|
. . . .. ' .. . . . .. .`y:
<br /> REVISIONS:
<br /> �, 12/3/18 NORTH WALL
<br /> RELOCATION
<br /> , 7
<br /> Permit#: C1810-013
<br /> _ � � _ - - _ - Site Address: 1202 GRAND AVE .
<br /> . , ��� ' � ��-�' ��.f��,�li�d,�t''r j,� �({)�� �S�c���.��y���� �� Owner. LEACH DANIELJ&SHANNON M
<br /> (�RAL7ING AN,C3 C7RAl�lAr� _ ��1���;�'fE� C)i'd APP�OVEU SIZ'E I'LAI�l, Tenant: [TenName]
<br /> �� �� �r�i�! �1'�'� �� �, I' PRO�API�TANi(S, HEAT�'UMPS AN�� App. Date: 10/23/2018
<br /> �: �'��3�ic�i, ��j�i� b2 � ,-., f1I'T SF-IALL BE �U.�MII'_ QTHER �QI�IPME�IT OR AP�URTEA�s���P'<roposed Use: SFR DETACHED
<br /> rnade for tt�,, control anci drainage ar" surflce ��s�`� I�0 �'tJP,T�-�ER iI�IgP�;�'TiOlv� �lILL MAY NOT SE f.00A7�D li�THE FRC��� �
<br /> �'����� ��'�����1 i�uilding; �jy; ga'r_��r;, �r�in lines, inlet, �nd catcti ���`�`�%����� �N�_F-tI��IZQJ�CT UI�ITIL T:I�E A�JI7 SI�E 5E78AC�S. �ROPANE TA1��;Description: ADD SINGLE CAR GARAGE W/2
<br /> basins or o�her� r�ece,sary drainage strucT�res _ind shall be installed �~���'�'�''r r��'L��'1 �-�5�EEN A.�P#�r,}y� aEQUIRE AD�ITIO�IA�F�Ef�MITS IS�U��gEDROOMS&BATH ABOVE
<br /> wh2re storm �avater rai,p�.S�� �annot be obtained wifhouT their use or �� �}} ��� �TJT�`�Z'-''T���U�.I,i� �t�.���, 8Y THE EVEf�ETT FIRE DEPAR7M�h�1'
<br /> ���Y�ere erosion cannot be prevented by fini,h grading and plantirig. �4���� PR�OR TO INSl'ALIATIUN. Reviewed By: '" �ate:_ ��'��i�
<br /> �'�y Uv21ls shall no± b2 insiall�d in �rea5 Whefe the ��jl j� �t�'r, +�veli �Office Set Job Site Set Fire/Planning Set
<br /> dr�inecl andJor poro�as� Ifi is ��mers ��es onsibili�, tc� �st�.�l3s� ��� . .
<br /> p y ��ak� ��►
<br /> prop�rty linesa �C�ABCR�T����d��A��� ��:���'��� � `,' c� c� � a� .�
<br /> �
<br /> >_ ��rarling s°r�ai! be pravid2d to insure:
<br /> '� du��� ���.���� �������+� � � .. .. � � .�
<br /> ' (�) �iversion ofi wa'ter ativay fror�ri b��iira��gs. pI�R P�EC 250.�� c� � ax. r.�z, �° a -
<br /> o F a � �
<br /> ' (�1 �'revention of sianding �r�rater and �oil satiaration aetrimer�taf (1NSP���'f�� �►T" F��TI���j o v� .�
<br /> tc� struct�.ires an�i iot use. �dd��so��� ���'r�if�Are ���r,�ir�d '�
<br /> \ �c�r`�hi� �r�' �
<br /> {�') Tha� n�tura! drain�g? channels o� bas'sr�� a�� r�o� blork�d �r }@�� �� ,���CB��: � � �
<br /> �u�e�. `�' � °� � �' �
<br /> � i�iu�n�i� � � � �
<br /> (d) �'ro�risions for the dispo�al �z ��r�ter frt�m a ic�t. � � � �Pr��kl�� � � �� � Q� W �
<br /> � �} �roaecfior� �f �cljoining �ro�.��rtya �oof trusse�to be d�sigti�ti� ����y��j��j � ``S ra
<br /> � �ir����r�
<br /> ' � and dtawing pr�p�red by�; � �'�" � o
<br /> A �en�h�n�;rk �s �equir��� (��� ���� a State lic�nse�i strucRur� �I��$�'9C�J �. ��; �'� � � U� -� ,-, �
<br /> '�`o �"erifp Appro�ved Building� ;�-r�i���t engin�e�. � � �
<br /> W � �
<br /> � � � �
<br /> ABBREVIATIONS VICINITY MAP PROJECT PARTICIPANTS DRAWING INDEX � � � -
<br /> . � t ,7+ . � 't�I.. �.t ! j..�+ I � '.S'� f��� ,
<br /> . . ' :��I �" -
<br /> & AND (E} EXISTING L LENGTH SCD SEE CIVIL DRAWWGS j � � i OWNER: Dan and Shannon Leach A0.1 COVER SHEET A
<br /> STRUCTURAL
<br /> ; 1202 Grand Avenue �
<br /> ANGLE EA EACH LAV LAVATORY SCH SCHEDULE s� � � o
<br /> @ AT ECB EROSION CONTROL BARRIER LF LINEAL FOOT SD SMOKE DETECTOR �; � � Everett, WA 98201 SURVEY .
