— — _ — <br /> I � •`,,` ;,:, <br /> — `"G.��� . y . .. � ,r— .— ..—�.—�...— — -- �_ ^ � y .� — .. ��.. � .— .. .,— �� �. .. .. , � �. ; ! _ .__- . . . . _.... .. _.. .. .... .._._ ..... _ _.. . ._.. _ ' '�. <br /> � � � , ��, _ _ _ _ _ -_-- -__ , ___ � ; ._ __ . --_ _ -- _ L.3 ;, .,,.,_, , � ��REINFORCED SLAB ON GRADE DOT PATTERN <br /> , . � � � , � � 2 <br /> , , � � � r Il� <br /> � � __ <br /> � � � � �� �,'__. _ � '�!Ci _L1'�Jn. `�i1�1_ " <br /> � i �- j(� <br /> � � - __ <br /> .. . � <br /> � <br /> � <br /> � � � <br /> , , � � ,� , , \ - <br /> . \ � ., , . � � ' _.____ _ _ _ _ / <br /> � . __-_�::— —� _ ------ --- — --- ---- -- ---- <br /> i n ...�,\� � �• � \ � .\ . \\ � �. . \\ �, \\\\ �\� �� `� �� � , \ ,,. �. .. ,,, � � , � ��"� 11 �;�;�� . <br /> �16 � ��. � �� � � �16 �� `� � ��;: <br /> �" � , <br /> 5-6 , � � �, �A \ � �. � `���\ ���—��J' ,�� ;� �� � _ � � �, <br /> �/`� � � . � � �; ��V ��. � � <br /> ����. ; � , � <br /> . _ `� � _ <br /> M _O_. 1 <br /> � � V ��� � `� 16 � V�� � � � ��� � ��� �'�.�� �� �� � `�� �` � , � � �'� �� ��� �� I 1� � �� �. <br /> /�. , <br /> ���`�. ~�� � \ ��� \ '�� '� '��� � , � �� `� ; � � I i 1-114"ALUMINUM HATCH LID <br /> � \�� ���� �'\ � v�. A�A A�� �� ��� �� A ���� �' �.��` �� ���\� � ��� r, i �� � <br /> _ , � , � � �� - , �� �����, �� ..,� ����� � � i <br /> � T.� \ \\ I �,\ �\\� \ � � \ \ \,\\ � '\\ .I , � . N . . . ( + I ! . <br /> � �.� �`. �� .� ... . � � \ � � � i : <br /> ,� � � � � ,� \\�\,� � D , � � '� � O. �� � \'' � , _ � I '� <br /> ` O _� \ , Q \ ��. O ❑ , <br /> , . _� �- , �-�\�-� �, _� _�� � . . > �- -= ��\�� ., _ � � i , ; � 1-1/4"REMOVABLE STEEL LID <br /> N . ���� �. � �� � ��V L —_a� � �� —1.� � � . . . I . . � . <br /> '-, <br /> � �, <br /> \ � v > � � � �\� � °� � f <br /> , � � , . <br /> \ - <br /> _ . �. � r -�� _ <br /> \ <br /> � �`� <br /> � A��������`� '�� ����,. �,����. ��� � ��� �� ��,�:� ������ `_��� ,I� � � �C _ _ � � � ra � � <br /> � � � � �� <br /> .� �� � \ ��� � ` , , , � i � - <br /> , <br /> \ <br /> \ �� � � � <br /> \ \ � <br /> . � <br /> V �� <br /> \ � , I <br /> 8 � I <br /> �� �� I I � <br /> � �� 1 . <br /> -�� � � . <br /> , , <br /> , <br /> , <br /> , , , - � <br /> , �� ., � , ,� ._� � �___�._ �—�,-�-�--->.��- �,�, <br /> , .� � � ���, � _ �, �� _ ___--— --------- ' -- �-------------- ----- --- � <br /> � \, , �, �. � ��,� ., , , ,., �,. �. , , ` _ . � �- � --- -- -----�---- e _ �� <br /> � � � ��� � � ��. ������ � �� 12 FIXED REINFORCED CONC LID <br /> �,� �. `�� � � � � ' � <br /> , � � � , <br /> .