Loading...
FMP Committee Agenda 08/08/2018 Floodplain Management Planning Committee Quarterly Meeting Wednesday,August 8, 2018 9:00 am Collier County GMD Building—Room 609/610 AGENDA 1. Approval of previous meeting minutes from May 9, 2018 2. Flood Damage Prevention Ordinance Review a. Updated ordinance b. Non-conversional agreement c. Comparison chart d. New Administrative Code section for administrative appeal of substantial damage determination e. Amended Administrative Code section for non-residential farm building 3. CRS Update 4. Elevation Certificate Update Bulletin 5. Floodplain Management Plan Mitigation Action updates 6. Other Items/Committee Correspondence Motion to Adjourn: Time Adjourned: ., buss n � ')41;41"'-'1:€ Repeal of Collier County Flood Damage Prevention Ordinance — Replace with State of Florida Model Floodplain Management Ordinance Supplemental Materials and Proposed Ordinance yP V_ Floodplain Management Section—Building Plan Review and Inspections August 2018 Supplemental Materials and Proposed Ordinance 1. PowerPoint Presentation— Exhibit 1 2. Table of significant changes— Exhibit 2 3. State Model Ordinance— Exhibit 3 4. Floodplain Development Permit—Exhibit 4 5. Administrative Code for Land Development-Zoning Verification Letter for Non- Residential Farm Buildings (Amending)—Exhibit 5 6. Administrative Code for Land Development—Administrative Appeal of a Preliminary Substantial Damage Determination —Exhibit 6 7. Non-Conversion Agreement—Exhibit 7 8. Current Flood Damage Prevention Ordinance—for reference: https://Iibrary.municode.com/fl/collier county/codes/code of ordinances?nodeld=PTI CO CH62FL ) Airt."At‘, ,.. , ,..„ in ) ,,,,...• ,, Zq - ,.4 ) ... i z,,, 2) uj k ,,,,:4:4' ,,,, „,c,,i-- 8 . .. 0 11 ' ; :' ' 11,- : i f' ' t,Iii't I -k ' i \ ! D tall It ' , i ,' ' ' -•,' ' t ' 1 ,„_1 •!. ., .1.,. , 4 44 . 4 ' ' i 14 . ,- I-. ,_ „ LIJ z i 1 1 ,,, ' ,,1 l',1(' ''''' ( \ -: z (2 i,Ir Z .1 )Ly, u . (,) ._ v, w D 03 , 0 `N _ • - < ee CD 0 ,.. ,,..., Ci z i # livi<4 1 8 - , ,_.,,„,„....„- .- . LI= LT2 2 k Z x ) . , • tj r r ‘.,. 4; si 1- ' <' ' -trig,iirst'.kt, ti 1 „. ; Om Ci Z 01< °' - 0 ' 1 ' I• .A '.1 MEM' i.i., P1 i t, : , A .,,. , :, !tit 7 '-.` I 1 • : - ' ,.,. i ' ,, -- '',', -,PA•-tt - -. ' .,, -.'-', : .. ` .4.,..,..• - ...... t,, ;. 4 .;_ . . .. „ • if, . ,:,i' -.- - - ,..._ ! ;, .: -,, i ... t 4 .. ,... ,r' - 1 # 1 ) -, ) 4 il O `tCC G O LL III:i aW z " z Oa Et zz =1 . 1.= W V Z II D co Z * D 0 a E _ •c ., O 0 g ON0) 0. - ON O •Niv LL. Q _O A •F- Q V 3 fg 46 O V) u "a N O O = et O � a � �� p46 W > > . D ZO O 0N O O 0 F. E < -0 a a 0_ u c" Q Qz E Z a u_ U- 0 U a • • • Ilk e0. ► 1144.!-4,', ;‘, 4; ! , ri r -- i - z-',' i 14 lillo 4111111P—aigillib- 0) 0 lir fit. 0) N 73 C .,— P E . ,,..4 `4— C Q) -'!----.10.00"""." C tU D W •C a)" s a c V n, D .� 4- V (1) 417 PI"r' Z 414 tn -0 +- 0 "lir L.. .-4, 3 m N p o Q 1... W O vLL- 0 U N ,0) 0 m 0-C3 tn s .- O •- LL 4— 73 N 0 D O -0O N i =.11 CIO 4... y- •� a v C `' Q. 0 •- N W f ° • o u s - , __,,,. LL O C `d, _O . (1) Q �+- _ _C. . al !S �-- LL-. ''' h. Lj -''' '-. - : 1 r O O 13 ii1P410 c , tn U _D - O a O 0• v ° v Nc o ° Zi S O i _ C O v O N �+- O N O O CD o a O' W 0 a ,v i. 1 ce a v LLI 0 t U 14. ° a 0 O v CT a. +- 0 o Q c 4- W 'LI' 46 v o v } , o Z o o E v -o Q a Q U 4- D -0 Q 2 C Z 0) N S u ° o m co c 3 ° v -� o' ° 3 o a O f- v) v _ 0 Q o v 0 • c a a 2 m 3 ILJJ O ,n 3 o LLll LL v 0 4.- LL IL 504- o N0 0 -C, -D 4- 4- 0) > 0 C T' -0 N N v = O v •- O j v E ' a u Q _O O - E a) a)i o 4- - _ a 0 > > E v = o a1 v w m ee ce 0 O 0 LI V O- } O U Q U o D N ''''4**4) ) 0) C .i N F v co m in - N 0 Z •L0 V O LL V J W •o ■ .y * 5 i W a 0 0 Q ,i Z Q Z 2 Z V W �~ Q z .1Q °- z o _ O 0 U c � o f CI .1o = LI- -0 • y a N 0 V N s t p W N 0 a E u- •_ 0 ._ s 0 N C 0 0 } N } 3 a s 2 a u -0 0 • a c,- i W E x t • U :' in N • O O 0 N o 'D 0 a 0 ce � V m Q • • • • -.44%) --giiss vi QCP c N c E w u_ c N H c '0) a _a CO CD E TJ D _ .. a L1.1 0 u u . a o cW m ' = w -0 cZ co `}= y ° m oQ o o c_ a ° a 2 sJ a a 0Z o m> a ' a .NQ0p } kill 0 O ) •Z * 0 • •Iff i .44110 ,,..� \-.....,..\ .. e N. f;#f ' t ' , A IIII ' ''. i I 4 xi : , 41, L„ I, .... .._ . 7„ , \ 4110, 1 A. 41lk .,,,. „,iy ,� tit 4- \ as, , ' lif t , • i - t • 11 fir. 3 H 0 - - ' (r:., -ieliirtsT' -1:9/ ' - ''''''Allitilk*A. . _ , .... .c.1 ". c. fi. ilic: CV +ep ��. ■ ir......,..-..__._. ,.fir_,. ..,w xy. R ad . am . J. 4 _„.....), c Z l o D V1 W c o 0a 2 -0 3 °o o o O W ,� N • 4- yy C C - 0 D N - 0 •5 V 'a T } URI n Ce CD s 0 C a o 00 c C- 0 o '5 > 0 c cr 0 0et D O .- N 3 0 N O 4,1 c L •N NO O N 4402 00- a O 0 > -0 O J f+- • EN a E D a 3 111.1.11 v 0N COCN N N a o O) ) N NN s OO W ° }NON'' • >Q • 0 N LL LU O o 4 0 E o • • mml < ce ce Q Z Ce H • • • • 1 3 "'" 1 ' p - ..116 ; 1 IL 1 '" Uill 1 # . -* 111 _ f- { H Z •-•• 0o L. -a 4- a W } UU) �- 2 .- O i.,, t 111 —o `� 0 c E W s aN i c 0 o- a - ' 0 i > aO a E Q 4- _a > Q , ON N N a - O � O Z � N _ ti _ 0 0 0 O N ONN} N • N 1- tn NO U • N i 4- _ NQ N } O OD a) ti) 0O s ° O O C Q E } et Q \O } } ` } N N N > 0 0• — -o u ai N • O O Z ' N oN o � � Ou 0 O C7U B'' �a -00- � cn -N ) V1ZOOOO C O 73 o N N 2 0 } 45ao ) V N a D CD-0 < Q s Q .F •1 � 7O E Ln p • ..-) ) a) 4= a) .4- 0 Ce a Ce C Z Z • • • _........., . ) 6 N N ° O O -1) EN _o -0 O -O tr) ti i WCe D W — .3 + 4I_ trt '▪ a-) Yao ' NCCoo ., o s E2 `^m e -a ' N ._ Lc ' 'O } 2 ° } N �O 0 - 0 �QW w o • • a5O O 0 Na O s C) �5 s � 31.- 0Z _ a _ -o s o 0 - _ ain n -0 <a- 2o8 Q }v mce E .}Q W Q * I W . ) . -4:-..:;..'„, ...,' f . ,.„„„:„,,,,,cto....4,, , -- „..ry :v .i , M r mow.. m t, z t - ilk* ,,, _ a 5 F ry4141114 � ` a ;k ' 't J 41 ''''' ' A tiee .44* i f ...III , - tA Nta,41 W U 0Q 1 o it A::I:1 l ' J o v It -0 cis > , ' c o .:-.. CL Ia Ii N 0) V .� N t O Q Q .\ 'y a) " } c ta ) S 0 O C 0 Q 0 v .� 0 . O i (1) cn W N - 4) 0) o c 3 c li ; � o - D 0 D > U a < ININ.14 W � {' -0 u oE a 4-. - - 0 s o LU a �- 4 o " ` x 4 p a p w N #' N s N N 73 W d� . . ,t , <CL > u = _ a) V) �' i''i 1 i • • • • 1 • m., • • ,;-. I 'it' ,' Oul e_ �t $ • • • ti may, z4 r i ,i ) ) 0• N z 0 - Imm ) N W D .:, . _., , , . ,-.). .. ..,,,.., , ,._,...,..„,.,:. .... . t„,...... .::,,:,...__,._,..-...._.. . . ,.,..... ... ._,..,.....,..... ... ..,_.„,..,.... . ._. ..,...,.„,,,, _..,,. „.....,..... .,...„ . , . . ..,_.. ,.., i ..., ...,. /---) ----') . ,„, , ,. . .. 'i L. ... . S _ , . . ,. .. b _, , r i M 0 O ^' G W � T . � N � Q O aVa OG .0 % � NGY✓ U . O - G O GLAO O 7^ 'coA C ••GN 0Al 0 OOG GI • O- G N °3 O -o N .LG V N 0 zv_ d , oi : 0 G N la. O ✓ 00_ 0 p) 11. 0 rZ ^ ✓ ✓ YOO • m oiO -d ) 0 -. O ✓ 's4 N O G GN 4 Y Y O 7N( G O Ap O o ,•- 3Oc• r v ..- N G O @mrpLG pN NO ' O G OG /O UNQ ON ✓ N� O o O C1) O3 OO vN NG .O ° N N •N� - ‘13 4......'' G O y N a ON @N c. -gOO O v ?ONGa GN 0CoR G , GR @O _ W W O o - 0 Y 0 /L 11 vW 0@p s r Ea) '6GG mL 0 N R 1Y Q RN y . P) O "� NN E. . iG 0 O O o a� W W G'6.2 R � G (� �� d N �: v G d .0 15"6 O o 0 �cc o N@ O O O �% Q �% o t: N — i N G . rG cG c. N "B-W N Z L N N r a 0 O O co o0G W vNGo IS OO CL 0 i N r � ` Zu. � S.sv p d a� oC1) (f) / , y60 o v Oca+ a Z . O G - NG 6 ✓ N tr) .0• • 0 3 pN . O • g - OG o �d � s cn0 � '2fnc6 N 0 � NN ,0 ,TO Z 0' N N O •GL 9- co d O -0 cM QS b .^^ • • ,s-) ✓ NOefl ill m0) (P % ON N NO� O p ✓L ✓: / v 0 Y - N ! O v —. 7ataO L") R to 0 O -0 w G i p .QC6 • - o co 1ON0O 0 N7NA �,/ T. Q . y cd j 0 -8-)i� 49ON N NQ c. oo(- ai d L// 7p G N O i N d i5. m Y� O N Cl) o ip .r 4 '✓ G C05d A t -o . .15 (r) c % 0 tofl 0 G .0 � O� cA Lk--- NO . Y '2 " . OO G (ii 3 0- 7= W LL� �R O 065 0 , GC. %-- to O Oo O fldQ - 00 .✓ QQR Y ...(� (6'O 7 7 O N t� S.