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FLOOR PLAN LEGEND PRECASTCONCRETE � �, <br /> 1 � -��I <br /> COLUMN(MATCH EXISTING � E D 4.1 �F. � EXISTING CHAIN LINK FENCE GATE B A .a � � <br /> COLUMN PROFILE) WITH � <br /> EXISTING WALL 25�_O�I � � " f WITH PANIC HARDW'ARE � ^ � ,� <br /> CHAMFERED EDGES 25 -0 25 -0 25'-0" � � � <br /> NEW FRAMED WALL OR PARTITION, SEE ALSO PLINTH 2� 6�� STEEL COLUMN � j ,�NEW KNOX BOX PER CITY I �---� � '� � <br /> STRUCTURAL DRAWINGS IF APPLICABLE I i m � �� OF EVERETT'FIRE MARSHALL ' � � � � <br /> A E m ' , � � '�'� I I \ �---� �, . <br /> W 12x79 ;, � <br /> _ � � ; � A <br /> � a � � ; �'� E � �' � <br /> r � , ;, ' ; ; ;, ' <br /> , � � 8" CMU WALL ° . � INFILL ; l � - - - - - � � - - - ,,� -�� d � :, � � / � � <br /> i -�-r�� ��- �-�- ��- i _ - f � �, � <br /> _ . ' � � � � �i,l�T"r"C9 I t'i r) _ � I r - -� - - - - � <br /> � <br /> � r �-r- ����i_r� •' I_ <br /> I�i �� ; i � ��i i I - � � <br /> � � :JQ PLINTH PER � ! � � �� � � t� ; ';���'���� �, � I � � � I I � ; i � ; V o <br /> �' i� � � h ��_ � I � � REPLACE WITH NHW 60 MINUTE IRE i �� i � Q) o <br /> \i� � �1 aP i I i , , , <br /> / CONCRETE WALL � r, a 4 STRUCTURAL � f� , �� <br /> ��., ,; � ; ; ���'�,,� ����� ' � ':I �.; RATED DOOR WITH� RELITE. � ' ' EXISTING STAIR GUARD TO REMAIN PER i N <br /> I � � � a� <br /> ��, „ � � �� �� I��, , , , _,__ .; � ; ` ! � I � ' � � <br /> , „ = NEW SEISMIC STRUCTURAL ;�� �-� T-� � �- --�---�- � -�- -�-�--�-� �� � , � i ; � IFC 1104.6, 1104.6.1 AND 1104.6.2. ATT�ICH � � � ` <br /> ;,.,ti,�,.,t R �,�:�..;,,.,.y�.,,,,,,,,,,,,,,, S O U N D I N S U L A T I O N I N P A R T I T I O N A N D 4 -0 ��; � ° �� �� � � � � :� � , �� a ,� � ;�; � ; i ; ; , � V v� <br /> ' '- " " ' `' ' " ' � ° � ' � '' � y " ' �•! ' ' i METAL GRID TO EXISTING BALUSTERS WITH � ^ <br /> EACH SIDE ON CEILING 1 g 6 MEMBERS PER STRUCTURAL ��� g � �� � � � � � �� � , u � ,a � , REPLACE STOREFRONT WITH NEW i2 HOUR FIRE RATED I I <br /> ;� �i ii �i i �� � a � i s i , ii � � � � � � � ; j � <br /> I • w a � �� � 7- � � ; ' ',-; I� q_-,-, -_ _ J i ' FASTENERS. COMPLY WITH IFC 1104.6.2. ; � ; � <br /> ,•L..-----' ,-=_'--'=: _:-__ ' �`�'� � ' _.._.A �,,_ J � i NG. � I <br /> � � �� � �� WALL ASSEMBLY TO MATCH EXISTI, � <br /> - - -------- COLU M N A �- - - ; � PROVIDE METAL GRID TO BOTH SIDES OF I ;' � <br /> � � <br /> 2-HR RATED FIRE WALL I ; _ ,_ „ � � � � � _ �1 � � � � j � STAIR ON ALL THREE LEVELS. � I � � <br /> STEEL COLUMN � � = 5 0 � '` � �� i SOILED � � ! I I I � N � <br /> PRECAST CONCRETE I j i _ \A7�3 \ ' / � � i---i �..., � I I ' I .I o � c•� <br /> ROOM ROOM NAME & W 1 4 x 8 7 COLUMN MATCH EXISTING _ � � = 11 ��1 I 1 A7.2 � STAFF L, ' U T I L I T Y ����� 3 � j i � � .