� � � . <br /> , � ��, � � , �, <br /> � �. �. � , � <br /> , � �. �, �. �. , � , ; <br /> o .. . <br /> , ��, e <br /> � '� � � � , �. �����.. �� � � � _ __ __ _ � �--- ----- ---�- � ---__ _---- - � � �� , <br /> �� � \ <br /> � <br /> � , ��, ��� - , - - -- L--- - <br /> . �� ��� <br /> � <br /> � -a�- <br /> �� <br /> � <br /> \ � . ���. � <br /> � � <br /> � r <br /> �. <br /> . . . °;i� 1 � . <br /> , .� , , � , � ��-,,. ; . ' , �,, �, _.. '� '� . . � tr, , <br /> � <br /> . . .. . . , .,� _. <br /> � '� �� �� ��.� '� � A 'V A �'. �., �� ��.� �� , ��, ��, � � _ _ _--- -�--- —. ___. _ .__ . - __. __. � ,'�, .�---- � ---- ---� -- -- - �- -- -- ... _-- ' . . . <br /> � � � � . ... ., � _ — _ _ — — — — �. <br /> �. i <br /> � ��, ., ��. , , , <br /> , � � <br /> .� .— .� � -'r , .��—�--a- .�-..,. . � � ''— — _ — — — —. , . . _. .... _... . _— __ �?� � _ __ '�. , _._ _ —__ _ ._. ___.. .__. _ _._ —_. . � ��. <br /> — — � — . _.. --� --r -- ' <br /> � <br /> _ — -.— __—�— � � � ti � ` <br /> �� <br /> -. . ,=�, — _ ,p,1 <br /> � _ <br /> .'— _� e -� ,. �: <br /> , _ . _. —.— -� �.— �_ —t- ,� , - . <br /> � � � �- � � <br /> 0 <br /> � . . . . � � � � s � _ . __._ .� � � � <br /> _ �' i <br /> . � . . � . . . , � � . � . ... ._ � �.,' �. �' � �rni i . <br /> � � L— <br /> �, 4n I ' I i !, I' ; ; � REMOVAL AREA <br /> ( �15 7 / \ ; <br /> , <br /> ; / \ � F , �i � <br /> ...\ I .... / �.1. .. .__ '� .... __ .. ( . l ._ . f � � � � . <br /> v � � . ., �. ... , .. . . ',, � I . . �.. . . , <br /> a ��� � � � � <br /> 1 � <br /> t I 1� <br /> � 2 6 t� � � _ �� ' i i <br /> ��� ' ' �__�. � <br /> � i i I , a, I j ; I I I <br /> `N , . . . . . ,. , �. ' I � � . �. � <br /> � . . I I , ,.. . ... ___ ___. . ' � ..._ . . ' .. , ,. ... .. .__ .._. . . .. ._ �� 'i , . <br /> ; .. .... . . . .__. . <br /> ��.. � __ ... .._ .. .... . _ _.__ : i <br /> � . . .. . ._._ ._ .._ . ... _. � <br /> � � ; ,_ � ; I-- _ - - �� -� , � _ � � - .,_ �--- -��---- ____.- ----- _ CONSTRUCTION NOTES <br /> 1 - � <br /> I ���� ' ,' I � � 1� REMOVE ALL SLAB ON GRADE AS REQD TO INSTALL 4'-0"x4'-0"UTILITY . <br /> 5 � � ' I TRENCH =5'-0"BELOW TISLAB. SEE SECTION A/S300 <br /> . _ __ ' .. .. ��,� ��i:���J, � <br /> . , <br /> °° _ __ ___ � I ; : <br /> _ - � � � ; , ; <br /> _ , <br /> � <br /> _ i ; i � � ; <br /> � <br /> _ - -- ; <br /> ` � ', '� , `�,, �,\ r �` -�✓ � i y L J ,��'%�`�� ' i ' 2 REMOVE ALL SLAB ON GRADE AS REQD TO INSTALL 2'-0"X2'-O"UTILITY <br /> � � ,, \ .\ �, , z , _. ���� __._ -----__ --t.__ _---- _ - ✓ I''- ___ _.