<br /> I I , PH: 51.0 GENERAL STRUCTURAL NOTES, �
<br /> � DIAMETER ELEC ELECTRICAL LPG LIQUID PROPANE GAS SECT SECTION � : � ' E m a i l: ABBREVIATIONS,AND LEGEND �,� .�
<br /> ° D E G R E E E N G E N G I N E E R(I N G) LVL LAMINATED VENEER LUMBER SED SEE ELECTRICAL DRAWINGS ��r„�, �, , � �_} ����� I ` � ` �; �
<br /> # POUND OR NUMBER E Q E Q U A L M A X M A X I M U M S F S C�U A R E F E E T � �.. � � � -� �------ f--�--- A R C H I T E C T U R A L S 2.0 F O U N D A T I O N P L A N
<br /> SQUARE FOOT EXT EXTERIOR MB MACHINE BOLT SH SIMGLE HUNG �' :�a �.�, �, CONTRACTOR: Concept Builders Group, Casey Lundvall �'
<br /> � �� � � �'�� �` �� l �, 1627 208th Street SE �
<br /> A B A N C H O R B O L T FAU FORCED AIR UNIT MECH MECHANICAL SHT SHEET , � A0.2 GENERAL NOTES S2.1 UPPER FLOOR FRAMING PLAN
<br /> ABV ABOVE FD FLOOR DRAIN MFR MANUFACTURER SIM SIMILAR ��`�����'�j������������` � �,�, � �< < Bothell, WA 98012
<br /> ACOUS ACOUSTIC FE FIRE EXTINGUISHER MIN MINIMUM SL SLIDER �" f � ( " �° 'I PH:425-770-6592 A1.1 SITE PLAN S2.2 ROOF FRAMING PLAN
<br /> .
<br /> ACT ACOUSTIC CEILWG TILE FF FINISH FLOOR MISC MISCELLANEOUS SMD SEE MECHANICAL DRAWINGS ' � `� Emaii: casey@conceptbuildersgroup.com
<br /> AFF ABOVE FINISH FLOOR FG FULL GLASS MOD MODULAR SMS SHEET METAL SCREW � ` 1 � I " A2.1 DEMOLITION PLANS S3.0 FOUNDATION DETAILS
<br /> ALUM ALUMIN UM F H W S F L A T H E A D W O O D S C R E W M T D M O U N T E D S P D S E E P L U M B I N G D R A W I N G S � � ` ,� A R C H I T E C T: Designs No rt hwes t Arc hi tec ts, Tom Roc hon
<br /> PROJECT SITE
<br /> ARCH ARCHITECTURAL FIN FINISH MTL METAL SPEC SPECIFICATIONS f � I 26915 102nd Drive NW, Suite 201 A2.2 MAIN FLOOR PLAN S4.0 FRAMING DETAILS
<br /> 1202 Grand Avenue E'
<br /> a
<br /> AWN AWNING FLR FLOOR MUL MULLED WINDOW SS STAINLESS STEEL ` '� J �, Stanwood, WA 98292
<br /> Everett, WA 98201 , � � -�.���--�� '�--- Z
<br /> _ �
<br /> BD BOARD FOC FACE OF CONCRETE/COLUMN (N) NEW STD STANDARD - " � �` ` � � `- j r- - PH: 360-629-3441 A2.3 UPPER FLOOR PLAN S4.1 FRAMING DETAILS
<br /> BIF BIFOLD FOF FACE OF FRAMING/FW(SH NG NATURAL GAS STK SELECT TIGHT KNOT � ��� '� � C ' Email: tom@designsnw.com
<br /> BLDG BLKG BUILDING BLOCKING FOIC FURNI SHE D B Y O W N E R, I N S T A L L E� N I C N O T I N C O N T R A C T S T L S T�E L ��� ; I � A 2.4 R O O F P L A N Q