-- W� IA- CO a� m -d 1C tl- 0 1-I m ._ (n cn asN D co CD C L Q i OZ L) @ •0 .- N 2 co O aso .` _ti-c .NL I' LE Q' N U COEN 3 - i U) L • ( ) . OUNNQHa N p QC O 2U) Q) UC i0 Q W C C >+ U - .- ca C L E coW 2 �O C -- V N � •E �O U) L - C N N N N Y • C N O N N O • O Q N CI3 a) L '� U) O) N C N C E 5 N -O E Q) v UO N m O = E L (6 Q n N - -a p -a • • N O) � � "O � U) d U) fid - >+ + aD O) "a n = f0 N 1' C U • c3 ..• C • N C C !-' L _2 t O d m C C N C C U) ° - O -O C C . O Q O fB 3 .- 1«- O (C (C N N - 0 .(T3 O C �1Nw`� O 7 N ` C +0345 = p2 = 6 + O = N C O N C N > p }I N a"-- cm) •5 0_ 0. v Q L Q i J c.) -e-- .c^, 1 N fl" > C� cp.O •5 ++ L 0 LO > RS - -� °L L o O O C 1Q 0 RI C O Y N i 0 0 N O 'O, Q) Q) Q LO 2 c0 -p �+ Q N W L 7 C uj C E 'a C Q) L N ++ L L L U) E U U Q) . N C N "O Q) N O O "O L R •i cn ++ .+ E Q. > 4- ..CC .•+ . Q O '0 .6 N 'E _ .0 -5 O E N m ° O E Q O c0 2 C cD ,0 LO Q) L d E c0 Q .as - ,C �� • cC L __ c6 O t+ V U 0-- - ,, ,_ = -10 �- `� Q (0 .- O E -cE o U) -0 Q L • N W 1 — O D a'+-. C O C W - - O L L 'a .- 03 .. u L co C N ; '4co _ - W I — 4- 4- 92 C N O U) a +a+ N • m 4Q N t 4- co N E C O ++ -C O i ' ,A•C c6 ' N E CO U .0 C O ; r O N = p N d 3 Q. y L CD .O O 4- • C - fa .-- al 3 p 03 N O y N U U) ,5 N Y C csi E a U .5Ccu � . a) -Q • C • > c°) DOW -- .., a U) .00E ° °.-0c°) E E E • p C 1 1 • O - 0 (2 .x C "a "-' L O 'a O (Q cu Q.5 . • _a U) Q Q N N i L Q•C N U) N O) ., N D Q) 0 =oat, 00 U) N a C c6 1 I • (0 E M C .L E N p ..-. L M (n C C .�-. V ea C a` u C O L U N .• C — L N N O Q. O m E cow =_-04- ° E °U E m O *+ ca O O 0) N C./- En • C W LJ O Q N N C N O N C 7 a) v C •j - U C L • m ++ U cco N = — "'' •C 7 L ,- :15 . 'D O - N U .Q N) c3 0' L Lis .. ' 7 N 00 2 Q- 3 0 z c ns � MCL- ..,;. am° o c >: 0 (Da- °? -a m m -0 L (ci.0 c ° � cr ° v i Nw, m U E13N 2 ° L Q•- a E } 5 73 -5p5 :-E1 5 5�� �3,, ° W1 4 -E � 0 c uiEi g > > _°O .i ° 2 v°i � o �°e E - ° g ilio - ev O L W W L a • •1 • 4 � •E - O Q 2 2 ' w � o O � IV U O O m o o = 0 L U C Q) Q E U N IID cv L ° N O ` O U r17; O C 6 = La •_• -a - 1 N 'a U) N tO (6 U) N = ^ Q N 7 (Q (3 Q) (V O N c^) - 0 c °o N O > O C ' 1 i d O O Cl) C N 'a �. c� Q .- > > L .---F. U L O `. N) oo 2 -1 O rommO • L •- cocL.r c6 7 ,� U) '5 L N N C L E O .Ce) N ° U m UN ° ''' . > C = 1 1 • U Q) 1V -0 >. 7 +,0L- 0 0cu• m 00 Q Q C .c n U O 2 .0 : (4/343 .2 % -6 .-F.,N c0 N E g d 00 000 C N CO - CO -0 G N co •@ a- a a o -o 0- o -0 O 0 U C0 ---- ,0 O '.7, .t, N •X • OJ 00 W TO- CCU U O C w t0 O 00 0) .C70 C CO C j f0 Y E. O 2 M O G @ o m3 U- �'U o i 1t) fD -0 ..--, .,� y :itiglica GamN y 0 A 03G -- 1-1) 000)7 a 0 to G 0 A G N Oj O ter✓ NM N✓'ca N a' 0 0 L v 0 y G 0 0 •r N y N . y N 3 G 0 4PN ) --a- 0 OGN o O N S Z0N ?C) G 7.•‘(-1. �� N N N N -0 G � T G G U Q0 ` ata O � 7 0 y 6 r N . O o 0 r- Q, to "`' mNV •+ O- A `� O `n0. p N o OOp, OU U00G N4- y •✓ •,-- .0 _L O G O- t) = . 0 • N c 1� ai • 0- cC m ..-•• 0 EN C o , G L G . 00 E ✓ .-- 3 O o i`- U p �O N 9 N -0 v � O 0-' 7 ✓ Or N Y al . % 0 0 7 -0 O S. cd G • .. a, N L N '06 N 0 - "p p. c. G 0 O Dd • ,. Q G D N G 'Otn O- c3 .Q o .� (C O , , . , L 7 i 0 O� N G G a-o G) 0.0 7 0 ' N 7"... L a70 G 0...4:-, 'd UO N N @ mo 05) • ! d ' d ca p X5V G �A QQU p ais ;2; G �y d AC , d 6G O 0 es) E O 0 0 y. • . % v 0 � 0 a ycN d i U o .. Z OOC U 'Q ,% 2. 7O. d G Q p' 7 • N-0 0 0 ' G 0. .- 7 0 ... • ' • O rGTrp) O- 0 G Cr) c9N G•0 j . 'O A d 3 N D r O O N r fU N GI. o. 0) N0 N7 0 _ G 0 O ,p p 0 0 0 "0 (6 • 0 � . C0 a) Cr • it C 5 O- 0 U Q '0 ✓ CO N LL ,,O Rr0 -p U 1...... C. A ° G $Y • O @ O � caLc. N ,oN CO0 o �CAGN , G • in w N Li S. r o a N@ O , ' .• (C V G • 0 Q U 0 d O, G 0 0 L) co 0 o0 \p Q9 r G 0 d on = 0 0 N N O r � '0 O "p ,•' • • •• N , � .2'-) r d r 0 � �i d 4 00 ,r 4/. 'O , . • .t C -% fl. N N ., 7'0mar 7 tit a N p o N s A 7 N --,:6 CL o N O N op N \...- a O Z 7 .0- m 22 L o L O +- _o v U3 L `~ on o a ' 0.O O E f0 U O• ' O O To E-: ` v co La CV OL C U 3is -ii CO o -0 _ c al � C� IT) a, CD Cu 0 > a) CC LL 3LI> a a L C a) C C L(� 'L C • Z _ N • D 0 x0 it 2 "'' O 0 TD Z • . ' , �_ 5 N L N p 'O C) N 0 O -a 4= (U U) y... O .. • ` S• Ni- C O 0 Q) N O O a c L •• 1 "C '5 E • • > N N O N CO ,_ O $._ O O U 00 a x co I , , • N = N co CU N 73 CU CO O N L o Ct L I C a) (�6 • CO V7 Q C N : • +� +� i +5 O O m • • • f6 2 • C C Z d 0 (/) • C CL6 U) • �--' U L U- C - > L • _ .. 0 -0 C .++ 1.7,' Ca N ,_- CU N CD +� • > N 3 C C ) O .J ` . N N , ,N U N N > > C dCi5 o R �. ' E C U • E L. N Q Cd d L N C •- C O V . > .. C7,7 , C • CB •(13 L •• (6 Z t N d N 4 U CD U ... N O O I _ .F N , ' L Q O 0134- 0 (30' m L C ;C .N CT t • p r CO (f) O R O L *- N O U) a E •- ',, .0 E • L O Z 1 O w• p1 Oa) N C) > O C� Q - • L CV ,C AA d i+ O ++ U) L N L N a1 ' ; :. : . g = a ca = L O .0 caj 0i 0 v, E W �. N c0 0 C .� - , : d p :a� v,--- op N o � � a CD c6 • >_ • ' O -- L ,- - t Lu = N N •n • U) .0 C N 3 N E s a +• CCS C .�. L g L 4. • c 3 C H ea C Eo — � � •. '6E -- . 0 -58 a C .. • . • C > r N G 7 L ,' N ` _c 73 O a O O E v CO a C ' t-) r . .. al (/) (i Q I Q Q ca N = > .- C) Cu ,o 0 _o I— 0- w ,� -a 0 a) L , Ili Z m '� co (U c .- o a) _ v LL0 C : N U Z LSLJ N -0 O L U • (6 • CO N Ca d > v o ^ N +• 3 O CO C O •� o �_ C/) = CD '� O C :=r O CU O C N := y ro N N O 'u i do > O ti d C4 ^Q C6 O O O O `) N d N Q c v CD La V) .0 � Ca l- -0 � � -. f/) -a 'C7 a) .6., E Q Cl.) on oa C 0 fB 2 IIi C)0 () O -aO O O "L O •` C U O O L CO �-C N O U C C - L Cll O N N U "O • c c fn 'a 0 C6 N Zt •- U) Oa fr;N CU o C� L C CLL0 _ N +' ".. > co N> N C N co 0 73 4- U L •- CA L O L Ci3 •U N • .L N CD 0 3 0 -0 ., Cv Cts E ca UC U) 7 f0 Y ca -1L m < o N LI-) CO o v a) o. o CO" a) E L Q o 3 O 0. .- O)-2Q To EO •2 •— m v 3 0 O C r1-• " ac+ N O c0 -0 p CO E Oc�oU . Cu Q L. c -0a) a) a) cca) a) � u) a) ca) c • CEC 0 •— c a) - (a O -C � ° c _Co_ O C o 0 0li 15 -CIO 6 .5 N � � '� v mi c � m N o� � (.) • 0 :) E > C L a) L (a •• . a) 'y -C " 0 '0 C CO .) • 0 a) (n (6 "en a) O L L L a) a) N (0 C +-' Q V( re a) L Cl) C C • "r O CO L O �= O 43 m ccS > :6 O L -0 O 0 0 .— a) .-. 3 0 a) L Qm X00 — '� � ,� cro w C — a) E ia �a E . co0 . o0 (aoN u CO _ 0 is co ' cn E �aC �- 0 caLL " .ccn2 O Q C N a) a) N !_' .0 Q N ' C .0 (6 -0 6 0 v O . d = � 0 c � ,a) u) U cis c o 5 E a) NLI: ca • O o Z (C = Q' 3 • L C r- To U .0 N :a 10 N Q) E Q •) (0 -a C c . i • (a C) C •• • `0 co N- c6 C '-, o V) ca > ,OU c E d E o° c �� • 0. 3 0 cQ COin �0 ° Z = Q aa)) • : C . .I— IL -0 0 o y,.Vr c EU 0 o'. Cu (v " v� EO *E ca • c UO (a00v .ta eo Q CZ d • U o O ` 0 0 (a L " V . • • O U c . 0 C � (a " No Occ_ U g Q c = •- U a. ° (n .. o 0 ,� __al Cow cn co e`a o c • _c 0 E 1 N (a I N co) 'a O Q N U C Ca ' I to 2 ,=. a) L a) ' ,E) d c) m O " — " a) O rt,'.. — • 0 7 C CA O t� O O O U C E '-' •V O � F -cc m " a) .- "2RNaara) = v 0 Iii x Z • C 0 co ca 0 ` O -o E ca — .. i 0 ca .0 2 0 7 0_ . 0 N 0 � ~ o a) E cam > ° LL , m � a < o � /�• a Y 0 O co a) `/ C D N CO ca > U` (A E g Cu o0 L " L .c a) C -E -oai O 0) O 0, f0 O C a) — 0 _o .� o C Ca 0 -a 0 t- 2 0 0 U a) -. O .V 0 — 0 E fa '0 �` (a0 CO _c o a) o O .+ (a L 0 V go N ;� 0 N O Q o � 0 .— IA a) CU -C cn � rz"• .0io � Cas CC (I) . o a ID C E " � 0 N a c fa-z ca O C � C a)co a) O � / c a) C c J O) C O Ca Q 'C = 0 C ti N c o . v) < 0 0 � C C/) . '� 0 a) . � � � c E � � 'X C (6 :. ca (n 'j _c ,- I _ .- ^ c -O C ca a) v 0.0 Q-•c� as > O L Q N O 4" a) O O \ O O L V a) 0 ca �- 0 a) a ao • 0 C > a) a) o � n� � 0N0 cp � c � Q) � U) aC0C� O � o = _an c (n i a) N > rn a L ca N O Q O m 0 (0 O C O N O 0 L V N O H .2 c"a 0 .