The URL can be used to link to this page

Home My WebLink About22-53004 5335 Eigh�h Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 FBAR-005300-2022 Issue Date: 12/09/2022 —9F] M3M=1,ZZ-1E= Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. I CONTRACTOR SIGNATURE PE IT OFFICE T EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED n a EXISTING ' PORCH' EXISTING ELEC PNL ( b GENERAL ELECTRICAL NOTES FOR ADDITIONS: NO LARGE LOAD ADDED TO EXISTING ELECTRICAL SERVICE RELOCATING EXISTING LAUNDRY LOAD TO NEW LOCATION AND DISCONNECTING FROM EXISTING LOCATION. THE ELECTRICAL CONTRACTOR OR OWNER TO VERIFY ALL ELECTRICAL TO COMPLY TO LOCAL AND STATE OF FLORIDA BUILDING CODES, THE EXISTING STRUCTURE WILL HAVE TO HAVE SMOKE ALARMS ADDED PER SECTION 1004 OF THE FLORIDA BUILDING CODE EXISTING BUILDINGS AND F3C R314 EXISTING PORCH, RELOCATE APPLIANCES TO NEW LOCATION WATER HEATER WASHER DRYER r O O / ol EXISTIN// !KITCHEN �6-1-zl-j ELECTRICAL PLAN 1/411 = 11 O" ELECTRICAL LEGEND 220 v Cz.F.I. 110 V GROUND FAULT RECEPTACLE SWITCH ®IIOv 50 CFM'S BATH FAN 110 Y 5MOKE j DETECTOR (t )1 VANITY LIGHT O CARBON MONOXIDE IIOV LIC�I-IT UNIT CAN f3E CEILING OR WALL (TYP) CEILING O RECESS CAN LIGHT FAN W/ LIGHT ELECTRICAL PANEL EXISTING WINDOW MEETS EGRESS REQ. --► EXISTING WINDOW MEETS EGRESS REQ. REMOVE GARAGE DOOR AND BLOCK FILL OPENING, SEE DETAIL S-1 PROPOSED PARTIAL FLOOR FLAN 1/4 11_ 11 o CONNECT SANITARY TO EXISTING 3" LINE AT THIS LOCATION IN FLOOR EXISTING KITCHEN F I SAN I TAR*[" FLAN 1 /411 = 11 all EXISTING PARTIAL FLOOR PLAN 1/411 = 11 all ALL WORK ;HALL COMPLY WITH PREVAIL CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND "rHE CITY OF Y-EPHYRHILLS ORDINANCES � EVV DXf� L I ` OF ZEPHYRHILLS r-XAMINE—R CONVERT EXISTING GARAGE AND UTILITY TO LIVING AREA 448 SQ, FT, ARKAY ENGINEERING INC. STRUCTURAL ENGINEERS 1 [CHARD L. KIDDEY P.E. FLORIDA LICENSE NUMBER 31256 I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2020 l TH EDITION AND ASCE 7-16 FOR 139 MPH WIND ZONE RISK CATEGORY 11 AND THE ENTIRE 2020 BUILDING CODE RESIDENTIAL -1 TH EDITION !si m 7�C44 m vq ct) %0O m U zE to x LLu 11.. O tu zuj � U Lu � LN w mod N N N N z _ O d Q � Q z O 2 LU iJ-- l VJ wn O ju r— d) 0L Lu PG 1 OF 2 ARKAY # 20213 f 1;IL /IN I .[41 I ( } • �i. EatLi'1.'jE � �.' .. it -::. •�� 4 P, ,.! 9 � I .: .. t� a J ! �t a 1 i +F } {4 T1 1 Y 4 �c 1's i JA tA'gti k 1 I 1.4 i 1 I 4 j t ol , ro i . 1 a{ i 'i• ) I s >: 4 I" •' � ti T ( �( 1 ' 4 I I y r + 4 v 1 fi � 1 , mk 4 1j. I s ' 1 ff� �4F'' t r I11 j I ` I 1 �jj 1 IT I 1 �iil III f y � 1 I, I III i ,I 1•' i � d III j I If! It h + , I f i I,Id I it I l � I I• �I;, I II I fel4ri J a, z [1 1 . I r-:;ENF=RAL NOTES: THIS PLAN HAS BEEN DESIGNED TO CONFORM TO THE 2020 FLORIDA BUILDING CODE 1 TH EDITION AND THE 2020 FLORIDA BUILDING CODE - RESIDENTIAL 1TH EDITION. ARKAY ENGINEERING, INC.: A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY: HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE. THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE FOLLOWING SUPERIMPOSED LOADS: FLOOR: LIVE LOAD - 50 P.S.F. DEAD LOAD - 10 P.S.F. ROOF: LIVE LOAD (TRUSS TOP CHORD) - 20 P.S.F. DEAD LOAD (TRUSS TOP CHORD) - 10 P.S.F. DEAD LOAD (TRUSS BOTTOM CHORD) - 10 P.S.F. ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - 1 P.S.F. WIND: BUILDING IS DESIGNED TO CONFORM TO ASCE 1-16, CHAPTERS 26 THRU 31. PER 2020 FLORIDA BUILDING CODE, RESIDENTIAL 1TH EDITION - SECTION R301,2,1.1. AND 2020 FLORIDA BUILDING CODE 1 TH EDITION SECTION IrvOe WIND DESIGN ASSUMPTIONS: BUILDING EXPOSURE - B COMPONENT 4 CLADDING WIND LOADS BUILDING RISK CATEGORY - II MEAN ROOF HEIGHT 30' OR LESS HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT = 1.0 ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT = +/- 0.18 WIND SPEED SHOWN AT THE BOTTOM RIGHT CORNER OF THIS SHEET ALL STRUCTURAL ELEMENTS, EXTERIOR WALLS AND INTERIOR WALLS SHALL BE TYPE V CONSTRUCTION PER FBC 602.5 BUILDING ZONE ROOF OVERHANG LOADS ALL OTHER COMPONENT LOADS I N/A +32.3/-35.3 2 -65.1 +32,3/-56.2 3 -110.6 +32.3/-89.0 4 N/A +35.3/-38.2 5 N/A +35.3/-41.2 TIMBER MATERIALS: ALL TIMBER MATERIALS SHALL BE AS FOLLOWS: ALL LUMBER IN CONTACT WITH MA50NRY WILL BE PRESSURE TREATED MATERIALS INTERIOR STUD WALLS TO BE OF 2 X 4 112 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T. PINE BOTTOM PLATE AND SINGLE 2 X 4 02 SPRUCE TOP PLATE WITH STUDS SPACED MAXIMUM 24" OC. WALLS TO HAVE 1/2" GYPSUM BOARD EACH SIDE, WITH WALLS AT GARAGE TO HAVE MINIMUM R-I1 INSULATION SOIL TERMITE TREATMENT: TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERM ITICIDES, INCLUDING PESTICIDES APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. A "CERTIFICATE OF COMPLIANCE' SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT 15 IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION, DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL. INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLING 4 COMPACTION ARE COMPLETE ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED (INCLUDING ANY BOXED OR FORMED AREAS) - BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN ADEQUATE SIZE 4 DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE INITIAL TREATMENT. THE CONTRACTOR/OWNER WILL BE RESPONSIBLE FOR DETERMINING IF EXISTING H.V.A.C. SYSTEM CAN HANDLE ADDITIONAL LOAD A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT SHALL BE REQUIRED ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION 18 COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION). ANY SOILS DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE BUILDING SIDEWALLS (PER FBC R318). AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS, THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE CEMENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN Co INCHES TO ALLOW FOR INSPECTION FOR FUTURE TERMITE INFESTATIONS EXTERIOR WINDOWS lt DOOR ASSEMBLIES: ALL EXTERIOR WINDOW 4 GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/152 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE. INSTALL ALL WINDOW 4 DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS TO ACHEIVE THE DESIGN PRESSURES SPECIFIED, ELECTRICAL, PLUMPING 4 MECHANICAL: IN ACCORDANCE WITH CHAPTER 411.003(2X1) OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS. ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER "SN" CIRCUIT. ALL ELECTRICAL OUTLETS IN HABITABLE SPACES SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER SAFETY GLAZING: THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308: (1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES. (2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 6O INCHES ABOVE THE DRAIN INLET. (3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE 15 WITHIN A 24 INCH RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FINISHED FLOOR OR WALKING SURFACE. (4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING CONDITIONS: A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 13 SQ. FT. B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF THE GLAZING, REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING. HVAC: FLAN 1/4" = 1' 011 O DRILL 3" INTO BOTTOM OF EXIST LINTEL AND EPDXY #5 REBAR II LONG LAY BLOCK IN OPENINGS A THEN CUT NOTCH AT LOCATI SHOWN #5 REBAR TIED AT EACH END. COVER NOTCH AND FILL CELL WITH CONCRETE DRILL 3" INTO TOP OF EXISTING SLAB AND EPDXY #5 REBAR Ir," LONG DRILL 3" INTO BOTTOM OF EXIS LINTEL AND EPDXY #5 REBAR LONG LAY BLOCK IN OPENING! THEN CUT NOTCH AT LOC SHOWN #5 REBAR TIED AT EACH END, COVER NOTCH AND FILL CELL WITH CONCRETE DRILL 311 INTO TOP OF EXIS' SLAB AND EPDXY 05 REBfi LONG EXISTING EXTERIOR WALL DETAIL NOT TO SCALE � � �� S_'PO'.I- IN FILL EXISTING DOOR DETAIL NOT TO SCALE IN FILL EXISTING GARAGE DOOR DETAIL NOT TO SCALE -30 INSULATION _ ATTIC AREAS CUIGTING LINTEL TO REMAIN REMOVE DOOR AND BLOCK FILL OPENING AS SHOWN T" " LINTEL TO REMAIN REMOVE DOOR AND BLOCK FILL OPENING AS SHOWN ARKAY ENGINEERING INC. STRUCTURAL ENGINEERS r-� � I v RICHARD L. KIDDEY P.E. FLORIDA LICENSE NUMBER 3�2136 I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2020 -1 TH EDITION AND ASCE -1-16 FOR 13S MPH WIND ZONE RISK CATEGORY II AND THE ENTIRE 2020 BUILDING CODE RESIDENTIAL '1 TH EDITION 0) I 0) c(A zU �F, In 0 0-4 0 -A r— �n u- r Q ■ �— �zN�a) �./ 0 Q � <Q w 0 U wzdLL LL A a- Q 3 m cn 71 QO r r 'T V `� In In 'D c', cA !u (1) I) co * * I 9 m m�0Q) cnco+pV F U-• X in L __1 l U to I- -0y-0 Z m `8 4 o 9) c �o -U- 0 Z ID %3 — Q) to 5 U ' QOLp' m ff d) 3 (Z-0-0 zT, �� Lu "D — f-113 Ul rj 9) co co c m_c ins100 01 0-. d) W Lfi 4 Q 0 Lu ff m D 'd f 14) m En (mil N I A T Z - o 4 Q II— Q m O ,'^^ v! Q 7 ff N T O lu LL cj) q f— III d) O — w 0"r,A,d"1: 7-u Y_ L ' OL ff Lu N FG 2OF2 ARKAY # 20213 ':I I(i� g' I'. ,, , i' I t.1 � 19 I a� il i I, 11 ; ' II 11. •a ''II; I , I' 1 i1.I I ��i I if I,, 11 I ily l Id�,I�LJ', I� 4 1 1 a I �i (I II I I,IIu (t�( ICI „ ,Ip I Ip I; I I ICI ('.� , , I I I lar,•, •I. ' Y r II l i i t i 1 ! 1 :.q 1'.',I " t t� ,,'r 1'� 1 `I ,I�, I'�II61, 4i I, o #ti�'P lil �,I i ft 1i. a il, 1 I r i I t. l ,'IF I, a -"I', a I f I y /if t;" j - Iiii ., , I . f I,k IY*, FI $ ! I S 0 . I .i f F +j f I. ' .t i� 34" I ; i,,a I i_ ',. 