<br /> BLW BELOW � BY CONTRACTOR � NOM NOMINAL STRUC STRUCTURAL � � � � � � � w� � _''{ � t � ���
<br /> BM BEAM FOS FACE OF STRUCTURE/STUD/STEEL NTS NOT TO SCALE 5TS SELF TAPPING SCREW s "` „ f� : ��� � STRUCTURAL: Nickerson Engineering LLC, Chris Nickerson �� (,j� r
<br /> �� . ,.; �
<br /> BTM BOTTOM FT FOOT OR FEET OC ON CENTER SV SHEET VINYL A I f� ` 2221 Everett Avenue, #202 A3.1 ELEVATIONS = �
<br /> BUR BUILT-UP ROOFING FTG FOOTING OD OUTSIDE DIAMETER (T) TEiVIPERED $ � f'� � � Everett, WA 98201 � Z N
<br /> = � I , � � � PH: 425-610-4425 A3.2 ELEVATIONS �� QQ
<br /> c CENTERLINE FX FIXED GLASS OPH OPPOSITE HAND T&G TONGUE &GROOVE _ ��:,� �,� ` � Email: chris@nickersonengineering.com W �
<br /> CLG CEILING GA GAUGE OSB ORIENTED STRAND BOARD TBD TO �E DETERMINED � A4.1 BUILDING SECTIONS �
<br /> CLR CLEAR GALV GALVANIZED PH PANIC HARDWARE TOC TO�'OF CONCRETE ' � _i r 7 ,_,� �___��, ���_ �
<br /> CMU CONCRETE MASONRY UNIT GLB GLULAM BEAM p PLATE TOp TOF' OF PLATE � ' ��^ ��"��`$ --; k � Q Q `
<br /> i��j"� �=; ��, < T� � -� -T A4.2 BUILDING SECTIONS Q Q �
<br /> COL COLUMN GSM GALVANIZED SHEET METAL PLAM PLASTIC LAMINATE TOF TOF' OF FLOOR '� i�,�;' ;��
<br /> COMP COMPOSITE GWB GYPSUM WALLBOARD PLWD PLYWOOD TOS TOF' OF SLAB/STEEL �� '� ` � ' -
<br /> � � ��R ' `� - j , A5.1 WALL SECTIONS Z "
<br /> CONC CONCRETE GYP GYPSUM PR PAIR TOW TOF�OF WALL �. , �I � �� � � � �
<br /> CONT CONTINUOUS HC HOLLOW CORE PSF POUNDS PER SQUARE FOOT TS 7U�3E STEEL � ; � , � ' �
<br /> A6.1 WINDOW AND DOOR SCHEDULES �
<br /> C S C A S E M E N T H D R H E A D E R P T P R E S S U R E (P R E S E R V A T I V E) T Y P T Y P I C A L � ' � � I � � E ♦^ W
<br /> CPT CARPET HHS HEX HEAD SCREW TREATED UNO UNLESS NOTED OTHERWISE '� ,� � C� -
<br /> �� ' � � A 7.1 A R C H I T E C T U R A L D E T A I L S = v �
<br /> D B� D O U B L E HM HOLLOW METAL REINF REINFORCING VERT VEFtTiCAL � � � p N W
<br /> D E M O D E M O L I S H H O R I Z H O R I Z O N T A L R E T R E T A I N I N G VIF VEFtIFY IN FIELD - ,�, - l'' � + 0
<br /> . � � �
<br /> �_��,;;��: ._.),�__��I � - �-T, �„� N W
<br /> DET DETAIL HVAC HEATINGNENTILATION/ RHWS ROUND HEAD WOOD SCREW VPF VEGETATION PROTECTION FENCE �� : �
<br /> DH DOUBLE HUNG AIR CONDITIONING RM ROOM W WIDTH �=, .;� �-��;�� t � �
<br /> DIM DIMENSION ID INSIDE DIAMETER RO ROUGH OPENWG w/ WITH � ~� �� i i f�"� 1