� c� <br /> ## ROOM NUMBER INFILL ( � i j _- O I L E T '� � - - 4� � i4'-2" � � 1 1 4 �o j i � � , � o� � <br /> COLUMN PROFILE) WITH r, ; EXAM 8 _� -/��I - � � � TOILET , „ ,; j , � �, �o '� <br /> (FIRST NUMBER INDICATES FLOOR NUMBER PLINTH PER r, ' � = ' 122 12�'/� �_ ° 12 � � � � I 14 -8 �: ; i �-' � <br /> � � � � 115 I a�.2 s ; � ; i ; �t <br /> ) � �� CHAMFERED EDGES i' i 123 _� � , � � <br /> 2 - i � � � = � >{r Y�,r{,�.,�, .,�„,r,�rrr.�,,�,r;,,., : ,���,}�.�.,�,wA,,�,�, ��.au.�»��aa�.,Au,.,�,��,�����,u,.� � 4�_ ��� � 6�_5�� VERIFY I � i '-, <br /> STRUCTURAL - - Q ,' i _ � , 1 I o � _ _ I L - �, � i i i ! <br /> ! SEAL: <br /> � � � FIRE EXTINGUISHER SUGGESTED _ n Q .. . i i _ 123A 121A I�AN./ N !� � r � � ^ � � I --- -� <br /> LOCATION (VERIFY W/ FIRE MARSHALL = oo � � , � 2 - � ; 4 A7.3 2 � � 11, I I j I <br /> ) o , � N � r., , , � � � SPEC. COLL. a7.2 � , I m - � ! � i <br /> � � . � � ' STO RAG E -I , � o , � <br /> �, q a � : a PLINTH � , ,;,;,;;r,,,,,,r,�,.r�,Y...,r ,;��..Y.,r,_�r,, r,r,_ � 121 � � 2 �.� 116 116 � , ; � � ; , , <br /> ' - ALL � i �' � ; � ' ! � 5186 REGISTERED <br /> '�/Al/AUAU,VA UUJJAaAUAUAU4rWNN.1,Yt VhVl.�MJla1/UI,UI.IAA.U.Wl.U.? I A7.�] O � �/ i <br /> . � � � � ' <br /> "r � �� - '%HITECT <br /> # WALL TYPE INDICATOR = I i � -`D HALL ' 113 CLEAN � � � � , 1 , . <br /> _ . . . ; i ; --6' �"---- � ' � a I � <br /> WALL TYPES 1 THRU 4 COORDINATE W/ DETAIL 1 6 6 g ' ! 120 � ; UTILITY �� i �, ; , � ; <br /> , I I - ' i 1 <br /> �� � �� �� - _ - - - - - - 4S \ I ; B -' � F J'�. �,� <br /> �, <br /> ' - -1-24A- - - �°�� 112 - ' 0°� i �, I IS J. CNR� <br /> _ ' � _ - � �� � _� _ - - '- - � �� <br /> NUMBERS ON SHEET A6.1. U.O.N. - - - <br /> �� �, _ �- <br /> �? T--' d � �`B ' � � � R111A � i � � " I �� T 2 �' �T �OF WASHINGTON <br /> 1. TYPICAL UNLESS OTHERWISE NOTED COLU M N B `� �' EXAM 7 =� � � : � ; ; � ---� i -' ��- -' oc � ; <br /> ' � �;� " _ � , 117 � � � , �� � �n ; <br /> ; ' , ` � i i i, W <br /> 2. SOUND PARTITION � ' �� 124 �`� ( VENI. N � 5 ; � _ _ __ � � 4 � � � > i j <br /> 119 � _ I ' � I � XRAY ! ( i CUBICLE CURTAIN FOR � � <br /> 3. PLUMBING WALL PARTITION PRECAST CONCRETE 15 I;I ��� - i � � � A7. 