The URL can be used to link to this page

Home My WebLink About22-5138City of Zephyrhills 5335 Eighth Street Zephyrhills, FIL 33542 BAC-005138-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 12/21/2022 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice fia 23131�� k accord�mce with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE ir-jjp" 01 M IN I JAIMM;" PEfIT OFFICEU ITHOUT APPROVED INSPECTION ,J 0. 4 B M 7 Q M 0 z 0 N O N .= rn .� 511. V 2" PRE -CAST CONCRETE WALL CAP - PROVIDE MIN. 1% SLOPED TOP 0'-12' STUCCO VENEER OVER PLASTIC LATHE OR AND TEXTURE TO MATCH CLUBHOUSE BOTH SIDES OF WALL -,-*,$ 5'-01, ADJUST COVER OVER FOOTING TO MINIMIZE CUT BLOCK COURSES FINISH GRADE 0 _ 4 10° MAX. C �,I�Ii�ll�i =�I�I; . I I II I 111 d 11i C ',III —.. � I I' i I I I ly - — - l— I ---A -- - L - -- - - - - - 1- --- I J----' -- -L-- ------ _--___J 1 -_L- ill I I NOTES: 1. FILL ALL CMU CELLS WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING AT 24" O.0 VERTICAL ON WALL SEGMENT. #5 REBAR CONTINUOUS, INFILL KNOCK -OUT BLOCK WITH CONCRETE - 25" OVERLAP ON ALL SPLICES #5 BAR IN FILLED CELL, 24" O.C. 25" OVERLAP ON ALL SPLICES 11 8"X8"X16"CMU WALL PROVIDE #1 GUAGE HORIZONTAL _r RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) 36" CONCRETE PAVER - SEE SCHEDULE OF SITE FURNISHINGS AND STRUCTURES ,/ TIE ALL REBAR CONNECTIONS WITH METAL TIES #5 REBAR DOWEL @ 24" O.C. 11111�I I I='''—III=1 1= I I I I= - (3) #5 HORIZONTAL REBAR CONTINUOUS, =1 11=1 I El I I I I=1 I� I I�T I1=1T=I I1= HOLD REBAR 3" OFF BOTTOM AND _i111 tlj 1 1==I1' EDGE OF POUR I —III —I 11— I - — d ° a I I f=1I a ' °• • ,;I <I-T—`�j—1 I:� #5 TRANSVERSE REBAR AT 24" O.C.- HOLD 1'-011 I� 1.1 v O4 ' ' .I=I I 1-1 11 i . III -III _ 3" OFF BOTTOM AND EDGE OF POUR 111 11- ; i i'I� I (I 1— - i— - - - -1 -i - - 3000 PSI POURED CONCRETE 11 11=111� 11=11 ITi l l=l� l_�11=11 i -1 if_�1fi-1 I I, FOOTING CONTINUOUS 3 0 COMPACT SUBGRADE AT ALL FOOTING LOCATIONS 1 RETAINING WA HS14 1/211 = 1 1-011 LL AT POOL EXIT SIDE VEHICULAR GATES 1/2" GAP FOR HINGE BRACKET - GATE FABRICATOR/INSTALLER SHALL BE RESPONSIBLE FOR SIZING GATE HINGES AND PROVIDE OWNER A WARRANTY ON THE ABILITY OF THE HINGES TO SUPPORT THE WEIGHT OF THE GATE _MASONRY COLUMN WITH STONE VENEER BLACK POWDERCOAT PAINTED FINISH 5 H314 6' HT. PEDESTRIAN GATE FOUR RAIL NO ACCESS CONTROL HORSE FENCE /-(HSi4 MASONRY COLUMN WSTONE VEER -� �=� �� _ i�.......... __�_ - - -_ :.i?�. :'t„�:s: �:ie:: 7it': ': .✓�-C"..-�h K.•C�`,�^:Y`. _.1v v rh w� `. '^�" .