> CO ca. a N a 7' ELL 0 o O N O).N4000 •� CO N « 0 � �Q' E O •E co illc\J i O 2 % » $\ 0- \ \ \ co $ \ \ li} 0 0 $ ƒ a S ƒ \ / -015 0 \ ® } 3 ® \--- ' S k� # C.o -0CP - 0 CO co T > t � � kk O $\ $ \° S 90 " : \ 1.0 s op % f• co "0, e /C 0 g / fu) t z Z \k •) L)" � / j O o Oto / $% cc o —0 $5 # 2§ co m Y 2 0 N O _ r o 'LO N Oq a) --. a Q N cBO7 " a Ua) _C u) C ECO) O a O a) cD — N V N •C a) "O .� o a) Q C u) > co u O c N — < N O a N U co - O "accw .� a) U = CO N To • C �cLL 3 ° a^ NM > a) O a) . c 2 Oa) `ac � W0) O o ` a) fljPfl = 0QcocEa) . E v NwO _c N m v) 0W a a _ M C a) a) . > C i a) 5 D O N a) _ p O c U i " � E t° ca m -- L N O E � = C Nc L L E � v � — o ca U a) ° O o N N E Oc o O O o p Oa O f6c a) a) ° o ° Q s L • � � t m o c 3 0 E EG) - cu c� E sU : s wet eto -0axi2 E ° o ovaa)) > : .' E o °-, g a) ESO n5n,� 0-, 6 o a) a) = o °o a) — j- c L � _c = i c a o c0i 1w a ` .c) O ` o o a) _ al " o (n ' -a -o — +0 o a) a) O f6 • c O L N ° o .E > o op 3 � ° 0 ` E � c = e� > .• � > ° c O 0 � � E } W N Os- L O O pw- "a -c U E4- < a) C co O u) N C -0 a) O L a) N N d m i a) C > __, O 7 O i ° 0 c6 O :.. _ • cU .� E Os O N o C �' .02 � co -a o = c� � � c E LL a) m a) a) a) E • a) ° •3Oc � 2 -aLoaa = o -C = E -D • ms -c ca u) E 75 as > co c = U oo Cu p N i-Ca 00001—_O — E 00 ,- ,0 • >N to a) N O N C O O O > U C M C O o E z cnU • ° A � o `~ C w2 < [2 o co aai .0 1E . a) co N Cu > co a) a) U -C N ro 13 O 'er N U v E � + c ° Ci) aO � cu .r_v N• ca c N E• c a) O .. o . VCD P_ "a -O C N a) ,i�.r C .c E L C C C _ p Cu p •fin O *+ cu O L L C a C u) as a) • a) L N "- C ++ O C Y a) 0 co ++ u) N 6 -a O f4 U . C O L C . N L L C O tu O N o m N _c L L co — O E a) O E N c6 > C C O a) a) c U aEi 0H Na) COwicc .0 u- a a) Na) ac) 15)a) .v) c_ N `� CRc6U ,_ m a) Ha) i CD LJJ C C O O = C • C t� .0 ,_ a) a) W a O • O = N 4, cu a) • d C a) • — E V 7 e "a 'O 3 R O E U O E N D •_ V c d c ._ > �' E j 0 _ p a) a O o c a) d O (DE cW10 •c cu • O L — COW N o O o cn = 13 O = ( 3 N " 73 C C () C u) ... s N U m Q '. y C C > M U p +r ' N O a) L o C 0 X O) ° ° O U C ° C O •O c •> N 05. c0 cB Cn ° eLC c6 C ` O U O .. a) u, o N C C . " (13C. , +' in +-5 c6 i 0 C PI a) 3 a) O c E c o co m a) •c 0 m . Nc� N c w o � E om � cD o ccs a) o — tN E m a) c E > a o � L L ; N N L E E a O, -0 03 - 0 a) O d t .Q a) • a) N , co O co v N ° dda) a) CuCOCl) E � co+. a) .c • ° ° — �CD C ° a) C : C Yoo m E E a) E ° E m = ° o � � o as _a OWE d � can) v - � v� Q `� m c� � v w coria) -oa) '52Lia) v) 3UU Es, CU bp a) c c c6 0 rn a) 7::D, o c ' N cn u) O -0 C a) -a as a) _c c0 -c c a, ((a O Cu a) Cu O o N .� C ,o •C .� 2 0 C C O O ca Cu .NC co 1,7,• 0 `-' 0)0 f0 -o — a) U _o O) E O N OQ c C = 'NC N N a 0 Q N ate) >'•C 6 0) N N •C —TIN • 5 c o c -15 �oas 3 O_ C E � Q O �_ � L >a) ° O a) c Q• ) N a) •3 > 2 °c_) a) E 0. a) -a • C c ,C .� a)0 O E N c u) _0 -0 0 a) O Q a) N c CS —CD Q O N O '0 CIS O C o •c C N C a) C O .0 rn N U C N rn g a) N O N O_ N "- C co o m Cu w. C O N V) N ` O u) a) N (6 ` a) c a) >+ (L 0) u) a) .co E ., N +. a) co a) a) co -O .19 > • o ca O E 0 :? E :� rn Eo' E .- "- o .c L- L U • 0- a) a? -a o �o v oo U c ao v C = ca O N a) v a) >' c C = •> N N 'c N Q _ (13 uu)i Qaa)) cu Cu cc u N c .� N cnNoE = a) u) L (02 ° Eoco .Ca) o : NEu) oEx0 .c o N U C O cmc!) '5o E o) as °? C 3 3 3 � E cvfs 4(a_ '5 Qo N a co c o 7 ''o n a, co -0 * —' E 9 O Y N L i o \ » o o. \ a \ $ \ \ \ 0 9 C \ s y # � A u- ..- a) eR %0 \ ® & 6c. Ott ° (P o $ k ; % e 0 ° k 0- co k��k - % ƒ t G O- VtOS � � k % 0. / Q ' a � � 0 a k E. � • a'0 -5- eG � � 2k E� \ a ' ° t \ m ■ 6 5 � » {% Go 4" 2 © -0 •0a) a) - $ g f = � � +�% moo � � ta666Q % 0) Q $ + G) ..., (.0 % G � ® \ @ t ;• .,... E 6 9 » o ■ ' � '/Q , � £ / o) @ co ' % k \0-o� & � � « tet ° � � � 6\ # � � � ƒ f •« k ƒ ° k � kk5k � - o U 0 « vl co es U ® ° o f' » o o 0 � $ % \o0 % ƒ � �° % \ % $ % a � « « � f » $ . . o . i _ Q �_ o \o a) \ E m o % •g m ° ■ « « 9 \ $ a ƒ \� % $ 00 � � \� ) 0 �o �\� -..s -0 �k ? % R \ ° **0 ' t k \ - 0 k % o 0 k k \ 0 « 5 U.1 $ \ \ ■ .rp c @ R « o ® k \ � 2�� � �otco 3 k � o �� \% R o o \ m 7.D Q % / ® ± % « ® $ / • s® .,-E ° 0 m % - . / E @ k' ° ° o 0. t 0 ` \ o 0 « « c 3 @ g 3 % f % t % f , k \ E � f f n ®+ ® « « o = _ ® % o @ - 0 0 0 7 \ ƒ f t « 0...., _ ƒ % la-0 c)- 0- � t .0 . -o 0 '� 2 �� °Soo c c. E Nui _ - .kx0c7 � „ƒ0) - (0 -0 �\kq•a$ ** 00 * ? � \ \ \ 0 2 ƒ } \ } \ 0 0 \ {/ % \ ƒ3 \ k \\ 0 0 o0,3 � £�� \ƒ 22 \ § tU \ � ) 7 q t �C. $F6 "00)6 o 3ea R / « a c/ k3 �� ? ƒ eD� t �% f \ 22w � ca 1:6S ° 0 « P %' k �� k® \ � k ) \ k \/ t ' ' � _ ° tn� I C. 3)15- o E 0� k�7-N 7� s 0- (NI m O C L 4_ O O O rn 00 L O •p `- c c o a cava) as _o D - C OArn o N N C a) C N N N O a n C 7 = L U 7 = a) -0 C c�LO � aL�i � � U w, � a) a) • �- = c ,r, a) N U a L - a) cn f0 U o C -. -2 C o CO O L a U N 'N a) 0) g 0 _0 = y L C N y ow N N C O O D U . O ?� c a) a cz .0 a) m ) (0 7 -o a) 0 U) C a) U c aa, �• •• C a O y L o 2 c0 N E a) - 4.. a) U) U) a) N I- . H o_.._. fl n .' , ` NIL E O O (a) a) c • O O v L 1 i co p O V Q"•� 13 D o O O • c - _0 OOE . 0-p ' Ec LL TA 0 •• E C C . -- Q O U U C �, 2 C O C C N • . . , O 0 } c0 U (0 , 0 L Q • • C , • , L (0 = z - C O • C �I C �I • p U cC • w O al c) V E O , � � • c o y.,_ ca > E C v -0O • ._ a) 0 ••• LL ' • C LI_ U wvs C N a) O • N 'a o Z . a) • .c . . as m o .- � �, � o .� a) _ N OU • c • E LO : ._ _0 C c `) O• a) N O• C oO • 3 O aca L -0 • a) E. Q : m ,C4 •eMIII CI 0) L > • j 0 v ZN L , L N ' i C N cn o y ►.. — d y a£, C - tea) ' . O > al C C '0 C '-' > C 4 F. C g O t • F N O C a 0 O U d C CD • .may-• . E -. C • ---. co d d " Q N t0 U _c C U CCO a) o �I -3 U 't4- y � N OOONO _,En _o c i • : O y C U t 0 0 N LL• x •0 N . yyC O aco06 "a CC N E . N • a• • o Zco , CC y • 3 _ca.) '-'w L d # L c a) OOO N O C U ro C p = c OCO * Li u o0 E y > - N jL` ` O a) Cl) : Lo a) a.S U • c0 y Cl) I. C O1 E m ✓ op 4) +_: a) O > f0 O U) f0 O N c co N _ U 0 (CO .L-. N E = LO (0 O L .-. •C N 0 2 v a) U O N •- a) c CO E c-U a Lw w o a) is' . o C E o o C c E C > .0 a) a) a L) O 0 C O to.�-- L U NLi m C v co o a) y � O < Eca0 > N co _ _ L- Cy a) a L L .i y r� a) X QE O L a E — LE fa7 w bp 2 cu To I o ai- y � o -aa) Ea) a) 'O Lo ad oUEUc0 � aEc y a rro0 N .0 C Q-— N a) 'a o a•— C .-. L N oa a.. * C N 0 O O a) > a) ,_ c N = m c H Ur. > �.. fl. 0a) > _ o a 'c NY a) a) 'k L L a) N = a LO a) a) L a) N Z (/) ° 00 c0 c0 c0 a: 000 v > = 3 rn M 9- 0 c W ° to ,n co •C a_ CO O. C C O 0 o F. F. U C C _v, a) a) ._ ID i C_ •C_ Y NW NW I..L LL Q a. U +a) 'N N C6 • `p C '- O a) o L a c = c -0 . -0 .'" ,_ v2 - ° -c v E E w 22 U C ~ as O 3 • c � � . L tp � -0 0 L- N a x as c t .0 > N ate) > N ° c Q .„, 0 0 - 0 — c •N co = N c a) 0 0 ; — U O U EO fa a) to •• O U p — Ca • ) . m a) 't3 a) co 4c 0 0 L.-O O O = C ` - as O o > 3 O C C4 O N p C2 • N O c O c CCS O U) Ca E co Z m '� ` • o N f6 a) a) CO i N on '" a > 0 (") ;C2 Cas O Q y O N Op C O E . a) C6 o «• C t) •• �, N N N E N i C C C O U v -a x — j C 0 O U .v = 0 C �' C 0 co f. a) E Ca •a ! N L U) Ca U) W +-' -C c V O *' O N E c a) cuE > C V C E C C c a) -c a) O 7 CO a) U to a) ca •_ "' O L ?� w 0 U C m Cs CV d N co C CCS N -0Ci U) c -0 7 = L w, O A a) O U o o Q Na) c ` a) `� . L d >O Ci I o E 3 ~ O c . C O C O V N co w ,_ w N LL x . Ca a) • Ca co ca ` O L Ca O L a 0 0 • . — • C O 'E U a) • > Ca G >i r c a � z � v E � •- U) N v -c c8 No °° E • L ...CO C4 N. c CO X U V a) Y �' X 7 d * vs L L Ca CD * c v t (6 > CD a) • — Q s a) • CO a*c 3 *x E g � a an tl0 O_-a a) co O a) Q— U co a) Cl) Cl) a) L N Cl)_ a) o C a) N U t`o . V) C a) Cl) co) rip O C m2 -20 = 2 a) N .. Z �O Ta) ca .,,. Y U) C a f6 O coo) .0 ,o a C a) c 7 2 > F...) -c Ca co 0_ "O N C v 3 c E . - ° C > y p 3 CaCa O -' CCf E O .O c o mm m C Q is= -a L `ma) o '5 a)co +' C6 ,�c O L .