6 � -' �- - - ' � <br /> 4. LEAD SHIELDED PARTITION COLUMN(MATCH I A6•1 �;� , „ = �_ �� A7.3 8 �_ � = -� �3 �� � , „ HALL � �1 � ' i DRESSING AREA I; I <br /> �,� � 9 -11 1/2 5 5 9 7 1/�' = 10 -9 5 -0 � � I � � � <br /> 5. PARTIAL HEiGHT WALL, SEE DETAIL 10/A6.2 EXISTING COLUMN S�M• � '�� : � 2 I � 110 111A � � � I <br /> � I � ' � : � <br /> I I � <br /> ,�� � � <br /> � <br /> PROFILE) WITH "" � I I i � � <br /> 2� 6�� ,�; , rr,vnrmnrrr,rr ,r„r rn ir.vrtnv r_r„rrr;rrrmvn ' <br /> +�� HOSE BIBB - , <br /> � 1J� i' �- - -- - � � � <br /> . <br /> F CHAMFERED EDGES , � Q 3'-0" 4'-1" � � ', <br /> FLOOR DRAIN .- -- - - - . I �� �; I �,nl = = � <br /> --------------- <br /> . �. a i;; '� N m o o HALL � �� ! �-----------------� � -° -± �j � , I I <br /> � �n _ 118 1 -0 ( -- ; _ <br /> � _ � . � I �I � 0 5'-0" '_11" 8'-5" i 11'-0" ' `-- ' '' I <br /> c� CORNER GUARD - oo . . � a ��: C I � � _ ' 6" 'n 'n ; , I _ <br /> � g , ; o <br /> � � 4 I I � r_ I 1 , i <br /> ' r-+ � INFILL PLINTH i � - - - - _ , , ; <br /> . . �' � M E DS i ' '-' '1' <br /> cv � . . �.uN�.�,. ,.wu.;.au.0 ,�� ,�,u�,,.,a�,,,.�a�„�r�.,, .,u�, ��a..,,�, ,.uu,.�.. � � SUPPLY ' ;,.-, � <br /> � PER STRUCTURAL �`�I = ' � ; ' � <br /> i i � ; A7.2 ��il � N <br /> DOOR IDENTIFICATION NUMBER, SEE - � ��- � _ iIj i - N � o o ^ , „ = � 109 � � ROOM I I ��' ' ; ' � � <br /> 0 � , <br /> SCHEDULE �� �_ �� �� oo i, ��, � � 1 _ i i � �'�� - ' � i <br /> 101A � 1 6 6 PLINTH � � ,� �; TEAM _ _ _ �, ; ; 108 ' ; ; � � ; <br /> � � ��' i� WORK _ � A7.2 9 � � i � STAFF ���� � � i ; <br /> 2 ' '�' _ _ _ u, i � Q � � LOUNGE ; ,�; r' °; ! � <br /> _i �_ 00 i i i � <br /> 'I � 125 EXAM 6 = � EXAM 5 = � <br /> WINDOW/RELITE IDENTIFICATION COLU M N C 4�1 � `� ,; O � : _� : � � � ------i o ' � 107 � ; � � j i Z <br /> ��, , <br /> - � <br /> 101A NUMBER, SEE SCHEDULE PRECAST CONCRETE I ; _ � 12� = � 127 = A7.3 3 � ' �I i � � � Q � <br /> �; �; : � , I <br /> PILASTER WITH ;I�, �; = 2 _ _ � , �I i <br /> � �II I <br /> S E C T ON CUT INDICATOR I;I, I = _ _ � ROLL , ALIGN HALL o ; i � . <br /> � �� CHAMFERED EDGES 6 � =-� 2 � _ 2 _ � oN n � 106 �, � ,� � ! Q <br /> INDICATES SECTION DRAWING # ON SHEET 2 6 - - - �-� - - � ;, � - : _ _ _ _ „ ;I � _ _ ALIGN ,�_ i _ _ i <br /> SCALE <br /> - - : _ - - - � <br /> - �I <br /> INFILL PLINTH i a�1U/UAAAAlA1AIAhA.1/.V}I AIAAAAa�1.iAUA.!!AF/AAA�f!A1 1/AA14�n411'�AAU�IJA.UJAUA At\A1l�AAU.VhAA 1�!UJ��AUII !