<br /> DWG DRAWING INSUL INSULATION RWL RAINWATER LEADER WD WOOD .t`-,� '� ' �k`� � (;; Q
<br /> INT INTERIOR SC SOLID CORE WT WEIGHT � ,� ` f� � i� �m
<br /> � � :a :� �� � �.� W -
<br /> .•� I � �' �`' y ; �
<br /> � � `�� �� � � ��� A � � ..l,.� � €
<br /> , ���,�� �� �� ..�. . ,
<br /> ����
<br /> SYMBOLS PROJECT DATA AREA CALCULATIONS ENERGY CODE NOTES �, ��:��� , �
<br /> ��� ����
<br /> iR .... -
<br /> JURISDICTION. .. . . . . .. . .. . CITY OF EVERETT BUILDING AREAS �,�� ��` �}��:; �;.V, m�°-� �
<br /> PROJECT ADDRESS. . . . . . . . 1202 GRAND AVENUE
<br /> 1) SEE GENERAL NOTES, SHEET A0.2, FOR GENERAL ENERGY CODE COMPLIANCE NOTES. �'� i� �-: �--�".i��7"�
<br /> EVERETT, WA 98201 EXISTING �` 'i����
<br /> 2) THE PROJECT COMPLIES WITH THE FOLLOWING OPTIONS IN ORQER TO ACHIEVE THE 1.5 ENERGY CODE CREDITS REQUIRED BY THE
<br /> PARCEL NO. . .. . . . 00409422501400 WSEC (ADDITIONS LESS THAN 500 SF CONDITIONED SPACE):
<br /> MAIN LEVEL
<br /> DRAWING NUMBER CODE � � � � . 2015 1RC WITH WASHINGTON �j�40 R TERED
<br /> BUILDING SECTION X REVISION REFERENCE X�-REVISION NUMBER
<br /> AMENDMENTS CONDITIONED FLOOR AREA . . . .. . . . . . . .. .1,372 SF 1A. EFFICIENT BUILDING ENVELOPE(0.5 CREDITS):
<br /> OR WALL SECTION A4.1 SHEET NUMBER EVERETT ZONING CODE UNCONDITIONED FLOOR AREA. . . . . . . ... . 248 SF PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS:
<br /> REFERENCE MASONRY (DETACHED GARAGE) VERTICAL FENESTRATION U = 0.28 ='
<br /> A ZONING. . . . . . . . . . . . . . . . . .. . R-2
<br /> � FLOOR R-38 � p� N
<br /> RUCKER GRAND HISTORIC OVERLAY ZONE UPPER LEVEL �,�����
<br /> i= '� CONCRETE 4. HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM (1.0 CREDITS): � •. �
<br /> � DRAWING NUMBER STRUCTURAL � CONDITIONED FLOOR AREA . .. . .. . . . . . . . . 987 SF ALL HEATING AND COOLING SYSTEM COMPONENTS INSTALLED INSIDE THE CONDITIONED SPACE. THIS INCLUDES ALL EQUIPMENT -
<br /> a REFERENCE � t LEGAL DESCRIPTION. .... . LOTS 15, 16 AND THE NORTH HALF OF LOT AND DISTRIBUTION SYSTEM COMPONENTS SUCH�AS FORCED AIR DUCTS, HYDRONIC PIPING, HYDRONIC FLOOR HEATING LOOP,
<br /> �; EXTERIOR ELEVATION X GRIDS � I INSULATION (LOOSE OR BATT) 14, BLOGK 225, SUPPLEMENTAL PLAT OF CONVECTORS AND RADIATORS. ALL COMBUSTION EQUIPMENT SHALL BE DIRECT VENT OR SEALED COMBUSTION. FOR FORCED AIR -