` t0 a) -a a c c > p c a) ¢ > 0 p a) c O O E O z a) D O O a) c a Ta wN - 6-o p o E N a) o5. _c o LL ora cao '� 00 -6 -c-coma) ,, ,,-. � � 3 Ca = c ;_ — � - > c 7) 2 c ca � p0 « o 5a c Y " � ` � c � a) c � ` c c _ _ o 1 L '= U •L O C O L a) p N L it �� .Q co a• N CV CU N .0 > U) Er r _c -0 N m •N x � N c � 7 w C O U) c6 ] , c .> ,—.2 -0 O 0 L � O O aal ci)) a) c F- O a m a, wTcs p fa (a N O p c.) C a p C C CB C > C C N a) I (Ni c C O O y "a al L •C O 1 cc o L "O c6 O N a) O (UM —o o c6 p Q E C fIL O N O C .y �' U .0 c Y ro a � � 2 � u, OC 2 OU NNp ° a) a0iEE- s• a) >, Q >, N � pUppO V ,2NOc Q (N 0 °J c 'U u)) .cu d 0 > 'O C Q N O p C a) ca CD s C C .- L `= .c aco E m a) C p O_'- X ,_' ca p a) -c * C L C O U U) o N y is CTU p O O U c ` N p a) -0a) — L-p L ` O O -. •- a) * c a) co a) CO a) O p *K ° X U o a) c ca L 7 'C * > t O O * E. - (i) E ca N N ,_ a) a) (6 _ 0 o_-o = ca p.o > E o. o. O (/) * 0 'C 0 4- ,, 5. U) >i E a 11. Cn * = 0 m y \ & j 0 U ci § To( \ � fff7 § § 2 / 222 \ k 2 _ - E_ » c ° - 5 - ) Cn E k_ ƒ @ . § \ . „ E Q \ k S k k 0 c Z a 22 / 2 § / eta \ � 7 .c \ W / � � ) � u � � � a) � k / / . V 2 f [ 7 0@@IE ± q o CL S D = 2c ƒ c = ƒ k7 / £ / > - \ 2k § o0 / _ - _ 5 a) 5 ,_ $ [ - L- E 0 —I a a 0 •c - . .c - ,_ , . 0 W § o4- .- = = -0D = @g •- n . o = R a 3@ w _ / 3 2 m R _, � � . L > —I W0. > cop � o@ - � - Q £ 2 222 / / / / ./ t § ƒ k � ( z) o >276 43 k ƒ [ » k ƒ — 0 22 = 1 > Eas $ 2 / C k � < U)-. 07 £ � � f / # 2 ® - - $ 732Ro / ® - W _ « @ 5 S $ ® R 2 ) - E 2 .- @ c _ 0 " J » -ct - g c \ U _ ■ 2 4- @ 2 m R o = 2 2 -0 -0 e a _ ■ o » - •- ® � o @ g @ .2 ) § � � Vc1 CD CO0 - k / k ° ° � W / � CD R R \ @ 2 f $ § 2 E - 7 t } 2 - : E 0 £ ; E o c@ A | 7 QJ to 2 ° G F § G G % / f f b % 2 $ us 2 2 % CO a - 2 � / � § fk 2 ° 2 / $ : @k - 2 / k ' a } § « 22 = - _ » Q Eo \ / [ ¢ 7c u0 Ecu -E CO / 0f § fs- / E25� ° - JJc0 = " a) - CO C £ \ @ 0 = @ o ° ® 2 0@ ° 7 Q 2 0 2 ° 2 2 &4- a & I 'E q k 2 > c » 0 a @ q w U / f > 9 7 C ° 0 s_'"_C 2 Q = c = @ 2 3 a £ 0 a / - L § / f2f22 / % » � ƒ �� ƒ / � § % \ � wf \ � 2 _C ± '- X% E2ygE \ _ / � / / qC \ % c al .- k / ° Q / .§ S £ m E A / % 2 \/ _ / . » 0 CD 0 c 2 $ \ f 5 7 2 E 2 2 _c E o m % t o o CO - o ' @ - 0 = - D ° "0 c E c@ E Q E o sk / � • / / f / 113 E .c> / : C-H \ k / 8 / a � 0_ 0-/ � \ 2 2 = « m c n o .2 2 'a a o_= m a3 @ o c ® E o_ @ Q » o 73 >. o _o = co) c Lc a) m = = w = I E co 0 L = @ 0@ 2 CL \ { m 0 m e•1 C v o N 0 CO a Q O S o O CO i N N ..+ > u+ L .O CLO as v o c c12ezi as ca 4 To N• N N .o (`� c O 7 E L c rn O E cr, N C fl- E -a a C _ O U 1n 0) •X mamma- O lE CC N O Q' v 1 • 1 , , • 0 • , • • • E -a 1 2 E • • 1 t6 1 ;' = (0c. • ,r c 1 1 •� ` N • ,• 'L 1 E fl C �'I • • O '•' 1 • ,O c • o L V • - • " • • 1• 1 I 1 L w� moi. b • '1� , L • 0. \ li' CV0 • ... 1 • I • , 1 1 i� • b.' N to •. .` • L 1 1 Fa lV •U •. 0 Ln •' o O "n ' , 3 co 3 �I c — Z ' 1 , O O 1 1 0 1 •. 1 1..- C ., 'I E . . n, ,-, •. .\ C Q N , ro W • • 1, •. L • I. ` 7 G • . L ' L CO 1. • Z c1 1 1 Cco CO •410 , 1 I , = L CU O 11.11 1. ea 1 • L Q • 1 ,, 1 • 1 co rl 04 � � 1 N NI ,' ,= v Z _ \ �I . v 0 • 1a OD1 (n —I NdD c N bD 1) @ y • L U 10)S' a - -0 44r, 0) I- o C N CD 0 2 CI N c a N "O O (d C N O T N It= O 0 .r o N a .� • a o .'C.. N = 0 E +�' +' N 0 O L 0 7 0 0-•=--, N N ' O p • C N 0 .- C O o a Z• -- co O p 0 QUO O O O V 0- N OL 4? a) O+r C ca p 0 on .. •-• N S L U .0 N C O c c N W 0 (d -0 > O N �'O L N a 0 0 U N U 7 (C A x 0 Q L `— CO O M O • co N L L ++ G O = ° L L m a) OO C O C N O .O C = V N o) N f6 N N N E d p •.a N f4 +� u N "' (6 '� N N ? �O N co U N �' N o N = CO N 0 - 3 2 p) 'O C O c 0 0 >,C U.. X E '�—i f o v o � � 3 � L .. � -aa) m5NO 3 ,_ .00"° °' 0- N.• cv > a) °TA 2 oa) � c '1___a) cY N NdL W . CO E -5-.< J -0 'vC--_ N N _ 3 Li C O a) c (n N m 0 0 � c a, o On vi CO .ti CO a 0 a E 0 U To aJ a) a) 4) E a) 0 Q 0 o 0 CO G f4 E O u U m LL 471 O coE On 0 aL aJ E a) an N C (7 C Q 0 0 LL x V w O C 'D O W ti .. N ...- QJ 41 an E s, N a >' Oen f6 � Trs a) a) � a) a) Ca) o a) 12 0Oa) oaa) o "a a) Lc CISON "aO � c a) L C O 0 c N N L •• L a) c6 (6 -C N "_ 0 c6 p — U L a) a) > > 0 a) o N -0 U U N 0 0 O L N c ca c RS O o CD O .0 c 3 L0 N N f06 0 — o o O co a) . fl o -a 0 o U) a) > ° c .r cco c O N ° c a) :P � c � � °) O � � N O a) 'c^` _ a) ca > N -a 0-••— NcD > a) >, � w� c o O ^0^`` tL f6 a) O �c _ O - v_ -c U W ° — > O L > > 0- cl L ++ O ` U a -c a) O — 'a L U (0 O a) a) 7 L o ° o O •a U C .0 N a) v) O C 4O .— 3 a) a) N a) a) Cl) > U ca LL c0 N m Q a) a a m �^ cc o �. .. c r4 0 an v •c E cra i 0 z 3 M '6 oG O O N io o• o- 6 E Vs O Ø p)0 a.y % ON QO N • ♦`' -6..) -o Or . .' •. c. G \ 4 • 4 , ,, CO♦ 00 0 • G i G G ✓ m Y\, •\ • S. o E co •. ca • • , ` o- . .. , y 00 G '\ co✓ • • y `' •' G `, • •\CC - 0 �� � � • d G o • , • G xj O • • G ` 1 J • M • ' ` • d op i • co • \ , v ✓ , , y to •N • , •\ • . o0 tO CO , " .0 0 m d o 0 O �' "0 G O o tU •i O N N �6 @ r A o O ? CC' 0 .0 '' -.7: N o •✓ = •L •' G 0,0-6 O --- ✓ o D am V N Q 0 C G O oO O z ( NG N 7..% _ x" ✓ L 6 N bN0 0 V N co ,� O OON N `O N O N V N NQi N ? 1-0 IA O d o -0"O tr- ✓ -fid i=-- Ola p c`6w N 0 0 % 0 y N N ✓ N O co N N S o d "O 0)✓ N r o 0 0 c 0 -0 0 G o N 'O O- 0 N v 0 0 V 3 c-- 3 ,- % p 6 . 0s3s� rcc- w � GN9O g.E�'00 �. a JN � ' �4 m N ci �G N ✓ O Ni O \-- .9.-- 0 0 d U U % o •G O G10) 0 0 s N p @ 7 p 0 G 0 N U y�i co 0.0 `is) C. (1) 0 (6O UO � cOd N U 0 0 0 _ Q0 J O N ,,0) 07 �N N 9 G 0 0 C o CON *C r0 Ca 0 O U f9 Cf0 N C CGI C N a a O Q) a 0 2 E 0 U U LL 0 E Oq d C d CO E Q1 C C C a -a 0 0 LL x U U1O C -a o O0 ti N obY C Q1 U1 to E U1 O C o (1) W D cno �'o >, c cn ° a, a) CD ago > W CD n a.) a) , a) moo c C Lo co (/) caaD -0 > _0cao ' — o O O _ co ° � � N w — C E • w N oma- cn ° C 0 C a� 72 O L' V ° a) > CD V N ° _° V cn Q L 0 N V N O 0 a_ Q Hca — . � a) Qcn (j"— C)) Qcn - o QNa) cno a) QNB o0 cn cn ° �^`` u� D^`` o o a) o 15 E ° ca a� ^^`` •_ a� L W (� O L W ° ca L L C7) O O C L fa .-. E W fU ° D a) v = NYN � .�� co ry E o 5 >' > ca Y L O c ° 7 L -a 2 N .. = o C N o ° L ro . tabwa)• 3c c17) onc°a in -°ao °nom c'-ncoa E ° � �3 -o o" CU U ° v cc cf6i (nca � a) 0al ra O 00 ar C C ir j O 2 m N c ✓ .o OD 7, CO 'c CL CL E U0 cu cu CD E a 0 N 0 o 0 0 2 Y 0. E 0 U U co LL v 0 E aD 2` v E v ap c �a c 0 0 0 0 LL U DJ 0 c O O W N • a0 C Cl) CO OD E CU on OD c f6 C 04 N U O N O 8 0 "3 CO N .c L C ' NfO N N a C O O C -•-• O N O L • �v f co0 0 N LLI O m U 1- >, 0 2 w NN Co4) U ( _ � -cu., 6m "t3 N >+ C) ,— (nEOc eL ,--:, 4- O O Q ao C U . L • 0 CI1 OfO . N 0 -om. o O U O O H Ccca) C 5 0 LL (0 Com) 7 Z E N Q O_ N !n NOc -0 ` U N (T3 O M -0 O N „ NQ0 Q m O ' O o L 0 > w M ) •5cN .6 OSMC ; 0 73>, 7 OOOOOO O Ow •x E E O co to co O N fO LL CO CO L 0 -0 LL CL CO 0 CO Nt 0 0_ Cl) CO 0 U) • U O C fp O OD 0) c c c j 0 2 M yO o G O 0 00 6 o- ,.. co S 0 G@ O N 0 9 %N d 7, 7 a� E , � 0. v 3 0 G v YR HrS� GNO ° ca a N0N ° O G y0 t t6 G) ° N tr. .G •-b v N 0 0 d G 0 A- - p 0 s. ° 0'G 7 6 0 @ o• d 7J W 7N cA O 0 S N 70 N NZC9 ,G (b t)0 G N 0 m N N /o v 0 p 0 �G gyp, 0 0 E 9 : i • O • 0 G G ,° (� O 0 , \, ; -do G 0 \3.101),y, Y , . • ♦ G � 0 3 °'�- % ° Li • • � •G E O � (6 70 L .♦ ♦ G X : • y ♦ A • • S • • \ • . ., ,\ y • , at. i S\ •• -a • \ • G ♦ • O % i ca., ,• , • • , • • .. %\ ' ' ' G • . • . . • , • , • i , G • AO G 00 ♦ ♦ •' ' — . i to i G . .t, G •' A G •••• ' I • •• • r N 1-‘50 % .8 •. • . a a • o • N � �A d 0 00 1.0 ` v O GSiN •° s o N .� t0 N m . p� OGN 0 N G9 Np �9 '' G 0 4 G (6 O L O ctS O N 0 (6 -0 / o p N .d -0 -0 N G V �' =3 o N 0 S 0 0 V td 0 yy 0•7" N ?j °tea N SON 0 crl -0 o 9, o o O� .✓ NG N Ss a) ',n w .- G 001-0 GQ)( o`o- p G n: Iit o 7' G UNvOi0✓ A G• o O' G@...7-• 00 • ' v0a (a• \.1- .G ?