�h�/UJJaAUUAAAAAUAAIA!A_ ,I I � � v�YfVYY�YAY1YiYrYYYt/Yi i}'�Tyj�y�yyy�'ITxr p �� � ' J - - - <br /> _ _ i <br /> INDICATES SHEET# �-,� - � _ �, ;�---- - � ` T 3 V <br /> #• _ PER STRUCTURAL ���;! 132B : � _ _ _ a � �� i � I ; , � � � . <br /> o - � �� ° '� '� 12'-2" g�_5�� _ � �� _ ---- � � o �� , 2 4 � � ;' � i Q � <br /> DETAIL INDICATOR �' - PLINTH � i� ,, i = 9 -5 - HAL � `� �� "7 72 ��- I <br /> � <br /> I � � W _I <br /> I;� :'� = - = 2 � i I � � <br /> �- INDICATOR FOR AREA/OBJECT DETAIL 6" 1'-6" 6" I _ � �; TEAM _ _ 2� 128 RECEPTION �� s � ; I � I , � � � <br /> �r, ,'��--'' W 0 R K : 2 _ �n - � � 104. a�.2 _ � : ������ � � � j i '� a N � <br /> INDICATES # ON SHEET � � � _ <br /> '' 132 = EXAM 3 ' EXAM 4 = 3 c� � � I � I ; , <br /> INDICATES SHEET# � � ; 0 - N = � ��r � I � 0� Q � �--� ; � Q : � <br /> #. COLUMN D � �� ; � - - - � 130 = r' 129 - N � �r�� ���. � , ! ; Cn LL <br /> ;;I '' I I � � `° � 0 4 0 � i i , � � � � � <br /> �� � � � <br /> ;!I ;i . ' p I �"� r��F .r.��,�H�r.tiv.+.. T' i I � I I'� I � � W <br /> i. I I <br /> INTERIOR ELEVATION INDICATOR PRECAST CONCRETE _ ' � I ; � ; � � <br /> ' ' � <br /> � : � -6 - � � � . ; � � i � � <br /> # C ,=-; I I '-6" ¢ o o Q � �. oo � , ; � <br /> INDICATES ELEVATION # ON SHEET PILASTER WITH � � � � 132A � _ � , - ,� _ ( � � �� �� 'i � ; o � <br /> A#. INDICATES SHEET# � I r-�� �- � - � � � � � T <br /> CHAMFERED EDGES 2�_ �� ^�.,,�;,� . - - ,u����,,�,.u,��Ua,,�, u�,a�,��a��,�.�A ,�,A��� :�,;�,�, �a.�„�� t 5'-0�� I 5�_0�� 5�_��� L ����� � � �-� j , I ; N i Z � .;.+ . <br /> INDICATES DIRECTION OF VIEW(S) ' � ; I ; O W � � <br /> INFILL PLINTH - �i' ;; 15 HALL � _ - � � ' <br /> � �� �� in ;;; . � �� � � � <br /> O � � ' � V � � <br /> � <br /> PER STRUCTURAL 1 -� 11 � � ,�� � -6 A6.1 � �� 131 i � � ; ; j ; � M � � <br /> � ''"� TYP. -6 u' 1 A a�.2 � ; ', Z 1 � p <br /> � V� �„ I-. � > cv <br /> FLOOR PLAN GENERAL NOTES _ � t ��� �� � � ; � , � � ; ; � <br /> NOTE: PRECAST ; � � � � � <br /> N ' I 1AAAA�Ax W/JUAUAf1A,4AMVlAAJl.UAAA�J�IA�.UA xAAAAAUl_W.U/A1-aA1JAUVJA�JfAAAAAAAI}IWAVAUAA} AA1J.Vl/,V JUA�.UUAU.0 � t4rJJ.tA�JAAlA11Al.UAVl3.i A44VAI.G � I I � � � <br /> ' JOINTS/SLABS/ ��!L.. Q a = ; ; , � F•• � Q <br /> 1. FILL ALL SCRATCHES DENTS CRACKS HOLES OPENINGS PLINTH `-' -° � ''' 'I M m \ "' - � ' I I N ' <br /> ' ' ' ' ' ' CONNECTIONS TO��� II� „ � , � ; m : � � � <br /> - IRREGULARITIES, AND/OR DEFECTS IN BOTH EXISTING AND NEW � � ' � �. `�' ' '�i '��� � �` � �= � `�' � � ' I ' � � � Q � Z � V � � <br /> = BE COORDINATED; �: ;, - � � � - � � <br /> ; �I � 1 A7.3 \� � � I ' � ���J I � i I •1•+ � <br /> WALL SURFACES WITH PLASTER PATCH, SPACKLING, JOINT �� �� � �� � �� , _ � A7.3 � - WAITING � ,, _ � <br /> COM B i ' � � � _ = i � V � <br /> 6 1 -6 6 0, � _ 2 rn �-�---i 103 i i � ; ; � B - W � � N <br /> POUND, OR OTHER PRESCRIBED MATERIALS IN AN _ _ i _ EXAM 1 I� : N _PROCEDURE _ : _ _ j L � � _ _ _ �_ _ __ ;�_ _ _ _ _ _ _ _ _ = Q � O � <br /> - �T -EXAM 2 - � �� � 4 > <br /> INDUSTRY APPROVED MANNER TO PROVIDE A UNIFORM � ; = 134 �� = � ROOM � -� �� � N > � <br /> FINISHED WALL SURFACE TO MATCH EXISTING CONDITIONS. COLU M N E � ; 1 3 3 � 2 � _ 135 � � ' �' I ' � � W Q H' �t' w <br /> ' ; = 0 - I ; ; I ; I ; <br /> CLEAN AND SAND SMOOTH ALL SURFACES BEFORE APPLYING j � ' 9'-5" = 9'-5" � = Q 12'-5" - 6'-11 1/2" ; <br /> � ' ' ! JOB NUMBER: 1655 <br /> I <br /> FINISH MATERIAL. COLU M N DETAI LS = = = � ' �/� � DRAWN: IR/GG <br /> i <br /> � ' ! � <br /> 2 = - --- ! j � <br /> ' 1 I CHECKED: <br /> SCALE: 1/2" = 1'-0" ; � = = �` � ,�� � ; � � � <br /> � I � �-- �AA �-_l� ..__. . .__..____._ , � �� � <br /> 2. R E M O V E A L L E X C E S S B U I L D-U P O F E X I S T I N G A N D/O R N E W WALL - - - � ' � <br /> V��- '� � ,; , �----� , j I DATE: JUNE 21, 2017 <br /> I � �; m � � -� �� � � ' <br /> AND PAINT MATERIALS FROM ALL NEW AND EXISTING WALL 15 ' "' REVISIONS <br /> i I A6.1 ��� � � ' 'I �\ /� 'il' �� NEW SEISMIC STRUCTURAL �� <br /> SURFACES INCLUDING BUT NOT EXCLUSIVE OF: PLASTER, � , � � I � <br /> � I I I�'� I : i j l:i �'`� , <br /> I MEMBER PER STRUCTURAL � <br /> � SIM. ��� , . �� Date Description <br /> PATCHING COMPOUND, PUTTY, MASTIC, ETC. CLEAN AND FINISH DEMO EXISTING BRICK � -� � ��..� �t�� ;� ; ' ; � <br /> SAND SMOOTH WALL SURFACE READY FOR THE APPLICATI COLUMN. RETAIN & PROTECT � ;';�'�' � ! �.. '�? .� I � �] �� �����'� �r`i �r� I I = 3 �/11/�� Building Permit <br /> ON OF � , �..` <br /> FINISH. EXISTING STEELCOLUMN TO ' a'I �, !i�� I f � I �n <br /> � iii � �� � i,:' � I I � � � Comments ` <br /> � � <br /> _ � <br /> REMAIN, TYP. ! j ���I�'( ; ,'�' _ \'';��I ; i j i ! ; N <br /> -y---, � I i � <br /> , � J �;-?�� � �--.-.