^'A. ;✓: i`:vti,",.� '.i�.":^7' :• .v _ - Mv•w'.�.:Jn`� Z,i;:�ki✓i �i W.�t -W� ,h,+fi.n. :.-.amY3.„�,2: F o is .l FINISH GRADE CURB 5' WIDE CONCRETE SIDEWALK 2" WHITE PRE -CAST CONCRETE WALL CAP - PROVIDE MIN. 1 % SLOPED TOP #5 VERTICAL REBAR IN FILLED CELL, SEE FOOTING DETAIL FOR LOCATION - 25" OVERLAP ON ALL SPLICES STUCCO OVER PLASTIC LATHE MATCH COLOR AND TEXTURE ---F OF CLUBHOUSE WALLS ®6" MIN. 10" MAX. 1'-0" 2-0" OR 1'-6" 2-2" OR 1-8" #5 REBAR CONTINUOUS, INFILL KNOCK -OUT BLOCK WITH CONCRETE . _ e1'. ° k d ° . < . k' . '. .. ° :- .I 3'-011 WALL SECTION 8"X8"X16"CMU WALL PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 1 STAND 3RD BLOCK COURSE ABOVE FOOTING #5 REBAR DOWEL @ 32" O.C. ADJUST COVER OVER FOOTING TO MINIMIZE CUT BLOCK COURSES (3) #5 HORIZONTAL REBAR CONTINUOUS, HOLD REBAR 3" OFF BOTTOM AND EDGE OF POUR I, #5 TRANSVERSE REBAR AT 32" U.C.- HOLD 3" OFF BOTTOM AND EDGE OF POUR �� _ 3000 PSI POURED CONCRETE FOOTING- CONTINUOUS COMPACT SUBGRADE AT ALL FOOTING LOCATIONS 2 18" AND 24" HT. RETAINING WALLS AT POOL H S 14 1/2" _ 11-OIL 24 SQUARE MASONRY COLUMN - FAUX STONE VENEER DO NOT SCALE HORIZONTAL DISTANCE OF ENTRANCE WALL DUE TO ROADWAYS NOT BEING PERPENDICULAR TO WALL MASONRY WALL - PAINTED STUCCO FINISH - DASH (ROUGHCOAT) TEXTURE COLOR TO MATCH VILLA EXTERIOR WALLS BLACK POWDERCOAT PAINTED FINISH 21'-6" 4 1" GAP FIELD CONFIRM HS14 -\ \ \ 4 VILLA GATED ENTRANCE ELEVATION HS14 1 /811 = V-0'1 ENTRY SIDE VEHICULAR GATES DOUBLE SWING GATES- GATE OPERATORS ON OPPOSITE SIDE _1"SQUARE ALUMINUM TUBING 2" SQUARE ALUMINUM TUBING ADD REINFORCEMENT IfBAR AS REQUIRED 3/4" SQUARE /— ALUMINUM TUBING ) 1'-211 ASPHALT ��1" GAP CURB ROADWAY GATE STOP ANGLE BRACKET AT TOP AND BOTTOM ENTRANCE GATE STONE VENEER FILLALLVOIDS WITH CONCRETE i- VENEER WALL TIES COLUMN • . •. .- .§� I 00 i NoI�!I No - j�%� ■ 1�■! ■■ !�I•�I/'I/ �� Illlllill�� • 1 . • m ' / ,/I, i �� I 1 M �_ I ON II% j110. f.l� ■ i I ri F111 MME I Ii �� I 11 i �I II 11 I II 11 I t 3 6 -1 SQUARE COLUMN SECTION 6 FENCE CONNECTION TO COLUMN HS14 1 1/211 = 11-011 NOTES: 1. FILL ALL CMU CELLS WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING AT 24" O.0 VERTICAL ON WALL SEGMENT. 