� v� � N o .0 � N \ ' Ns@rN - — c. G7 Z O tn la � u6 ° � oo4N o,� � oc' o -a � 7� o at.Uo 0N ' Oo v co. 10 % N 7 N - fl. N O N •p o s 'N (1) o@ N N • y } G sc..;.0 o) ' O o OO % LLo 3 cG0—o 0 .6 in O 'd N % 7N 0o oa @i M L C � p t_ G � O O odi 0 O) 0 N a)di a) ... — E co N C m. O X a) C v o C) ( o ,- -C3o a) -C •a) op (Lp O C = (02,43 U 0 C -0 a s 76 No ° 33 aa)wami v QC �O ,7. '' `" o U E To 12 O in 7) L- o a C N -0 Q (}O E ci L- a) (o 0)-a � ° u O C (0 a) O .. (6 _ C ••- C a) i f0 as U -O U a) Z .-. CO (0 (B -C (u _0 To C C 4 v E a) 1. 0 7 a) > N "-• a) a) -aa) a) � o ° � Ua co a) 3o aa) -E-. _a o -°ate o ° - - ° cac C o f ai; o a o c�a ° ° N o , c Co a) •( n aa) 3 � � > -0 76 o ' OcVE .: • ' > C � . cooCO (n ° cn a) C0a) .ca) 0 0 .. -O a) •o (3N O E a) c c 3 N 4.O O a) N N = O -0 - C om N O U - Ca) c6 _c UnCDU .� ca 2 ° 0 0U U • - . - Ca) a) • . a) ) V -- C ° (a C a) — U C a) a) ia a) co 4O a •� O 0 _c C O •c > • _c= 7 2 . C . c � � � O CO 0 -_ (B O O O U C o i= a) _c .- N co N N C (n .. U 0 C .-. Q 0 L • L 0 (0 U SY O C a) (6 � n O O O ° m > (n N a) O C (13 U co -5 .` (a 0 a) - L a) N 0 (B "� n C O U C fB .� -a LL C C 0 •4 a = a) •• C = a) C N a) a) a) (ten U = > (.7) O� -a "O O � O o -o°J E O C N a) •� D a 0 •- fL .- O .. ..- •X (0 f6 : N C 0 "O N Jo a) E ° ..-' 3 a) L o • > N o 0 (6 E O -0 N E O • (13 a) .0`-� N a) a) O O • �O N E > " to (i) ; - L (B (B ' (6 N n N N N 70 0 C O • C ain - a > w N a) C ,_ 3 c aci _ 3 -0 _ o m o o m c `~ a) co • ° .° m '� � C'° n _ ° a) 0 o N C oa) C ° L co 0 0 c� C o 05 6 } a) 0 " • U .� N a) tu o a°i > ` - _C � o a°) _c < m o c � O co) c°) ,- o ate) a>) La _C � o oro c C (n O a) W a) .. Q > as ip c coa - U a -a 0 _o x U CU 0 C -0 O 4 c-I U N co C a) a) to E 7 f0 a) b4 N L C (n L a) C C C T "' CO a) Q) •. L a) a) i •V) r c 0 O n C L _ .O 0 a) .O O ° a) +�. +� a) 'C .� % .O c 3 •Ru `� °)— > > .O m � cn o EEr = c Nom' 3 C +'6 .c N o ° (n W � cacn C ., � . 77 a cn a)73 ° Ea) C) ° a) c° E � a a C _C RI o •C CDCa) .0 a) .CCc �' _c3 a) 0• -� iliHil0 � o - a) = V ca 00 (a .cn n .( > a) cu .N an .2@ u : ... o0 _a L a) ,- C O T C (0 > a) L- C o T oa ca L 0 . LL i +. a) (n (a c- (0 U C O t- N a a) C O L N o . w= > a) > -' - .vt QCC as o 0 _aw o aoi 2 ._ •=• v To et C ,0 0 by a) .0 E C fo Y E▪ 0 Z e m % \ 2 / { a. ƒ \ To2 { ƒ / 0 2 coE S / \ % } ( tocoi 0 / \ } % \� \ } cut -0m \ : 2 ? % k� $ CO ct ƒ \ cLt # (1):= 00;00 @ m # Eo CO ( o % 2 7 \ - m o o c ° 5 a e .1 -c @ sa c o ° c / S / 6 2 / R t 2 % a % _ •- c m . . « o ° c m % 2 2 « \ , o o - 0 g 2 a § / \ § $ ,_ _ cc / U & E 2 ' 22 � ° � a � c k / E � ® 2 � oa@om @ = u) 0 7 22tU -0a) a o @r- - « - x .c � 2 aEq@ § f2 QC ? F ■ m � c _Ik26Lo%-- ® ® � / n k / 5 \ \ $ « @cam / 22_ _ \ � £ £ �� � - / $ E \ CZ « @ ® ® + \ 5 \ \ \\ // Cr) w 0 N N C 0u .0 00 r0 'i CL r0 a E 0 U 7,3 a) E 01 Q 0 0 0 E 0 U U m LL Q) E 00 2 d a) E a) 00 r0 C cCq fl. 0 0 0 LL X U 01 0 C W U N -- 0.) -01• 00 E v CD (o ' 0 N co E .0 c O (0 O w E c "= c — N N a) +. N to a) Q O co 3 a) g v O O �, to L 'a L E a) a) a) OLas 1-4_ rn L to c p coCO j O j j • G CO •-• LO O C C V N ` c coo > U O v a � N C '0 o v co .� 3 Q c 3 E a) co to co ° �.-o a) co a) (o 2 c o 0 E ?� U t C to U Cn LL as • N O U O W O N • ty 00 tin E -1 co to ND (n • C 0 .5 Y y CU • 7 0J W r0 -0 c w co 0 00 0) c E ro c � Y % 0 = 3 4- c C N ,0 ao ca 'i O_ co n E 0 U To a) fCC L C al E aJ Q Q 0 o 0 0 .roa E 0 U U m LL a) O E as 2 d al E a) as roO_ O LL X U o C -o O Wi c U N 00 C a) CU an E ar to C L E N a Zr.) u c N 0ro N a) c t6 � a) N �, pip "' o > N c (1) u� a) � v .� N o o 'a rn c"a � _rn •� � 3 c L rn• ca o �' °o >i 3 •0 m e a�'io m aa) � � a) _c m _ o o ai m c (7) -0 o -o a a O o E � .E co CD n3 E a.) N 6 a) o � a� 3 .0 3 c n � 3 E 0 -042 -0 m42 oo LL N N o• o .c •X 7 aJ a0— v 5 a ra w ns O oa (1) 0 _ c i t9 Y j O 2 M -0 o O N _C N C y.. N • O 4) 0a a Q" E .U. -0 o O > .5' O m N s- 5 L L To 0 (O c O1 Nami (0 E . a a N '0 > -2 0 0 v 2 � o 2 L (o 0 a E 0 EE Q) V LL F+ U N m L C OJ M (6 0 No = • E L = co 4-, N La o -0 .5 a` C N CO ami Cl)• d 00 C co L � 0L. RSC m N ro m a I o -a o QeLL Q X r w O I I C -0 CO ((S o W ro N V a) i 00 CI) • C O1 E fn `° al 0 00 a0 C (A N '6 - - N >+ 0) LL N N N N N N w wow (A h- C '"-' C N m co (A +C. O Q 3 -(7) C .... -a .0 w.. .L-. cu w 0 N - +--. - N N N .U.. (6 0 - CD -a N O C +� "- >+ 0) O N 2 v 0 — N to a N N LL .c _c 0 U (0 •— N (0 0 > o �; Co O a) C N (a co O (L6 U .`� O C •-. — co +. N C N 8- 92 � as L N 3 c O O -0 L O L�rI , 0 0 p . o v 2 N 0 .. O .�+ fa a N N 0 (n 2) C N 0 -0 N N '� 0 _a •- U ... j fo O (/) :1-a (n L O >, Cil (6 U O O OL N N N C 00 N •(0 N (0 C - C L C 0 = (n > 0 �'.Q^ O .-. N N o .c 0 0 C) N (� O N O (6 (6 0 vJ O N X O .-. J N i I- -0 N (A N + '0 t?._ (6 (� U J + N E O .� C o v O, (0 z a ,c-..!— cCo 0 al) v c s c (o c . j O 2 6 CNp -, -fl 700 Z-- `o 0 0- a) m 73 6 otto 0 o -�c � -6mvQ N- 1, .2 ° °� Nrn ° ^ � � � � 0� .-OS O • N• n 0 OG• O• z ., N N C6 3caNN0pCD " 0 t m y N CD 0 O coL• 0 -(-Di 0) N mc (SD a NN NON -c.n N0-o ? N 73 0 in o CD 0 3 GCD T --- O..:4-%'.. x � N -' lafi 90 0- O- O N O n ° O�w • C. CA O ? oNO-� N � ^ Nsei,�DN .. � � N — (D' O O -CS ° 9ON . Z Q N (D No ,dT O °' NO 'O Ga. N DL7 • ' ( • D O O L OO � 0Q � NNOn 0GN75Nap ?N 00 N � G - ON -o a 0 UN O CD O;0- G� 0 7 �wN No O3O G p N O 6 D OGN N CW ? "' NCD ^a �-. 5 c0 N • . L O r • No cp T °• co ' �. 3 CA Z D -(5-• NC) Qm � ° of �l° ' N odVi .o =03au 0 0 '3 ° 6fi CA W 9., n c0 - o" N � N p3uo O N O .d m ...I, N cDP NON Q N ("S- (V) � � C �' ," G • coCa (t) cill0 C4ymO � p °' °' mo ° o - o-° � ... a _ ° C :o o� o N• N - co° o 0-n a •m n ? O. c -, A •G ? N N Q; X o o D N 4 O C ° 0 0 6 0 -n CD N 0 N w• 9 i (D N N. o C� N N. Da O p o 0 — N G da N 0 G• O 6 ? o- N• O N 3 O� N 6 CD N CD 3 (D CD CD °' o � � °o �D c � � gQa NNS 3Zn '01?... �0 3 �• 0. O ° fi., ( n y,- 6 vi, Q co Q 0 o . O m -'2•.' o % S N • •N .O mu. 0 _.. O-n N CD CD 0 p tL C) CD O °-0 co CD tNN • Dm 0• N N0 O crcD N . o. N Cr 0o D m O ND3 OSNC. CO NG0 „ e0Cp . 0 -, 0 CD 9 co co6 ' -"'-1. N 3 7 n'• 0 o O N .�tv rp CD CD N 3 a. 0 0 o co N 0 o' G 5. m co o N o o N 0 .o t? 0 9(= ., ( mrO7% �0N o � (D a 9, 0N � ' m o- 0-• N O N o ° N• O c0- N N fiN DD O om D N 7 .G. oCD N (r.mNCD N .► . (11. % 'iO9� (D no -(, ° °. ° co N N D [ CD 3 n O N O O 0 O, N 3 NT 3 � N N 0 , . 5. 0 ° 0 N N Oco 6• o -N - ? n 0 G(D oOQN Cp O Nn N 0 C ° ( 3 N o-3 0 0 c DCD D O D NN CD N N +m ONCD 0 Cp CD Af a fi o �. 0 ? 0 0 ZNCD0' T r LP o6a C 0 =�NCD«N m N fi (� o re n O O d o CD of n 0 3 . -o v o 0' o W y o 0 N4. > L N1 N.• 0 o -o N aa. 0cr a) d S. ° o- wcoO Q v..��`o Gip y0QO (oma ack 4, dliJ ' � �' '" N O a° Gam ° 3 0 7d ) 0 0 M 2 "c2, 0-0 5 z3G .O � n •J mCD\t' (o �S NGt �A�� • To S 0 N O 0 O• N 0 N %' 0 0 �%• O 0.0, -- 30 a o -- 0S / 0 et 9% O • 5O D 0' . 3 f ?. O o m - it.) 0 cQ 0. .a N O• N 0 3 0 il. O N S, aoo 3 ,- G 0 3 r` A • (D 9r,. ^ 0 lO 00 3 3 O % O i 4-6. w •f 0 ,>i (% crw i 0 0 0 0 0 4 (D �" 04 L. oo �0w x- � 3 CO O 3 cv ro- °� t � ° mo o �0 oo ,- - .% � 0aoO .�0, � S � � 3'O ► 0 N� 0N - O4 ,- pp D � , 53 "3� - O S...0 Cr. � i0 fiO p N. '0� % NN0dco O • ^ N ( oa' ? tNNa o s Am , M -(o ti, D 0 :6:92')1. SS °° ^ (o :17:::.. A N p.3• ° 7324! `:('°02 (o N•Q'16% Z°' O O- S 0 -n 0 N N+ N e4- (D 0 (D d 7NQ 1:2;;;:t O '"o 0 CO vp 0 N 0 0 >N se, C%.N •N N� (D O, O �'6 0 O� CO 7 3 •N C1 y N w, % O 0 -0 °I t�.7'% 'f aJ�' 4 4- N O• (D • N•0 O N 3 rn�.,.0 o 2-d ' O.0 ° ) o�' co ?J%N G tfl G Q - ° m O- (°v —, NO+• � i�o � '" W 06 (D N N0 S '•0 O ` co O G pnNpNN 0N "dC, OO, O- ma. O ° - 01:5- O 0 co � N � i ^ oo 0 3 00 ° NetQDD SG O 0 p.0 35 ' UV UO ^ (D O, 0 ^. /�, co O N O O-° O- ^ N 0 4 - o' o �0 0 (D G Z0L 5 O- G9 (D N 0 of 0- 0) e m Tia 0 3 -° -o •m o N O W F+ 7 CD7 m me o 2v C i p --I 3 m 3 s 3. (o 00 o Dl o °" dA Oho (D C X. y N r! '-'' O 7 j DD y T 3 O- o O -a Cl. v O E. O 3 m3 _' ca --" 3 0.