1 I I6_ rii . r:i: 'iy r '+ to I , , k III— +p13'ap ,. il: } • Ii H1� , " , <a. s f 'r ` I F, t I * , I .,i, ,"Ajr` itt,;;i lark, ` i �'il t� ',) 1 "� � p , . p „I , I ," vr! ,I "T 4,. ,Ya: t a 1('A k ,,,�,, i il;.,_. (,'.. !y I � I :: I v Iz '� C ! , I.11' 1 I Ik ' 1 13 rlII� j,11 a , :; A , I �I ",1 a �1I,i. r �� tl.0 a1I IIf fM t Iai' I1,hdr +,, i' :SI I! I U k 1 I t1 �1 y I l t: I li(i tt IInp ,I <I�1, 4, � -,:I, �,J. � i, , �� I ", ' Ii99 1 4` _ II«� 'r, I ,'.. i ' tl L. II I �I:jsg I,t It 1 ,t _ k' r il t q Ii ..I'. , , I i (d Ii II {(y y,,�i�l , tt la i16i;il �( 12. i ,� Ilt�'I�11=,il��'f� I ,IEie'r�I„I.,., I Iea,� lyi I, 11" I , �, �., ka i ;i Y. +I h, a' ' 9dl 'I'Y r4.1 I �yl I I` 9 2+ I I t, t 11tr ..ik +; fa — r i f .- I I;t ,: f, It I r } �I ;I, > , j I I 111 ,pi" prq� , �',a 'c t 1 .`I t" I I � I. �. I !, I 5� t p.Ifl l I,I',: z �I.,} Ir t +t �':i '� '3 A a 1 ' �� , , I `II a f e , )r ! N t. 5 '� A a , , 3h4 4 S t P , '' ,, ..1. I,f p s Yc1 � i ;..I I �' [ $ t, .�,:Ij 7r S iri t 3ic`'F lal xtx544 y e t i fI ik 11 i ,., i .�S tx, N 91 I, i Y a 4 I �' 7 j:,', 2 i _' . I ( -. 4 , Fx l , Nl YI Y $ Y ` to i p t 171 III , , Y;01 �,' ,, it S e y 11 i I I y 1 P '-.;1 ^ I,i',, ,, I II 1, , _4+ � ' Ikt �I 1 F. v r t a ,; ! ? 3 f, -A T 're i ry . I d i �% y 1 _ � �y i;I�,13 Y Y. I: f I Ira -, �,� T. I� �III � 1 3 li �,, 'v ,I , - it ,Gw Xt 3', t a, { + _ ti t I - r 1 ii ; , Yr rli �l 3 �{" I'w ! 1 4• t �`, '; a " •* a , q; ,.1 4� Mi ,.e'I r ;'. 9 a ,'. h i r "ar ' "` k, 4S " . t I per 1 11r Ir,I F i ' Itk 1^�I� fY. •:ytt ,Y` J� +f 4,r Ira" tr I �J I}� ke,t ,r„ ,, a I t L r, :`,' , r 4" I I. fit, !I .a (�+ 14;wr,! IfI�IN - W I �In;,9t1 g Pl;'. ( ry 1 V y y ' ICI t1 r, iR 0.1� ti}iM t 11�� IL F 1 I, �,i �. ,a r� 9171, tI+s f! It IPi iik„ fialI ;�'.I( I �k, SE, 1 11•, I t=° -t ( to le d f' i l i l t 1(� I I a I I rt, I YI 1 r l '� I tt 7 tl �I 11 ! S •t dlf I i I !Ii I h � , ., ,, {il a i I` I I Il 1.. I ) � f� I' ' I{Il I Ii,il I v: 'I, ,1, I } .S,1 ,Ijit1 I hz (I J I �' 1;9 I( I III I I I� f1 '( I' i �alla tl. I I ; 'I I I 1 I, 2 1{ t' I! � � I i � : I ( I II; I i I I I ! 1.i I,II.I,IY 111, I �II t . i f '} h1 "� a 1 � l I I y,; ;. 11 jjii; I. I i I 1{ I . III I I r s ,'I',I ! i ' 1 St. I I I I I , € i I` I I ]' I I I. 9U Iy ! it I14" F i t , � ' Ipp[ �i 11 I IIt . 1 ,1Y ;i I. 1, I, I11 ip¢i 11 I,j, It I,�4A1 ''t , t--1 j ` ' , tl I EP' I I A I I l ti. f� I I 4 i 1I t �; 1: ,,, II`I ,,,wl = + ` I a ,: r,"+ k�la1II?}ti�II�i;I��II tt.,, ; ,a ,p I, ,��5. It�O,'a,(IxI a!y,,Ss, sI�',' I t 3 t, a ,] I p+ ' "' t, i t l ili , i A t. tP r-. h I a•.;I ry 1 d +'' , , ,ti C ,` , IF', , . I I I s1 ' +'F �kf !+ f, I `, :. T, , V" 4f x? ,t s <'I jC,. t,;�4 �,_ d t, r.Ir �b t�" i Jay yr`, 4i. I to `% 4 w !1}� ' 1 f YI _ j�, Ie i f ,It Yf11I" r' S �; _ ..11 r ! „ s s'-t.. a11 1y1i 'vI r.rb ,6 -t ,4 ,1 1 h - t ! h ., iI *I, I r t/ I ,: ',, I >` I ,u :, w b �.. .a " ': x d , aG s ! 1. <.,i! 1, ',I Q ;, f ;r .. tI r bG 9 , r ! 5 ,.,a f` JS _ 17 ' f , ::, y j'ryI q �,, i .; } t c