2" PRE -CAST CONCRETE WALL CAP #5 REBAR CONTINUOUS, INFILL KNOCK -OUT PROVIDE MIN. 1 % SL OPED TOP BLOCK WITH CONCRETE 25" OVERLAP ON ALL SPLICES 01 1 11I I+ G STUCCO VENEER OVER #5 BAR IN FILLED CELL, PLASTIC LATHE - COLOR 24" O.C. TO MATCH VILLA BUILDINGS 25" OVERLAP ON ALL SPLICES TEXTURE: DASH (ROUGHCOAT) BOTH SIDES OF WALL 8" X 8" X 16" CMU WALL PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) U-0" #5 REBAR DOWEL @ 24" O.C. TIE ALL REBAR CONNECTIONS WITH METAL TIES ADJUST COVER OVER FOOTING TO *�. MINIMIZE CUT BLOCK COURSES A - FINISH GRADE (3) #5 HORIZONTAL REBAR CONTINUOUS, _ _ 1— III=T=I : HOLD REBAR 3" OFF BOTTOM AND 'I =I I1=1I�=ITI=III EDZL GE OF POUR o'"MIN. I i �l l l_1 11—I r: I—ITI=1 I-1T�I I �1 1. I I .III-1 P_-- I I.I I I-1 <° III=1 11-1 I I-1 11=1 I I- • '° •' I I —I I I -_ #5 TRANSVERSE REBAR AT 24" O.C.- HOLD �` 1' 0" I I�Ill. ° . ' . < '.. ' d' =1"',; III-1! 3" OFF BOTTOM AND EDGE OF POUR ZL plld�ll— —_—'. IIIW .°: 3000 PSI POURED CONCRETE 1 --� I =1 — - - -_ - - - = — — ==—I ; -=11 =- FOOTING CONTINUOUS 1I1=1I1=1 11= , ,I II 11- I_I I`TI II I I-TI-1 I I-1 -1 I ITI I1 I I-1 I I: 3 0 - COMPACT SUBGRADE AT ALL ® FOOTING LOCATIONS,_,_� 4 VILLA VEHICULAR ENTRANCE WALL SECTION HS14) 1/2" = 1 1-0" UHT. PEDESTRIAN GATE NO ACCESS CONTROL FOUR RAIL % HORSE FENCE 5 I 6'-6" 5' WIDE CONCRETE FINISH GRADE SIDEWALK NOTES: 1. FILL ALL BLOCK BELOW GRADE WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING GRID AT 24" O.C. VERTICALLY 2 1/2" THICK PRECAST WHITE CONCRETE COLUMN CAP - EPDXY TO TOP OF CMU COLUMN WITH 1/2 DIA. ANCHOR AT AT CENTER EMBEDDED 3" MIN. INTO COLUMN KNOCK -OUT BLOCKS ON TOP COURSE OF COLUMN- WITH #5 REBAR BENTS- FILL ALL CELLS WITH CONCRETE COLUMN REINFORCED WITH (4) #5 REBAR- ONE AT EACH CORNER FILL ALL VOIDS CONTAINING REBAR WITH CONCRETE 24" SQUARE CMU COLUMN PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) ALTERNATE CMU DIRECTION EVERY O THEIR COURSE SAFETY PROTECTION ON VERTICAL REBAR UNTIL BLOCK WORK BEGINS - (4) #5 REBAR DOWELS- 25' OVERLAP ON ALL SPLICES TIE ALL REBAR CONNECTIONS WITH METAL TIES FINISH GRADE jl HOLD REBAR 3" FROM EDGE OF POUR Iz - COMPACTED SUBGRADE II 3000 PSI POURED CONCRETE FOOTING 3 -6 X 3 -6 X 1 -0 REINFORCE WITH (3) #5 REBARS EACH WAY TOP AND BOTTOM TYPICAL MASONRY COLUMN WITH STONE VENEER N-6" 0 3 ol SEC 2 SEC STONE VENEER FILLALLVOIDS WITH CONCRETE � - VENEER WALL TIES COLUMN FAUX STACKED STONE VENEER - CULTURED STONE PRO -FIT LEDGESTONE COLOR: 'MOJAVE' I I I I-- - NOTES: 1. FILL ALL BLOCK BELOW GRADE WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING GRID AT 24" O.C. VERTICALLY 2 1/2" THICK PRECAST WHITE CONCRETE COLUMN CAP EPDXY TO TOP OF CMU COLUMN WITH 1/2 DIA. ANCHOR AT AT CENTER EMBEDDED 3" MIN. INTO COLUMN KNOCK -OUT BLOCKS ON TOP COURSE OF COLUMN- WITH #5 REBAR BENTS- FILL ALL CELLS WITH CONCRETE COLUMN REINFORCED WITH (4) #5 REBAR- ONE AT EACH CORNER FILL ALL VOIDS CONTAINING REBAR WITH CONCRETE 24 SQUARE CMU COLUMN _ PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) ALTERNATE CMU DIRECTION EVERY OTHER COURSE SAFETY PROTECTION ON VERTICAL REBAR UNTIL BLOCK WORK BEGINS - (4) #5 REBAR DOWELS- 25" OVERLAP ON ALL SPLICES TIE ALL REBAR CONNECTIONS WITH METAL TIES FINISH GRADE 11I W 11 II I HOLD REBAR 3" FROM EDGE OF POUR I I� I f- --_ - - - - - - 1-1 - 3000 PSI POURED CONCRETE FOOTING II I-1 I I-1 I d I I-1 I F911=1 I I III-1 I I I I f I I I-1 I I-1 I h III I 36" X 36" X 1' 011 3 6 REINFORCE WITH (3) #5 REBARS EACH WAY TOP AND SQUARE BOTTOM TYPICAL COMPACTED SUBGRADE COLUMN SECTION 3 VILLA VEHICULAR ENTRANCE COLUMN SECTION HS14) 1/2" = 11-011 4'-810-6 4'-0" <Q; �vcr COLUMN CAPtf !�� 111 I , ISOMETRIC WALL CAP ISOMETRIC s1 . ■■■■■■■■■■■I■■ no 0— so Is �� - - �Wmw ME 1111111=11IIIIIIIIIIIIIIIII MWAA • . . . . • • �•■ • 6101IQ I • I—V-6" ------I STRUCTURAL BRICK 1' 6" �`: (BELOW ,,— PRECAST CONCRETE COLUMN CAP SECTION 3 STRUCTURAL BRICK -� I~ 1 58 ~I STRUCTURAL BRICK 15, " 0 4116 . 1/0 3'6 0'-416 1 3-6" COLUMN FOOTING (BELOW) 5tCo11UN 2 NOTES: 1. STRUCTURAL BRICK- "BRONZE STONE" NORMAN BRICK DISTRIBUTED BY COASTAL OLD CASTLE. (813) 886-7761 2. MODULAR BRICK- "BEALE STREET" MANUFACTURED BY PINE HALL BRICK - DISTRIBUTED BY COASTAL OLD CASTLE. (813) 886-7761 3. COLUMN CAP- `PC-1 6" MANUFACTURED BY AAA CAST STONE (941) 721-8092 www.aaacaststone.com 4. WALL CAP- "WC-16" MANUFACTURED BY AAA CAST STONE (941) 721-8092 www.aaacaststone.com PROVIDE VERTICAL EXPANSION JOINTS AT 50' ON CENTER #5 VERTICAL REBAR IN FILLED CrALL, /- SEE FOOTING DETAIL FOR LOCATION - 25' OVERLAP ON ALL SPLICES _ PROVIDE #1 GUAGE HORIZONTAL REINFORCEMENT GRID AT FIVE COURSE INTERVALS (3) #5 HORIZONTAL REBAR CONTINUOUS, HOLD REBAR 3" OFF BOTTOM AND EDGE OF POUR #5 TRANSVERSE REBAR AT 24" O.C.- HOLD 3" OFF BOTTOM AND EDGE OF POUR 3000 PSI POURED CONCRETE FOOTING- CONTINUOUS ,_ COMPACT SUBGRADE AT ALL °I FOOTING LOCATIONS SOLID MODULAR BRICK (BELOW) 0' 10" J�fl PRECAST CONCRETE WALL CAP MODULAR BRICK- OFFSET LAYOUT TO CREATE DENTAL BLOCKS AT TOP OF WALL 0'-44" MIDPOINT OF WALL 0'-4-1. STRUCTURAL BRICK (BELOW) REVIEW DATE:_ - 71 22 CITY OF ZEPHYRHILL BUILDING OFFICIAL g 3/8" MORTAR JOINTS (TYP.) 0' 112 rr ry ri is{ ri r� 0'-5—1 ' xr�.'