— = � (� �-o 3 N X 0 0 0 9� 0 --, * —.`. 3;'--.:\.• .02) 3 -;' z-co cr) = D3 . N d r —.\„, 7 —' N n N _ C co , • • fl? O ,. (D fl. CD ' " o . O • 3 .- -. —I -+ • co O 7- flu -t . 7 tv Q 1QrOD ;+ 7 ea r i • �' 7 • -� �- N Qa.CD 1 •i NCQ 3m O • •7 ,• • r ` I• • N G O C ri&tU 73•o • • • _ • . -a (D N N d o , • • . • -• r • . •I,• ,.• iv -► 7 --. CD N O Cra . • • • ....f Q.cc, Ocr. . O� 7 -7• •\ Hi • 7 (D C (D C • • • O — (D DOq `, i • 7• 7 CU 3 •• : ,•� 0 .a CD0. . ,. . N CS ,7 0 O• fD -n . • • C . ,• ' 7 0 a 3 7 G N CA CD n O ' •' c ' • r r Cl) r "a ° 7 CD • ••' r 3 01 N O r , . ,. ► • r ' -r -•i ~ • TS (D N O 0 -. O-,, N .. Q Q "--r . • • • 7 r �� . r .+ TCD I 67 Pi 3 = 7 0 7 i '* ' 7' CU n .-4. .-4- 7 --1 0 0 • • , , . • O ? • N -, C 0. E.-, -� .0 n � � v ? QN O O C N G O --:-1. ' O N N. .73 7 3 co •�• N N 7 O 3 17 7 co rt (� - N CCD, .0 Cy 7 C CD (D 00 ' CO 7 .7 <SD _ 7 -O D,.' COD N -w n+ N T O ro vm o �jOo • m� n 0- D CO x •G.0 D 0 N 3 0 -a c O. 3 d - CCDDN3 C. 0Q- N UN da `< CD N -, O N CD 00 N O W N * ? CID) * v 0 n *v 0. Ap * Q� N -, * N N N ... Cp X `9 NQ 0 . " G .-- 0No G.d Nc . tU �-40 o : �t:T3OO co CON 9 i. CD + CD Q-to 1 r,°° N o� LP co N � Ofl � 3n.► 6p � Oo DCN � .r,-, Tnn- CD p ,-* te ?, r'• 0 O o to5o N (D N � _ co OO -d ( "• D) )' O- O � ND n. ,c., 0.) N► o .` .. LNU 0 0 0 N 0 30-. 0 fl- N O O w % N to CD- p) CSD to CCD N O N In N ?Z ) o CD Q• 0- - .. O CS N CD r N N O o -, (p CD 0. o co D) �. a. 3 00 0 N "9, 96 -n � 3 cp 3fl, vv(0� $ w• m CD, o O O N CD N -' ' ' o SD Cv SCD '' •-+ O r'• \ : •\ 1'4 VR) v Q. N • •r ,� -i gno r r r dW D) r ,, 0 r 1: .� — • r 3 . r • c m - -, . og. cro W 6 • • r N N r • • • r Q g Da I . •• O , r • 1 0 • ,r`c-, , z \*, i .• , ,,, . •• , • r 0- r , • N ' I I:n. • •. d Q. o d C ,, ao co 3 \ii • r • 1 _ O ,\ •O . 1 - d ` O r • \ . __, 3 • .• a O fD • O . 7-;., O r • r.:. • .• w 0 O \ 3 ii o N• 73 o O o m o o Xit-3 s.o O N Cp 4• a -0 N.0.7 CD O N .. O 0 'aa_ (D N O (�D 3 con ca CL co o CD 3 ^ co N N o37cz = Co too N fi tt. C3 _ O n C 7 0 3 -o -a °: o) erg o0 fi w N » Pos c � th # \ O 9, (I) \ � 2a 2 •n — g ° CO CI' o ® \ $ ƒ $ \ • G\ c �� . cr, a, ca. CD k ƒ � � \¥ @ �.2 ° # % aco0 � k � ° « � � • k \ 066 ��� �k � � k k9' g� 7 k (11 g. � — k �,73 � co rit \ a £ _ a ) �@ , • a0- « s & \ i S. (1) C. 2� 05 Gyae « » = Sg o- D0 • 05 \ \ k � � ��� �k % \ \ 757 / .n • o k 2 2 5 �• 7 3 ° ° ° a % @A - co 1,1# A5 •5cP o\ 7 (P. 0\ � z �\ k $ ik — £ \ $§ °0 S \\ kƒ 0 2 0 \ \ 0) \ \ \ \ \ ƒ k r ƒ a $ k 0 k \ \ t k3 0 -77 �\ D-. 7 �� n � o CD° t k 0 0 ° $ 7 \ ƒ % 0 241'CD0 it2kfes y 0 � 2 � 14.^, \.° » % g7 �� � ,o /\ � % ° �. oma £ �/ « � 2 � � •�� / D11 0I � a7 %� % 1-cr)) \A.ag k7 5 « \ ƒ 0 0 0 0- * } ± &\ %clo S tro \ƒ \ / 0- 0 0 \ ƒ \ \ \ 0 \ a- 3 n / \ $ k 0 k \ \ } 0 k \ / t xDop•8i-Z-8 oda - pa0 IapoW ale;S\s}}ea0 8LOZ\pa0 Iapow;uepdwoo raj\aaploJ weJ8oJd luawe eueL uleldpool]-eupoaeD\luawa8eueW uleldpool]\uopeln2aa pue 2uluueld\:H o edIT •ZZ•69 uogoas `suo!}eln6aIeaaped 4o woo bb a1}!1 u! gpoo}es se uo!}edloiped 9E A}!unwwoo ao4 wea6oad eoueansul poold levo!}eN ay} 4o s}uawaa!nbaa eq} }aaw (g) SE pue 's1u0n0 pooh woiI AJanooaa pue o}esuodsei pue b£ s}oafoad loa}uoo pool;Jo; spun;o!Ignd 4o aan}!puadxe aan}n4 Jo; paau 011} az!w!u!W (L) EE `seam paezeq pool;4o ZE }uawdolanap pue asn punos ay}ao4 6u!p!noid Aq aseq xe} alga}s a u!e}u!eua OH (9) TE 'se!}!l!}n pue s0!}!l!oe4 a}enud pue o!Ignd o}a6ewep azIw!u!W (g) OE !u!eldpool4 6Z eq1 4o suo!}oun4 le!o!}aueq pue lean}eu ay} uo ;uawdoienep 4o }oedw! 0111 az!w!u!ua 8Z o} sau!IeJogs pue `sasinooaa;enn `seam paezeq pool; }o uogeaa}le 0111 a6eue j (17) LZ :Iegue}od uo!soJe JO a6ewep 9Z pool; aseaaou! Aew go!gM ;uewdolenep Jaw pue `sleua}ew JO }uawdlnbe }o a6eao}s SZ `suogeaado 6u!pup `110!1eneox0 '6u!ned `6u!u!ua '6u!6peJp `6u!pea6 `6u!ll!4 e6euelN (£) VZ `a6ewep pooh Oan}nj az!w!ulua EZ JO }uenaad 01 aepao u! sao!}oead uo!}ona}suoo a}eudoadde 4o asn 0111 Oa!nba�1 (z) ZZ !6ulpool;;o saw!} TZ 6uunp eolnaas ollgnd pue ssaooe 'aoaawwoo}o uogdnaslp tiesseoeuun az!w!u!W (l.) OZ :0}seam paezeq pool; u! ;uawdolanap 40 uo!}eln6aa g6noaq} 6u!pool}o} anp 61 sessol a}enud pue o!Ignd az!w!ulua o}pue aae;IOM leaaua6 pue 'Ajejss `q}leaq o!Ignd 0111 paen6a}es 81 01 s}uawei!nbaa wnw!u!W gs!!ge}sa male woo 6u!pI!ne epuold 011140 s}uawei!nbaa uo!}ona}suoo LI }ue}s!saa pool}. pue peol pool; 0111 pue aoueulpao s!g} 4o sesodind aql iva;ul - '£-Z9 'oaS 91 uogoas u! pa}dope sdelN SI a}e�I eoueansul poo!d 0111 uo 009-)( pue )( auoZ se pa!}guap! seam u!11}IM pa}ona}suoo sbulpllnq VT ao4 suo!}enala ao014 wnw!u!W bu!gs!lge}se o} Aldde osle ileus eoueulpao sl111 •;uewdolanep ET Jog}o Aue pue 'stood 6u!WW!Ms }o uo!}elle}su! !salolgan levo!;eaaoaa 4o waueoeld 's)lue} ,}o ZT }uaweoeldaa JO uo!}elle}su! !s6u!p1!nq paan}oe}nuew pue sewoq pain;oe;nuew}o}uawaoeldaa JO IT `uo!}elle}su! '}uoweoeld 'apoo 6u!pIlne epuold 0111 WOJj}dwexe am ;mil seil!I!oe4 pue `sawn}ona}s OT `s6ulpl!nq 4o uo!}llowap JO uo!}eoolaa `a!edaa `}uawaoeldea `}uawanoadw! `}uewa6aelue `6u!IOpoweJ 6 `uo!}eaa}le `uo!}ona}suoo `suo!}elle}su! fq!I!}n pue s}uawanoadw! alp Jaw pue `6u!pea6 `6u!II!} 8 'puel 4o uolsln!pgns all 01'Delp!'iou}nq 6ulpnlou! `ease paezeq pool;Aue u!q}!M AIIe!}aed JO u!q}!M L AlIogM 5!}eq};uauadolanap Ileo}Aldde!legs eoueu!pao s!q}4o suo!s!noad 0111 •adooS-'Z-Z9'oaS 9 „•eoueu!pao s!g}„ se 01 paaaa}aa Jel4su!aaaq `epuold `AlunoO aa!II0O 40 S eoueulpap }uewa6euev u!eldpoold 0111 se uMou)1 eq Reqs suogeIn6aa asa111 'aR!1- - '6-Z9 -oaS b 1V I3N3J- '6 NOISInIa E NOI1V IJ SINIWad- 'I 31OI1 V Z 50001d - Z9 as;degO i Odad ;ue!Idwo3 o9d 1dd21a a2en5uel mau sl req uolslnoJd leDoi 3xal paupaapun algnoa annnel°dad Jellwls uolslnad leDo1:pxa±aul!Japun pip IapoW alelS ieln8a8 xaop 8Z Z 8 0d03- !DPW a1eTS\s4ea0 8toZ\1110 IapoW luelldwoJ Jgd\Japlo;weJ2ad luawa2eueW uleldpoold-auiloJej\luewaBeueW uleldpoold\uo!leInSaa pue 2uluueld\:H e edIZ :suo!}enala punai6}eu}sa}eo!pu! A}!unwwoo aq}Aq 017 pa}deooe AudeJ6odo} Ie}!6!p Jo aoAanans Ieuo!ssaJoJd pasuao!I ep!Jol j a Aq paaedaJd Audei6odo} 6E peAaAJns plan aaa(M •e}ep Ieuon!ppe Jo uo!ss!wgns aJ!nbaJ Aew .10}ea}s!u!wpb u!eldpoou 8E aq} alo!pe s!u} 4o 9 uo!s!n!Q o} }uensand `suogenele poo!; eseq pue seem paezeq poo!; LE us!Ige}sa of 'seam piezeq poo!; gs!!ge}se o; ewp IeuoR!ppe ;o uo!sslwgns - •jv1,-Z9 'o9S 9E 61.17£ id `saldeN 'mold SE Li}b `d •6PI8 '4553 I!5J1!we!wel 66Z£ 'JelUe0 }UOWUJeAOD A}un00 an}e pa}eool saauo!ss!wwoO 175 *no° Jo paeo8 eu} 01 )1.1810 an Jo eou o au} }e ai!; uo ale seem piezeq poo!; usgge}sa Imo EE sdew pue se!pn}S •seaae p.1ezeq poo!; 6u!us!Ige}sa JoJ s!seq wnw!u!w an se anus Ileus pue ZE aoueu!pJo s!q}Jo }Jed a se eoueJeleJ Aq pa}dope ate `sdew lions 01 suo!s!naJ pue s}uawpuewe TE }uenbesgns is pue `(Wald) sdew eleN eoueansul poolA 6u!Auedw000e an pue 'suo!s!naJ pue OE s}uewpuawe }uenbesgns is pUe `Z 60z `96 Ae j pa}ep seaay pa}eJodaooul pue epuol j `k}unoo 6Z JallloQ a0;Apn}S eoueansul pooh aul •sea.1e paezeq pool;6uIgsllgelse.1o;s!se8- '£6-Z9 'oeS 8Z •009 X Pus X auoZ se pa!;!}uep! seam ge.104 algeo!Idde LZ eq Ileus suogenala Jooln wnw!u!w bu!us!lge}se Jo; s}uewaa!nbei au} `Alleuog!ppy •aoueu!pJo 9? s!u}}o £I,-Z9 uo!}oaS u! pausgge}sa se `A}uno3 Ja!!IoO pa}5JodJoou!un an u!u}!nn 589.18 piezeq 5Z pool; Ile o} AIdde Ileus eoueulpao s!ul •sa!Idde 9oueulpao 9144 Lio!LInn o; wary - 'ZI,-Z9 'oaS tiZ •algeo!Idde eq Ileus}ueweJ!nbeJ o!J!oads an `}uewej!nbaJ EZ o!;loads a pue }uewaa!nbaJ Ieaaue6 a uaann}aq }og}uoo a s! wan aJa1M 'Ieieuee - •1,I-Z9 •oes ZZ AlI1I8VOIlddY- 'Z NOISIAIa IZ .peMeseb – '01.79—L-Z9 'soeS OZ •JepunaJau}spew 61 uo!sloep an!