<br /> Z REFERENCE A3.1 � CHURCH AND LAMOURE'S ADDITION TO PROPOSED (TOTAL) DUCTS:A MAXIMUM OF 10 LINEAR FEET OF RETURN DUCTS AND 5 LINEAR FEET OF SUPPLY DUCTS MAY BE LOCATED OUTSIDE THE
<br /> � SHEET NUMBER NOTE: EVERETT,ACCORDING TO THE PLAT CONDITIONED SPACE.ALL METALLIC DUCTS LOCATED OUTSIDE THE CONDITIONED SPACE MUST HAVE BOTH TRANSVERSE AND
<br /> °, GRID LINES LOCATE FACE OF INSULATION (RIGID) THEREOF RECORDED IN VOLUME 3 OF MAW L.EVEL LONGITUDINAL JOINTS SEALED WITH MASTIC. IF FLEX DUCTS ARE USED, THEY CANNOT CONTAIN SPLICES. FLEX DUCT CONNECTtONS
<br /> � FRAMING AND/OR PLATS, PAGE 35, RECORDS OF SNOHOMISH MUST BE MADE WITH NYLON STRAPS AND iNSTALLED USING A PLASTIC STRAPPING TENSIONING TOOL. DUCTS LOCATEQ OUTSIDE
<br /> 1 DRAWING NUMBER COUNTY, WASHINGTON; CONDITIONED FLOOR AREA . .. . . . . . .. .
<br /> o, FOUNDATION STEM WALLS _ _ THE CONDITIONED SPACE MUST BE INSULATED TO A MINIMUM OF R-8.
<br /> UNCONDITIONED FLOOR AREA. . .. . . . .. . 692 SF
<br /> � UNO IIf-�=111 EARTH AND LOT 16, BLOCK225, THE HEIGHTS �
<br /> INTERIOR ELEVATION (STORAGE&GARAGE
<br /> c REFERENCE 4 A5.1 2 TRUE NORTH ADDITION TO EVERETT, ACCORDING TO THE UPPER LEVEL -�� �_
<br /> � SHEET NUMBER �t�7: .�:�., SAND/PLASTER/MORTAR PLAT THEREOF RECORDED IN VQLUME 3 OF H ISTO RI C OVE RLAY ZO N E
<br /> ;
<br /> ,:
<br /> `- 3 PLATS, PAGE 40, RECORDS OF SNOHOMISM 1,497 SF � ,
<br /> � COUNTY WASHINGTON. CONDITIONED FLOOR AREA. . : . . . . . .
<br /> �
<br /> � DRAWING NUMBER NORTH ARROW NORTH ' (425 SF NEW, 987 SF EXIST)
<br /> �n ROCK FILL THE SITE IS WITHIN THE"RUCKER GRAND HISTORIC OVERLAY ZONE"AND IS SUBJSECT TO THE
<br /> TOGETHER WITH THAT PORTION OF
<br /> v DETAIL REFERENCE X TOTAL PROPOSED REQUIREMENTS OF THAT ZONE.
<br /> ' AX.1 SHEET NUMBER VACATED STREET/ALLEY ABUTTING CONDITIONED FLOOR AREA . . . . ... . . . . . 2,869 SF � �
<br /> METAL (LARGE SCALE) THEREON WHICH ATTACHES TO SAID LAND
<br /> ia PER EMC 19.33.140 THE PROJECT IS SUBJECT TO ADMINISTRATIVE REVIEW BY THE PLANNING
<br /> STAIR DIRECTION, DEPARTMENT STAFF, BUT DOES NOT REQUIRE REVIEW BY THE EVERETT HISTORICAL
<br /> BY OPERATION OF LAW. TOTAL PROPOSED t ' '
<br /> ; UP 7R UNCONDITIONED FLOOR AREA . .. . . . . . ... 692 SF COMMISSION.
<br /> � � #RfSERS&TREADS 11T
<br /> 3 ; �\
<br /> � � � ,�• • � GYPSUM WALLBOARD LOT SIZE. . . . . . . . . . . . . . . . . . . 7,497 SF �L
<br /> � ., , o = .