-------�; ������ � , ; <br /> 3. PROVIDE FOR A UNIFORM FINISHED WALL SURFACE ALL THE WAY , ,�T,\., ,, , , ,--��� � , � � <br /> � a � �f���, y ' 'I � 'I I'� ' <br /> DOWN T O T H E F I N I S H E D F L O O R T O A L L O W F O R T H E P R O P E R N E W P R E C A S T C O N C R E T E o ; ' �� � � ; , , ' I �I� ! I ! ! SHEET NAME: <br /> 2 2 2 � ( ���� � ��'���� � ���� I� d j� ; ;:� ; � � , <br /> INSTALLATION OF THE SPECIFIED WALL BASE. THAT INCLUDE S C O L U M N E N C L O S U R E P E R P L A N. , A2 3 � q2,3 A2 3 ; I � � r'� � " 'i � '' �i tl � � �I i ' ' i ! 1 ST FLOOR PLAN � <br /> � y �� ��� �u � � � ;�� � � <br /> TAPING AND FINISHING ALL VERTICAL JOINTS AND BEADS DOWN � NEW SEISMIC STRUCTURAL , ; � _ � a � � ' ;, !i �i ; ;�� ; I ! <br /> � �_ � ���- � �� � , � I I� � � � � <br /> TO THE FINISHED FLOOR ALONG WITH FILLING ALL SCREW HOLES --- ' � � <br /> MEMBER PER STRUCTURAL �---- ��__ � ����� I � � � � � � ;I �� I il il � � il � � � � � I <br /> AND FILLING ALLVOIDS. �A � � � ';��! � � � � � ;{ a ;� !� ;� g ,� � ;� � ;� ;r �; �_I I �_ � I I <br /> I I B � ;�� �-;I��-i ':I � II il �I � � i ; � � ''' i ' � � ' I <br /> � <br /> I- , ; � � I - _ _ _ �_ 4 � � � _ I � �-- � ��-���� �»�-� � � �� � �-'�-�,- --I I � � I A2.3 i I <br /> 4. LEVEL THE FLOOR SURFACE/SUBSTRATE WITH A LATEX �� �^� -� -�- - � - - --��� -�- _- - - _I- --�- �; � - - - - - - ;- - -� i - 5 CONSTRUCTION <br /> UNDERLAYMENT � � � I � � � � � � � � � � ; � � <br /> SMOOTH AND FREE FROM CRACKS, HOLES, �---� `,_=_� ___�� � <br /> E 4 A _ ._ , �� DOCUMENT BID SET <br /> RIDGES, COATINGS PREVENTING ADHESIVE BOND AND OTHER EXISTING STAIR GUARD TO REMAIN PER IFC 1104.6, 1104.6.1 AND 1104.6.2. PROVIDE NEW HANDRAIL `___� 2 � � <br /> ATTACHED TO EXISTING WOOD TOP PIECE OF EXISTING GUARD. HANDRAIL TO BE WOOD, SPECIES AND � � A2•3 � "� / ;' SHEET NUMBER: <br /> DEFECTS IMPAIRING PERFORMANCE OR APPEARANCE. S T A I N T O M A T C H E X I S T I N G W O O D TOP PIECE. ATTACH WITH METAL BRACKETS. HANDRAIL TO COMPLY A 4'2 1 S T F L O O R P L <br /> MAXIMUM ALLOWABLE SLOPE IS 1/4" IN 10'-0". FINISH SAND NEW KNOX BOX PER CITY 1 „ , „ �1N : <br /> W I T H I B C 1 0 1 4.2 A N D 1 0 1 4.3.1 A N D L O A D R E Q U I R E M E N T S P E R I B C 1 6 0 7.8.1 A N D 1 6 0 7.8.1.1. T O P O F S C A L E: 3/1 6 = 1 -0 <br /> S M O O T H T O P R O V I D E A N A D E Q U A TE SUBSTRATE FOR THE HANDRAIL TO BE BETWEEN 34"-38" ABOVE STAIR TREAD. ATTACH D E C O R A T I V E M E T A L G R I D T O E X I S T I N G OF EVERETT FIRE MARSHALL <br /> ■ <br /> TALLATION OF THE SCHEDULED FLOORING MATERIAL. BALUSTERS WITH FASTENERS. COMPLY WITH IFC 1104.6.2. PROVIDE HANDRAIL & METAL GRID TO BOTH <br /> SIDES OF STAIR ON ALL THREE LEVELS. <br /> 0 1 2 5 10 2p <br />