--- ---- '� � � <br /> � �_ � �_ �� ; �; \ � , � � ,-- __ r, _, �// '; -. -:--� - __.. __r ,- __ , _ - _ , - ' _ - -� ' I TRENCH. SEE SECTION B/S300. <br /> 0 22 81/8 4 4 \ � �� � � � � - - -- - <br /> , �� � � � � � , � �,� �� � ;� 1�� ��� , ,-�/- '�, -��� / - -���// /�- ��%� <br /> �'� � �,i� �" ., _.��.. .�� ,.,� � � ... f� . ����� � . l �_. . .. � �/ � .. � �� � .�I .� . . . ' � i n � n <br /> _ � � i <br /> `� ��� ����`,,,���; 10 ' ���'�..��'�� 1� ' ' ��' ' - � � '� ___ _ /_. --- -__ � __ __-/i- - -- --- - _ _ _. _ _ --�._ _ _ _/�_ ___ � REMOVE ALL SLAB ON GRADE AS REQD TO WSTALL 4-0 x2-0 UTILITY �. <br /> � <br /> � � �� , � � ..i��,/��� /,_�./�i �,��f��_/�_r,�_�/������ �,/-�������/�/ _/� , ; 3 <br /> --�------�--- ---- � . <br /> , � ', � . �. ��� _ _ _-- � � - ;--- _ _--- -�,._ _- ---- ------- -___ ---- ----�- - -- �------ —--- - --- --- ; , ! ; j � � TRENCH. SEE SECTION D/S300. <br /> _ _ <br /> _ _. __ _ __ _ � i ' i <br /> , � ; , <br /> ' �� ' � � � 4 SAWCUT AND REMOVE CONC 2"DEEP MAXIMUM. CUT TOP <br /> o a, t �� � +- �t, a �)o;--� <br /> . � � "- <br /> � � � I � , I � � � � � � �J �� � �� � � °,`' , REINFORCING BARS AS REQ'D FOR WBJ INDEX PLATE INSTALLATION. � <br /> C - _I � � �-- ---_ --- ----- __--- --'-_ ___ -- ---------� ----- � . ---- ':- ��;- ------ �-�' - �- __ - ------ -___ WHERE WBJ PLATES REST ON CONC.SEE SECTION C/S300 FOR <br /> I DETAILS AND 1S60-24 SLAB PLAN FOR LOCATIONS. <br /> I ' , '�., �', I ,,. � �� � �,: . .. I . ' � <br /> `v . , , , . , , , , I, �� . . . �. <br /> � i u r �� n x i n . i n ��, ' �. . . . . � . . ,.. .I . I . ,. . . . . ,. � � n i n <br /> 30-11 5-7 518 7'-10 5-7 518 49-11314 i i � , ; 5� REMOVE SLAB ON GRADE AS REQ D TO CONSTRUCT 2-0 x 3-0 UTILITY <br /> � , <br /> � � . <br /> , , <br /> TRENCH SEE SECTION A/S301 FOR DETAILS. <br /> ; , <br /> _ _ _ � I I � ��� ����� <br /> � � <br /> � g�_4�� 25�_7M I I 19'-0" , ' ': � ' i; � � � REMOVE EXISTING TRENCH AND FILL WITH 500 psi CDF <br /> 0 � � � _ ---- �—� �.�--- (.� �1— _= T� { � r __ . <br /> , � � �� <br /> , � � <br /> � o�. �� � � , �� _�� <br /> � — - r — � �� � � .. <br /> _ , <br /> � <br /> '� 4 3 � '�� �� " � ��G��-�T� '; �I � � , ' i � I , �� � _ <br /> � , � �� i i i `� I � SAWCUT AND REMOVE EXISTING 12"SLAB AND REMOVE HSS POSTS <br /> _ _ ��.�-« � -- - ___ ,_- -- : __ -___ ,_ __ _-- -- - -' �-,.�-« __ _--- ---- _. <br /> ----J - --- -- - , <br /> .,� ..� � . _.�� _, . , ._._ .._,_.. , . .__i. , . ,,. ,._.- /�!'-_._ ._ _ lr_ _ . _ . .__� ____L_ _ " . -_ II.. IZ_ _. __:—'._._ � _. 7".!"