<br /> ..,__�:
<br /> � ROOM NUMBER ROOM NAME &NUMBER ROOM � FINISNED WOOD SET BACKS. . . . . . . . .. .. . . . . FRONT YARD 30' FROM EDGE OF SIDEWK IMPERVIOUS SURFACES �^
<br /> FURTHEST FROM STREET V,
<br /> 3 DOOR REFERENCE 101 X DOOR LETTER 101 OR AVG OF ADJ PROPERTIES EXISTING �/
<br /> a STRUCTURAL WOOD SIDE YARD 5'
<br /> I..L �`�
<br /> ,.
<br /> L EQUIPMENT NUMBER 101 � (CONTINUOUS MEMBER) REAR YARD 20' HOUSE . .. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .1,386 SF 1 � 1 ,,£;
<br /> g DETACHED GARAGE. . . . . . . . . . . . . . . . . . . . . . 255 SF W � ,
<br /> WINDOW REFERENCE X WINDOW TYPE 28 FT.ABOVE HIGHEST POINT OF THE >
<br /> a' STRUCTURAL WOOD MAXIMUM . .. . . . DRIVEWAY. . . . . . . . . . . . . . . . . . .. . . . . . . . .. . . . . 703 SF
<br /> � CENTER LINES, FLOOR LINES _________ � (NON-CONTiNUOUS MEMBER) BUILDING HEIGHT SIDEWALKAT THE ENTRANCE OF THE ENTRY PORCH. . . . . . . . . ... . . . .. . . .. . . . . . . . . 64 SF �� •
<br /> o AT EXTERIOR ELEVATIONS, BUILDING. CONCRETE WALK(AT REAR). . . . .. . .. . .. . . 650 SF O
<br /> °J PROJECTED LINES PLYWOOD PROPOSED . . . . . . . . . .. . . . . t 25'-11" MAX. U ".
<br /> o WALL TYPE X�--- WALL TYPE � EXISTING IMPERVIOUS . . .. . .. . . . . . . . 3,058 SF Z
<br /> � BUILDING HEIGHT
<br /> v PROPERTY LINES, BOUNDARY - - - - -�- - - - -�- O
<br /> � LINES
<br /> � TILE(CERAMIC) MAXIMUM . . . . . . . . . . .. . . . . . . 40% PROPOSED ������ �� ���'����
<br /> = KEY NOTE REFERENCE X�--- REFERENCE NUMBER LOT COVERAGE(BY BLDG) .., DATE: 11/16/18
<br /> � EXISTWG HOUSE. . . .. . . . . . . . . ... . .. . . . . . . . ��������,� ��� �����1��� �
<br /> m HIDDEN LINES ---------------------------- PROPOSED. . . . . .. . . . . . . . . . 28.57% (2,142 SF) � PROPOSED GARAGE. . . .. . . . . . . . . . . . . . .. . . 510 SF � DESIGNED: TR
<br /> LOT COVERAGE (BY BLDG) PROPOSED STORAGE. . .. . . . .. . . . . . . . . . . 182 SF �-- � , �; .����� -� �-
<br /> � _
<br /> � PORTION OF EXIST GARAGE � �,y �� �"� f �� ��- DRAWN: WKL ;;,
<br /> ;
<br /> Q � � c > � ��;�,�.���� .��' �� �.� � �
<br /> r CASEWORK REFERENCE 101 SCHEDULE NUMBER BREAK LINES EXISTING DRIVEWAY. . . . . . . . .. . . . .. . . . . . . . 360 SF ��� � JOB NO: 2018-07 = '
<br /> �r -� -1/ SEISMIC ZONE. . . . . . . . . . . . . D �
<br /> �r (PORTION REMAINWG) �-� ':4
<br /> � WIND. . ., . . . . . . . .. . . . . . . . . . 85 MPH, EXPOSURE B ENTRY PORCH , . . . . . . . .. , . ., .. , .. .. . .. . ., . 64 SF � � , �f�� �� �i� � SHEET: . �
<br /> ..� �
<br /> r CONCRETE WALK(AT REAR- . . . . . . . .. . . . . 659 SF ,
<br /> � OCCUPANCYGROUP . . . . . R3 PROPOSEDANDEXISITWG) {;��a"`�' ��j��" ���Ig���y�;' �'
<br /> ri � .
<br /> Q CONSTRUCTION TYPE. . . . TYPE V-B PROP4SED IMPERVIOUS . . . . . . . . .. . . . .3,161 SF � �'f=�'i'�l#� �°��413'��°=' .
<br />
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