}5J}s!u!wpe Aue JO eoueu!pJo s!u} uo aouegaJ wan s}InsaJ }en} a6ewep pool;Aue Jo; gZ JOeJau}eeAoldwe Jo JOOIJJO Aue Aq Jo epuol- `A}unoo Ja!llo3 Jo sJauo!ss!wwoQ A unoo Jo pJeoe LI an Jo ped au} uo wan 'au Ileus aoueu!pJo s!ql Amgen jo aewlelos!Q - •9-Z9 'oaS 91 •aoueu!pJo s!u} u}!nn aouegdwoo Aq Si pessaadxa Jo pe!Idw!s!asn anvil JO `asn 6u!}s!xe `asn pa}San Jo A}u5Jen6 oN •weJ6OJd aoueansul pooh Ieuo!}eN au} u! uo!}ed!o!}Jed Jo; alq!6ga u!ewaJ 01 suo!}eln6eJ asap eSp\aJ o} A}!unwwoo ET s!q} 6uu!nbaJ `Aoue6y }uewe6eueV Aoue6Jaw3 'awed au} Aq pes!naJ eq Aew 09 pue 69 Z1 suo!}oaS 'suo!}eln6a?I 'aJapad Jo woo try aI}!1 Jo s}uawaJ!nbeJ an pue sdew Neel eoue.1nsul IT pooh uo unnous pue Aprils a3ue.1nsul pooh au}u! pau!e}uoo suo!;enale pool;eseq pue seem OT p.1ezeq pool; aul •a6ewep pooh JO 6u!pooIJ WOJJ 80J4 eq II!nn `seeJe paezeq pool; Lions u!u}!nn 6 pa}}!wJad sasn }aLig JO `Seale paezeq pool; moods peddew;o ep!s}no puel }mi} Aidw! }ou saop 8 eoueu!pao s!ul •sasneo IeJn}eu JO apew uew Aq paseaJou! eq Aew s}u6!au pooh 'moo II!M pue L ueo spoon Ja6Jel •suo!}eaap!suoo 6uueeu!6ua pue o!;!}ua!os uo paseq s! pue sesodJnd fuo}eln6aJ 9 JoJ algeuoseaa wnw!u!w an paJap!suoo s! `A}!unwwoo s!u} Aq papuewe se `epoo 6u!pI!n8 5 ep!JoId au} pue aoueu!pJo s!Li}Aq paa!nbaJ uogoa}aJd pool;Jo aaJ6ap aql •6u!u.1eM- '9-Z9 'oaS 17 •epo3 6u!pI!n8 epuold au}Aq pa0u0J0J0J s! }e } paepue}s an Jo uo!}!pa au}01 sJOJOJ E VZ 33SV `Pa}!o aJ81M •epoo 6u!pl!n8 epuold au} Lap uo!}ounfuoo u! paOJo}ua pue paJa}s!u!wpe z eq o} pepua}u! si aoueu!pao s!Lil •epo3 6u!pl!n8 ep!aou ay; LD!nn uo!}eulpaoo3 - •ti-Z9 'oaS T OdaI ;ue!Iduwo3 o9d 1dd21a a5en2uel mau sl req uolslnojd leao1 paull.apun algno0 aenguel Odad Nul;slxa Jellwls uolslnoad leDoi:;xal auiIJapu0 •p-0 IapoW alels:pxal aeln2aa xDop•8T-Z-8 Odad- 1110 lepoV alels\sl}eiia 8TOZ\Pio lapow luelldwoa J d\Japlo;weJBOJd luawaeue j uleldpoold-eullaeD\luawaBeueoi uleldpoold\uolleln8aa pue 8uluueld\:H a8edIE :Mals `Apunuauaoo ay}4o s001440 4ueu14Jad Ja44o 4}Inn uol}eulpjoo0 8E ul `Jo;ea;sluluapy uleldpoold 3111 •ao}ea}slu!wpy uleldpooI I ay} jo sal}na - '£Z-Z9 '3eS LE •apoD bugNin8 epuold ay}40 suolslnoJd pooh ay} uo dulslnpe gE pue aoueulpJo sNI 40 uol}e4aJdJa}ul pue uo14eJ4sluluape ay} Li! a0uepind Jo4 A0uady 4uauaadeueIN SE ue.JeWj IeJaped ay} q panssl suogeolign: eouepin• Jaw pue Se0u3Ja43J jsap su14-1Inq tiE Ieoluloa4 uo pue tom}Insuoo Aeua Jo}eJ}slu!wpy uleldpoold all .alol}Je sNy440 L uolslnla o} EE }uensJnd eouelaen a 40 6ul}ueJ6 ay} 4nou}Inn aoueulpJo sly} uI papinoJd AIIeo141peds s}uewejlnbei zE 6ulnlenn 40 403}}3 ay} anal lou !legs sainp000Jd pue `sa10llod `suoge}aJdJa}ul Ions •suolslnoJd TE 541 40 uo14eoildde all /41JeIO 01 JepJo ul s3Jnpeooid pue seiogod gsllgejsa Aew pue aoueulpJo of s!44 4o esodJnd pue 4ua4ul al} u}Inn 4U3}s1SUoo aoueulpJo s!44 40 suo14e}aJdJ3}w Japu3J o}A4uou4ne 6z NI meg Mels Jo}ea;sluluapy uleldpoou all aoueulpJo slq} 4o suolslnoJd ay} aOJoJua pue 8z Ja4sluluape o} pa}oaJlp pue pezuoy1ne sl ao}ea}sluluapd uleldpoold 8111 'leJeueo - 7Z-Z9 'oaS LZ .saaAoiduaa Jew gz 04 sal}np ule4Jao 40 aOueuaJo}Jad aje6alep Aeua Jo}ea4sluluapb uleldpoold all •Jo;eJ}sluluapv SZ uleldpoold an se pe4eu61sap Si aau6lsep JO Ja6eueL A4uno3 all .uol;eu6lsea - •6Z-Z9 'oaS 1Z 2101d211SINIINad NIV1da001: 2H1 d0 S2J2MOd aNd S311na - '£ NOISIAIa EZ •peMase – '0Z79-8I-Z9 'soaS zz •sa}nla4s awls Japun pe4ueJ6 sJannod Jaw Aue IeadaJ JOU 141!I o}J3l}lau peweaa (£) Tz pue 'Apoq 6uluJano6 al}40 Jone4 Li! panJ4suo0 AIIBJagl] (z) OZ 's4uauaaJlnbeJ uanualulua se peJeplsuo3 (i•) 61 :eq !pus 81 suolslnoJd Ile `aoueulpJo slg44o uoge011dde pue uo14e4aJdJa4ul ail uI •uol}e;eJdJe}ul- 'LI-Z9 'oaS LT .aoueulpJo sly}Aq pauJano6 eq osie Mels s1saJa1ul y0ns o}4oafgns sl 4e14 pue! Aue}rig `}uauaasea 91 JO 4UeU0AOO `uo140u4saJ paap Aue Jledual jou Mels aoueulpJo s!q1 .UJan06 Mels an140u4saJ ST OJOW 3114 `aoueulpJo Jaw Aue pue aoueulpJo sly} uaann4ag }0!IJuoo a 40 wane 341 uI .apoO bT 6ulplln8 ep!Jold al} Jo `suo14eln6aJ 4uaua36eueua Ja}ennuaJo1s 'saOueulpJo 6uluoz `suo14ein63J ET }uauadolanap puei o} pip!! 40u }nq 6ulpnIOul seoueulpJo 6u14s!x3 Aue a4e6ojge JO pedal zT o} papua4ul 4ou sl }I `J0AOMOH 'seem paezeu pooh ul ;uawdolanap 40 4uawebeueua Jo4 40a443 ul TT aoueulpJo Aue sepesiedns aoueulpJo 8!111 'suol;ola}saa J04eaa6 pue uol}e6oigy - •91.-Z9 'oaS 01 'Mel IeJapa4 JO awls 'pool 4o suolslnoJd 6 Aue A4IIInu o} pauaaap eq jou Ileus aoueulpJo 8!44 40 suolslnoJd all 'sav►el aa410 - '9I-Z9 '00S 8 'Bale paeze4 pool; le!3ads 344 uaOJ4 eaJe al}SeA0WeJ 434 e6ueg3 dew;o aeuai a sine}go 4ueOlidde al}ssalun ease paezeq pool; leloads se 9 pa}eln6aJ eq nap ewe al}'uogenala pool;aseq aigeolldde 4sesolo al}anoge aay (Z) S •epoQ 5u!ong epuoid 344 4o s4uauaaJlnb3J al} b `algeolidde se `pue aoueulpJo s!u4 40 s4Uewei!nbaJ au4 01 4oa(gns pue ease paeze4 pool; E se paJaplsuoo eq ileus eaJe 3111 'IN2IId a uo eaJe paezeq pool; moods a se peleauliap Z lou seem ul uana `uol;eneIe pool; aseq aigeolidde 4sasOIO a4} nnol3q 0Jy odad ;ue!Idwoo 393 1dd21a a8en5uel nnau sl leyn uolslnoad leaol:lxal paullaapua algnoa avenNuel OdGd aullslxa of Jellwls uolslnad leaoi:1x3J auipapun 'Pi0 laPol/V alels:lxal aeln8aa xaop U-Z-8 OdOJ- pip IpPoW a e3S\S can 8�OZ\pa0 IapoL luelldwoD jgd\aaplo;wea8oad luawa8euelnl uieldpoold-aulloaeD\wawaBeueW uleldpoold\uoI eln8ay pue 8uluueld\:H a5edhi Jaweg le;seo0 eq;pue(8i£-L6 1 •qnd);oy seoinosaaawee Ie;seo0 eq;Aq pegs!Ige;se 8E we;sAs saomosad Ja!JJee 1e;seo0 ay; .o ;Hun Aue u! pa;eool em ;eq; `s;uewanoadw! LE le!;ue;sgns 6u!pniou! 'saJn;onJ;s pue s6uipl!nq Mau Joj s;ue0!Idde as!npy (EL) 9E :eoueu!pJo s!q;.o bZ-Zg uogoes o;;uensind spew SE e6euwep !el;ue;sgns pue;uewanoadw! lei;ue;sgns.o suo.;eulwJalap 6u!;uawnOop pue bE 6uua;s!ulwpe Jo; sainpaowd '18!0!.40 6u!pIing ay; Li;!M uo!;eu!paoo0 u! `gsgge;s3 (Z6) EE :a;aldwoo em suo.;e;uawnoop pue suo!;e0!.!pa3 ZE Lions leg;au!wielep o;eoueu!pjo s!Li; pue woo 6u!p1!n8 Bpuold eq;pue aoueu!pao s!q;Aq TE pa!;!Dads suo!;enala .0 uo!;B;uawnOop pue suo!;0o!4!peo u6!sep pal!nbai Me!naj (l,i-) OE :aoueu!pao s!Li;.o suo!s!nOad algeo!ldde ay; Li;!M Aidwoo seam 6Z paezeq pool; u! saan;OnJ;s pue s6u!pllnq ao. suo!lOedsu! pue `SMe!A0J ueld `suo!;e0!idde 8Z leg; amsse o; 18!0!440 6u!p1!ne ay; o; s;uewwoo ep!noad pue Li;!M a;eu!pa000 WO LZ :eoue!ldwoouou 9Z .o ;IMO ay; u! awes eq; anoJddes!p Jo 'pe;Ba;suowep s! eoueu!pao s!q; 11PM eoue!Idwoo SZ ua4M 'woo 6u!pune epuold ay; w0J; ;dwexa sa!;!I!oe. pue sam;onJ;s 's6u!p1!nq bZ 6u!pnlou! `apoa 6u!pl!n8 epuold aq; o; ;oafgns em ;eq; saan;onJ;s pue s6u!p1!nq ue4; EZ Jay;o ;uauadolanap X04 slenoadde JO swung ;uewdolanap uleidpoolj enss! (6) ZZ 'algel!ene 6u!wooeq e;ep qons 4o sLi;Uow g u!Li;lM spew eq !legs tZ suolss!wgns Lions :suo!;eu6!sap AeMpooII Jo `sauepunoq ease paezeq pools `suo!;enala OZ pooh eseq e6uego o;esodoad sesAleue mLil;! sde1A1 Nem a3ueansul poold ay; u!e;u!ew 61 o; iiessaoau uo!;ewjo.u! pue elep ay; wed o; pwqns o; suol;Bo!Idde ;!aped poddns 81 o} sesAieue 6uuaau!6ua 0!ineipAq pue o!6oloapALi pwqns O M s;ueo!idde eJ!nba�l (g) Lt :(ylNdd) Aoue6v luawaeueinj 91 Aoue6iew3 leJapad eq; o; suo!;e0!4l;ou Lions .o se!doo ;!wgns pue `aoll4O ;uewa6euelnl Si u!eldpoold aims `;uawa6eueL Aoue6Jew3 Jo uo!s!n!a epuold 84; pue se!punwwoo 17t ;uaoefpe A4!;ou asano3aa;eM a ;o uo!;eaa;le 6u!sodoad s;ueoydde leg; aJ!nbe ! (L) Et :6u!pool;wail ems Algeuoseal Zi eq II!M ;uewdolanap pasodoid Jeq eqM au!waa;ap o; suo!;e0gdde M0!Ae (g) TT :;ueo!Idde ue Aq padolanap eq 'legs JO seams 01 JaLi;o wa4 peu!e;go eq (legs e;ep pJBzeq pooh leuo!;!ppe JaLi;a4M eu!wJa;aa (g) 6 :uo!;ewaolu! pJeze4 pool. pue uogeAeIe pool.algel!ene ap!noad (i7) 8 :uoge4eJdaa;u! aLi; !eadde 01 A;!unpoddo