_ _ __ _. _ .._� <br /> = I = , � .,� /_ _/ - - ;�_ ,, � ;�,r-/ 7-. ,,--_� _,_ ;- ,�-. /__ � J- _-,;� �- ��- --_ _. ,� _ f _. ,"� / -= ,r- - __f_ f, ;, � 8 REMOVE ALL SLAB ON GRADE AS REQD TO INSTALL UTILITY TRENCH <br /> � _ . //�, r ; �� � _ � <br /> \\ � % ,!-/ ////�j;�%%" ,, , ,, � / ,�, i/ � / / ��j� � /� � �� � /�� � i <br /> � . 5 � _ f - ' -- _ � � __ _ � -� _. _ _ /_ � _�/- � _ %;��_��i� }_ <br /> , : .: :�, , ;%,� T i/ _,__�� _���,����;����,����/���� ,� <br /> , �, ,�,����, _ __ �_f� /������� , <br /> - - - - - �.' — - — ' 9 � REMOVE EXISTING CURB AND TRENCH <br /> - - �- � — ----- r- -� � � � � <br /> � � . � ,� <br /> , 2 , �� , �, � � I � � � ' ��� ', � I <br /> I � � � � i ; �� I C� SAW CUT 16"THICK SLAB AND REMOVE AS REQ'D TO WSTALL ALUMINUM <br /> , <br /> ' HATCH LID SYSTEM,SEE DETAILS 11S500-14 OR 5/S500-14 � <br /> i ' i I � � � <br /> I � �� <br /> I I, , , ' i , �� � ; I ` !�! , ; ' 11� NOT USED <br /> , ,/ ; C <br /> , ' i , � , ��� I i I ' <br /> . ��� , � � � ; �f � i � �I �� <br /> � , i � � i � <br /> r, ; ; M ;! rf i, i I I 12 NOT USED <br /> � � � / �� i , � i �� , � <br /> / ' 1 , <br /> I � � � � � ( � � i �/,� i � ! '' � � . <br /> � i ' , � !, � t � � ' 13 NOT USED � <br /> ' , � � � <br /> � � � � � I � � � <br /> ���� � � � � � � �� ��� � � ��� '� . � � � � � <br /> , <br /> � <br /> � <br /> : <br /> i <br /> ; <br /> , -,--- ---- __ _-- ------ -- -- _---- ___. _---.. - ---�-------- ------ � �--__ _ <br /> __ - - _------ _ - - ---- --__ ------ ---- _ _._._-- -- - � , 14 NOTUSED <br /> -- ----- ------ ----- -- - - <br /> t-_ + /� � <br /> � � � � ; � � , <br /> ' � � ' � �� �/r �; i '���� ! �15j SAW CUT AND REMOVE CONC. SLAB AS REQUIRED FOR INSTALLATION OF <br /> � 11 10 � 19-0 �� i i �� '� , � � '-'" <br /> � � � , � ! , �� , � ', STEEL DUCT FRAMING <br /> ;; � � , � _� , <br /> � '�� � ; �j f '� � 16 PARTIAL REMOVAL OF EXISTING PLENUM AS REQUIRED FOR CONTRUCTION <br /> � �� �� 5 � � �� �; �I ; � � � � � � � �` �'�'��� � OF STEEL DUCT AND SLAB ' <br /> � , �� ' ; ' i �°_-- r ',� I <br /> ; ; <br /> � <br /> � ' -' , i ' I <br /> a _ ; ____ � <br /> 2 '' REFERENCE DRAWINGS <br /> � � � �� � '� �� � � <br /> ; , ! i � <br /> , , <br /> I 1. FOR EXISTING HOT HOUSE SUBSTRUCTURE,SEE 40-025-S553LG <br /> � , <br /> � <br /> ----__ __ ---- -----------__-- - - ---_._. --- __-- --- ----- ---- <br /> 1 --T-- - --------- _ _ —-----�--- — <br /> , , , � _---- ----- ---- —---- i--- _ __-_--- � <br /> ----- ------ --__ ------ -- --- --- <br /> , � ' <br /> I ; , i � � 2. FOR EXISTING SLAB PLAN, SEE 40-025-1S502 <br /> , ; , <br /> ; ,, , <br /> �, ; � � � i �, 0 4' 8' 16' 24' <br /> � i � <br /> i <br /> � � i � . „ _ � ,� <br /> I'i , <br /> � �� � � �� �� � � � SCALE. 