�,` r II r r r. r _7 2 3'-0" #5 VERTICAL REBAR 11 7/8" O.C. �I #5 VERTICAL REBAR 4 15/16" O.C. WALL FOOTING (BELOW) SECTION 1 7 STRUCTURAL BRICK WALL HS14 1 1/211 = 11-011 NOTES: 1. WILLIAM G. REIDY IS SIGNING AND SEALING FOR STRUCTURAL ENGINEEERING ONLY 2. DESIGN CRITERIA BASED ON 2020 FLORIDA BUILDING CODE 7th EDITION & ASCE 7-16. DESIGN WIND SPEED: 140 MPH EXPOSURE "C" WIND PRESSURE: 36.3 PSF 0 c� n L_ U M M Ui J LL z 0)oM Q � O O O O Z) L. M N t J � a V 4.'I` �3M z co .0 0 a .*�z W .< It N (n(1) _ p U) O J Z-0 00 5 N A o1* M N h N r_ In Q A � Q (A < ale .. C) I. M wM a N E4 Id I ill Know what'sbelow. Call before you dig REVISIONS: ' Digitally signed CiTY REVIEW COMMENTS Jaco b i by Jacob A Zimmerman 2. 4/19/21 DN: c=US, A CiTY REVIEW COMMENTS ,o=Unaffiliated,�i� ou=AO1410D0000 m� 01702693445A00 3 8/2/21 z i M 1" I I 01358A, cn Jacob HARDSCAPE A Zimmerman4 :" PLANS ADDED i;, e r m a n Date: 2022.07.18 4. 1 1/26/21 09:35:15-04'00' STRUCTURAL ENGINEERING ' MODiF1CATlONS 01100101 DRAWN BY: JAZ WiLLiAM G. REiDY, P.E. DATE: 11/6/20 REG. NO. 35605 PROFESSIONAL ENGINEER 20009 HARDS CAPE DETAILS fiS 1 4 11 g �I I�',, '6II �f If'] . �}le ' }, ; ,: 1 n 1., !l A lA W I tyI jJ Lj� I. i ',jl !III 'i ke 1 - � '11 ; 'li, 1 11' III' ' II 'IIE�II I if i ( IL_ ; Ill �10 � ��17 �1 z 1. T I 1 {a 5 i F. 11 1 J i. i I 11ij,`. I is ilIll l j1':�,. Itill, .I i I p�Ii `i l rll 11 i )'Ii _ ,1 • I . ,� 1 ! S I - Ili , I I 1 I l i t'��i(Il I I I �' i 1111 ', t,l > 1t,n tlll�ui Ij , l'I 1 . ,,1i 1(1+ , i l�, 1 4 . I r ! i'i I. I, I" t �i 1� ry' �I„ II 1. -., I! 1i e �.' 'J 't Ii i t , p 1, 1 '1' i `• ° " 4 1rd'%il I �it) Iiv i11 1,� 1 , i.p, 1 1�I t�1. °`l ; I q r •-11�1 l t d, Icly y y ; 1, i,;y1.',, x 1' .�ti M1 J ?� "Sr�'ap�,1 . i I' i ; 1.111 , .i s. i -M1 F ,?I. i , 1, 11 + ,:I. ': t' 'f N _,311, � -° t + 1i 1 1., t .. I 1- § " iY +AI - p x i ; I i , , 1 �.r'I3Y, i pp `� ' " 'i 1 -_ F i!4"_"4 ,Il!y.4.,S ,1 s �',j, ;;. �' ! v ;y' :1 „ 70 1 4 7 {+.l. t 1, ;' 1�1� f + , �r , ,F 1 1 s s +, 1s,+ , a•,r �, s '� { ,5 { I ,,5.,.k S{'1 1I.,, n %,yr I'`1 i><ia s t'K ., ,i' tf 1 ,I �1(41 .3 , �i' n 1• Y i �r, _ ' 1ti 4, i t,, A , I } II T - r, - < ti 1 r 0r, e` t s! ;,. l; s . t Yt 1: rt ,` .i� to . Y , , i 11; a ; 5os 1 .-. 4 al. i r11 J e Y�ek 0 , ot 4 t n K t d }1 '�'t , , , .:" x.. : IS iili i""'t -j .r°1 �. `a �� 11' hk i, 1'1;i, i''' 3 1.. k A 1 . 1 i 71 1i1 •fit 1, -„i 1. r, � °'� x } 1 r i i ;, j , , } kk1 � * mi�� 'rs' E + •: y r y > �„ 1 i 1�11.,:t V y}� a1 I L t '4 r l { , x tv p Eell . ,Y ; r l ' 41 i �, s. i.