1/8 - 1 -0 <br /> ; � , <br /> � � i �, <br /> � i <br /> � ,' i , '� ' BLDG 40-024 <br /> � i ' � ' � 09 1 � L �3 � �l. 5 �� � � .L � 9 10 11 11' <br /> � I � � ; , ! ; � , K 10 � 11 12 13 � 14 K <br /> � ; ' i � I I � I - - -' - - - ' - - � - - - I- - - --fl <br /> I � <br /> , 18 19 . <br /> 1 16 17 <br /> 5 <br /> _ _ __ _ _ _ _ L.7 � � � � � � <br /> — — — — — — — — — — - — — — — — — — — — — — — — — — — — — � - - -� - - - � <br /> � I I I - - -� - - - BLDG <br /> � � I ( 20 � 2� ' 22 I z3 z4 40-035 <br /> �— - - -� - - - fi- - - � - - - <br /> I , <br /> � 25 � 26 � 27 � 28 � 29 � <br /> PARTIAL SLAB PLAN REMOVAL nI � _ _� _ _ _ � � � <br /> p� � � � � � � � � � � M <br /> SCALE; 1/8"= 1'-0" I V 30 31 32 33 34 <br /> so � � �`J � — �J V � � s o� u ,�N <br /> BLDG 40-026 <br /> BUILDING 40-025 KEY PLAN A' <br /> NTS I v <br /> ..�i i �` C3 f- ��,6���. . <br /> ;<a?-�y "�-��;r-�.•,,, '`�1!� fi�... <br /> � ; <br /> ���"' <br /> www.brph.com Copyright o 2019 <br /> ThlaiMmbasbeenelectronleallyaignedandaealed6y Architects� ��I IGT.1�� II IC• � <br /> (Mdrew H.Miller,PE)uaing a digital slg�aWre and dak. <br /> PrinMd copiea o(tlrfs document are not considered algned State of Wash ington <br /> andsea�edandthesignafuremuafbeverlfledonany 5700 North Harbor City Blvd�Suite 400 Certificate of Authorization <br /> e�eeaoaiceopies. Melboume�Florida�32940 <br /> 321-254-7666�321-259-4703 f Architecture No.603235512 n <br /> r Engineering No.3137 <br /> � <br /> �" DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE <` <br /> SYM REVISION 8Y APPROVED DATE SYM REVISION BY APPROVED DATE ��� �/� ACCEPTABILITY M 02l26119 SLAB PLAN 16322 1 02/26/19 � <br /> 0 RRO-WBJ Perm MCS-HH Removal-Issue For Construction (WBS16322) BEL AHM 01117/19 A �r , <�nille f, �� THIS DESIGN ANDIOR CHECKED � ' <br /> Z : � °;, � SPECIFICATION IS APPROVED MTF 02/26119 sHEE7 � <br /> 1 RRO-WBJ Perm MCS-P3-Duct Revisions MTF AHM 04/29/19 �0�,�� p � ENGINEER TITLE FACTORY TRANSFORMATION-777X Wing Body Join � <br /> APPROVED BY DEPT. DATE CHECKED 02�26�19 1 S60 24 R 825 � ` <br /> _ � <br /> � BUILDING 40-025 � <br /> � '�� ! �- PPROVED d0B NO. COMP NO. <br /> �� ��� �� W015/2899-825 a�` . <br /> � " " APPRovE� STRUCTURAL MAS�ER COL 9-11/L.3-L.7 EVERETT, WA °WG"0 40-025-1S60-24R-825 <br /> , �;,�; : ,� <br /> ,��., � <br /> �,,r - <br /> � '- � .M r:. , ' � . <br />