+ i i .I 1aY5» ndt1.,".1. b .,•1 ,N, , 1 pi 1 , f .,Il F a YS:. Yr J ,i��. t , ,; , �, lfl+l },; t, ,jf } t F, i� !}ly 1 (' FH f } r ( ,y , 6 4, u1 ld� 4 �i ,.£ `"' "';'�'-! l l - f4 t , "s K_ .T (1 l,A� -`;it if'_ i, i L �Yr �-, �'( if .y� e � z` , Y k .. , 1 ,.' i �_",,t'. ri , t •" �� w J -�,. } r. � 4Y Y ,Iy'ff� ".. ' 0 . ,�?:,-,..i44 Eh ISl I f+,r!. . 1.1><':. .c1Q f.f .., ai ,. :may ' $ �( �I ,1 1 i ` , , y . . 1 f i I A,�1''. s� s" 4.F` -,:!�, "K r'I i` r te1, '� h A . +% .t d li i }• ' t� ! 1' a r,' I ' 1 u, �? >f;" t''.. ,., 1'� 1 y I.i.i IC I IL1 !t n 1 1 ' i i it , 4 ;1.J ii y,0 I SI Y?', , rn , i - r „ ;. it , "" 1 o µ !' 1 / r,� I. •rt i''`; �'..1 f11 '. }'� 4 1 ij, A!>I I�y1i k i' t S• r ,t, y .; , l' y � , 1 ,' 1J 1 i _l`1� 1, `11'(I. , '�• 13 y n ,,! ( "4 ! : , I i 'i I)3 1 (1, 1t . .11 i* 11 +7 a I , i 1 ' i , I .� i�t:, ) �.i},i Si.' �t ;., n, 6 11 _�!y _, l.. , -0. _� _�ni y i 11� # ;a: pity+ Sy � � !' f� '1} �!I 1 5� 14h,-1�J t ;s.jj }r',id I,I ! r'. :�f I� 1 °{.� y fl1 , i at }eft r , #yA Yflt y j 1 X { ,':IL,' / 1 `t i l+1 , , ' 1 (`k., * Y 1,, ' i„ , I r 4, y.1 y a: 7I {I i 1 4. ql' 11 ILJ, fl,ill 1', 01 "li 1 111 el� �(I ay, � � 1 ss 1tq � I , � �� I, 1 I �i Ilil) OI' I �I ' I L I 1 v i E { I f i 1 i ! i I' . I{ I I I1. ' 11 ; e 1' d& I} I 1 i, tI .jliRlI J ; I. , �� ! 3 , , �,I '1 1 i1 1 L 1 I! 1 p'I ,it } i �1 , I fi iI t , I.I `` j I 1I 1� , i i tj 1s (I ''I'' 1{ ri 1 1111 II,I 1 , 1 ;III i (l r lI iI IIr i i I I 1 i I I i I 1 1 I III s i c �II� `�I. Ilpliri I i+ I t I I• I 1 I iI i I": Il 'i i I ! I I i t ;�I I. I' 1.. i� 1 1111 ,�, 't II i 'I 111 1' ,4. 11 li 11 li' I I I='l1,. I` i I L - i' � P , Iff , ,I I�') �:s I (: s! !`j'; i 111II ii i''�!li. �'° 4 �'��Illk,II I I III iv��'I '1 1 , ; I , f _ I 1 I I v I' I I II,l .I 1S i 1,I it I 1 n 1 1 s a. f G ''u, 111Y ) I ( . I,11 i` i 11 , I II ( if I ll, �, 11 11 �'i� if�jl� 11 '' Ix, li I >ti,' 1 l II�i ,I Ii i t I ''I 1'r' n i l.'a,'�n•'d, L'li 1} }� 7 Ii+ i�1i1 ^ , I I 1 � Iy I10,� 11 ! ,1, }1 1 �f MI it '1 it 1 f i '1 L g 1 1 fit, 1 1 , ^.�i Iu,�` llyr �, ,-I,11 " 11lt,l� 11,J, r1 IY'i 1� r+ J is'' I 11�T I g , P f , , n '' .,l + II " I'ii�'I '�,,.c }i4 J i `'il 1.11y Kati}! il':,' el' 1 ' , cif, t�1l.d I, 1'; {IYd` 31t Li�a '1 t r,. 1 rl {, p 1 y^ 1 L ' r,• S i k , EY 7 , . 3 1 c . 1. If r 1 I l,''�"phi is i ,, � —1 K _1 . .: _." . ,,, � �. I . . 1 .. a - ,:tl.17�1i,�_il. - — � — �. ,___'..,ni.�', �',,,��__..'' � � '' �.. .i " ." }i � � , .-:" ,_,�.,'_ -, -i'�,,�, ):�� % , , 1,I , . -� I _,i,',..�!Lil L , __ �4 ,,��. . . ,