aq;aneq L !legs uo!;eu!wJa;ap aLi; 6u!;sa;uoo uosaad e :sauepunoq to uo!;Bool ;Dexo eq au!wJa;ap 9 o;Aiiessooeu s! uo!;e;aidaa;u! Lions aJa4M sauepunoq Bale paezeL pool4;aadaa;ul (c) S !eoueu!pJo s!q;.o s;ueweiinbai eq Li;lM aOue!Idwoo aol seam b paezeq pooh u!;uawdolanap 6ul;s!xa Aue to uo!;e0l4!pow X04 suo!;Bo!Idde Me!nad (Z) :seam paezeL pooh u! pa;e0o1 eq II!M Z ;uawdolanap Mau pesodoad Ja4;a4M au!WJalap o;sueld pue suol;eogdde Ma!Ae (l,) Odad ;ue.udwo0 39d JAI/ma aSenSuel mau sl ley}uolslnoad lepo1 4xal paullaapun elgnoa aennel OdOd nul;slxa o;mums uolslnoad leaoi 3xal aullaapun pap Ia130W KelS aelnSaa xDop'8I-Z-g OdGd- PAO IaPo j a;e1s\s}}eaa BTOZ\Pa0 lapoi luelldwoD pgj\Japlol weJ8oJd luawa8euelnl umdpoold-auiIoJej\luawa2eueW u!eIdpoolj\uogeln8all pue 2uluueld\AH a8edIs •eOueulpao 8!111 q;inn aouelldwoO 6E ensue of saapao JO saogou iiesseoeu Ile l0 aouenssi ay; Jol sepua6e pool aleudoadde 8E Li1!M aleulpa000 11e14s ao;ea;slulwpy uleldpool1 ayl •saepao pue seol;oN - •9Z-Z9 'oaS LE •OIO11ae sly!to L uolslnla 01 luensmd eoueuen e l0 6ulluea6 ay;aalnbaj gE slsanbaa Lions aayla1M aulwaalep 01 apo0 6ulplln8 epuol3 ay1 l0 sluewei!nbaa uollonilsuoo SE luelslsaa pool; pue peol pool; 3111 40 uol1e0pdde pals 3111 Allpow o1 Ienoadde Maas 18111 !8!0!}40 bE 6ulplln8 81110; pewwgns slsanbaa MO1naa !legs ao;ea;slulwpy uleldpool j 8111 •epoo 6ulplln8 EE eppol1 ay; s;uewaalnbaa eq; jo uol;eolldde ;Ola;s ay; ;o suo!;eoljlpoJ - •9Z-Z9 'OnS ZE •01011ie s!Lil to L aIOfJV y11M aOuepa000e E ul passeooad aq Ile115 sleadde luanbasgnS 'luawdolanaa puei iol opo an118ilslulwpy OE x111 ul pa11sllge;se se ssa00ad llwaad buiplmq 8111 gbnoigl 1sJ11 uoi;eulwaalap abewep 6Z leguelsgns e leadde Aew •sawoq pamIOelnuew 6ulpnloul 'apo0 buipllm8 epiaoId 8111 8Z woal ldwaxa JO'Aq palelnbaa sa!1ll!Oel pue seanjOna)B's6ulpllnq 40 siOUMO Kpadoad (5) LZ •paalnbei 9Z sl aoueulpao slgl pue apo0 6ulplln8 epuo1d ay; 10 sluawaalnbei uol1OnalsuoO lue1slsai SZ pool; 8111 Li1!M aouegdwoo leg; pue a6ewep lel;ue;sgns JO aledaa JO ;uewenoadwl bZ lel;ue;sgns sajnjljsuoO >poM 3111 18111 paulwaalap sl 1! 4! 1ue011dde 8141 A111oN (17) EZ pue 'a6ewep lel;ue;sgns to aledea ao;uewenoadwl ZZ lel;ue;sgns salnlllsuoo )IJoM pasodoad 8111 aayla1M 1uawnOop pue aulwaal8a (E) Z 'aan;Onals JO 6ulpllnq 011110 amen;avew 8111 01 `algeolldde ll OZ 'saledaa pue sluawanoidwl to sisoo peulgwoo 8111 JO `uol;lpuoo pa6ewep-aid sll 016ulpllnq 61 pa6ewep e aledaa 01 1soO 811; '1uawanOidwl 8111 waopaed 01 lsoO 3111 aaedwo0 (z) 81 'apew eae SJledai Aue eiolaq pue LI paaano0o a6ewep 0141 eiolaq amen;e pew 8111 aq !legs amjOnals JO 6ulpllnq 811110 amen 91 ;avew 8111 `aledaa JO aseo 8111 uI `)IaoM pasodoad 81110 uol;Ona;suoo;o pe;s eg1 aiolag ST aan;Onals JO 6ulpllnq 311110 `aasleadde luapuadapu! pallllenb e Aq paaedaad amen levew VT 314110 lesleadde ue ulelgo 01 lue011dde 8141 ealnbaa JO `amen;avew eg; alewlls3 (6) ET :118gs le1O!J40 6ulplln8 x111111!M uo11eulpaooO uI 'ao;ea;slulwpd ZT uleldpoou 0111 'sawn;Onils pue s6ulpllnq Lions uo v{aoM JO 10 luawanoadwl Jallo Aue pue IT `e6ewep lel;ue;sgnslo saledaa `sluawanoadw! le1lue1sgns `suol1enOuaa `suo11e1lllgegeJ `suo!llppe 01 `Aouedn0Oo JO e6uego `aledaa `1ueweOeldea luawa6aelue luawanow `suolleaalle 6ulpnloul 6 `sewo14 pam1O81nuew pue `sawn;Ona;s `s6ulpllnq anoadwl 01 sllwaed 6ulpllnq aol suogeolldde 8 ao3 •suol;eulwaa;ap a6ewep lel;ue;sgns pue ;uewanoadwl lel;ue;sgnS - •vz-Z9 'oaS L •palllpow aae epuo1d `A1uno0 aalilo0 paleaodaoOulun JO sauepunoq 9 aleaodaoO 0111 uagM AOua6y luawe6euew AOua6aew3 Ieaeped all AJ!1oN (17 1,) s pue '„seeay b pa;Oa1Oad espvueg1O„ pue „seaay wejsAS eoanosaaaui88 lelseo0„ se sdew Nem E eoueansul pooh uo pallguepl aa8 uo!1e1!w!I 8!111 01 loafgns seam °uogonalsuoo Lions uo algellene lou sI aoueansul p0014 18.19139118141 (665-606 •, •qnd) 0661 JO 1°V luawanoadwl Oda1 ;ue!1dwo3 oad lavaa a8en8uei Mau sl;eq uolslnoad leDol paupapua algnoo aaenvuel Odad aul;slxa Jeuwis uolsinoJa lepoi aunpapua pap lapoIN alms:pxal aeIn8aa x3op•8t-Z-8 Odad- Pao IaPoW alelS\s1 eaa 8IOZ\Pao IapoAJ luelldwoa jgj\JapIo;weaBoJd luawaBeuev uleidpoolj-auIIoJeD\luawaeuew uleldpooIj\uollein8aa pue 8uluueld\:H a 2 e d 1 9 :aoueulpJo sig}Jo tt7 s}uawaJlnbaJ eq}o}}oafgns am (low 'Mel Aq papinoJd suoi}dwaxe Jagpn}Aue pue epoo Buipo8 Oti epuold aLi} woJI }dwaxa aJe }eg} sal}llloe4 pue saJn;onJ}s `s6ulpilnq 6u1Mollo4 ay}Jo} paJlnbaJ aq 6E !legs slenoadde Jo s}Iwaad }uawdolanep uleldpooIJ `(09 pue 6g suol}pas jiji) weJ6OJd 8E aoueJnsui poold leuol}eN ay}La! uoged!ol}Jed Jo}uol}eln6aJ papal 40 s}uawajmbeJ ay}o}}uensmd LE apo 6uIp,in8 eppod ay} woJj }dwexe saI}IlloeJ pue sawn}oni}s `s6ulplln8 - '££-Z9 'oaS 9E 1!wJed 6u!piinq a o}uo!i!ppe ul paJlnbaJ Si ienoadde Jo}!iniad}uawdolanap SE uleldpool} e }ey} au!wia}ap Aew Jo}eJ}slulwpy u!!eldpooi ay} `am}oni}s Jo 6ulpllnq a sapnloul bE }ey}}uawdoieAep pasodwd Jo}ua}xa pue ejn}eu eq}uo 6u!puadea .apoo 6uping eppold ay}WO4 EE }dwaxa sa!}ii!oeJ pue sajn}pni}s `s6ulpilnq 6ulpnloul `apo°6u►pi.in8 epuoyd ay}}o s}uawaimbai ag} ZE o}}oefgns lou sal}lnl}oe}uewdolanap Aue Jo;apueulpJo sly}o}}uensmd panssl eq pegs slenoadde Jo I s}lwaad}uewdolanap uleldpooll •slenoadde ao s}Iwaad}uawdolanap uleldpool j - 7£-Z9 'oeS OE .paIsl}es ueeq seq suogeln6aJ pue sapoo algeolidde Jay}o Ile 6Z pue apueulpJo sly}Jo s}ueweilnbaJ ay}y}lM eouelldwoo !Run panssl eq !legs lenoJdde Jo}!pied Lions 8Z oN •(s)ienoJdde pue (s)}!pied paJlnbaJ ay}u!e}qo !legs pue `algeolidde}l le1p!J4O 6ulplln8 ay} pue LZ `Jo}ea}sluluapv uleldpool1 ay}o}uol}eolidde New}sJ!}!legs ee a PJezeq pool]Aue uwg}lM Alle!ped 9Z JO UIg}IM AllogM sl goigM 'epoo 6uiplin8 epI,JOId ay}woi}}dwaxe salpilloe}pue seJn}pnJ}s `s6ulpilnq SZ 6ulpnloul `aoueulpJo sly}jo adoos ay} U!gpM A}Inl}oe }uawdolanap Aue aNepepun 01 spueiu! oqM bZ („}ueo!Idde„Ja}}eulaJeq)}ua6e pazuoLi}ne s,JauMo JO J9UMO Aug •paalnbea s}IuaJad- 'I.£-Z9 'oaS EZ S1IlN lad - 'ti NOISIAIa ZZ •peMJasatl – '0£79-6Z-Z9 'soaS tZ •}701•K `seideN `anua eogsasJoH OZ g]JON 008Z `uol}ein6ai pue 6u!uueld-uolslnla }uawa6eueV y}nn0O ow }e uol}oadsul ollgnd Jo} 61 algellene eq!legs spJooaJ esegl .apoa 6ulplln8 eppold ay}}o s}uewaJ!nbeJ uoI}pnJ}suoo}ue}s!saJ 8t pooll ay} pue aoueulpJo sly} o} }uensmd ua)le} su01}oe }UaweoJo}ua Jo spooei pue :leluap Jo LI aouenssl Jo4 uol}eo!J!}snf 6ulpnloul `seouelaen pue sleadde o}pe alai uol}e}uewnoop :pau!e}u!eW 91 eq lllM sesano3Ja}eM paJa}le 4o A}loedeo 6U!AJJeo pool4 ay} }eg} seoueinsse :sasJnoOJeWM St }o suol}eJelle o} paleieJ awls ay} pue `yW3d 'sal}lunwwoo }ueoefpe o} suol}eopou 171 :apueulpJo siq} pue woo 6ulplln8 epuold ag} Aq pal}loads suol}enale Jo uoge}uewnoop Et pue suol}eoljl}Jeo u6lsep paJlnbaJ :a6ewep lel}ue}sgns Jo JledaJ Jo }uewanoadwl lel}ue}sgns zt sa}n}l}suoo vOM pasodoJd Jag}eqM}o suol}eu!wielap :s}!pied Jo pimp pue si!wied Jo aouenssl tt }o spJooaJ :e6uega deinj Jo sJanai :sdew Neu eoueansui poold 6u!pniou! `apoa 6ulplln8 OT ep!Jold eq}}o slUewei!nbeJ uol}onj}suoo luels!sei pool} ay} pue apueulpJo sly}}o uol}eJ}s!u!wpe 6 ag}Jo}fuessaoeu aJe}eg}spJooaJ lie uol}oadsul oygnd Jo}algellene aNew pue demi AI}uauewied 8 pue ule}Ulew !legs Jo}eJ}slulwpv u!eldpoou ay} `spJooaJ ollgnd 4O uol}ua}aJ Jo} paJlnbaJ L polJad ay} uo uol}e}luau Aue }o sselpJe6e •spaooaa }uewe6euew uleldpooli - '8Z-Z9 'oaS 9 }luajed e Jo aouenssl }nog}lM uaNepepun S Si }uawdoiei ep }l auluaJa}ap 01 seam paezeq pool] }oadsu! !legs Jo}eJ}slulwpy uleldpoold b agl .apoa 6ulplln8 ep!Jold ay} uaoi} }dwexe sal}liloe} pue sejn}onJ}s `s6ulpilnq 6ulpnloul 'apoa E 6ulplln8 ep!JOId ay}o}}oafgns}ou s! }ey}}uawdolanap Jo}alol}Je slq}}o g uolslnla u! pal}loads se Z suol}oadsul paJlnbaJ ay} aNew !legs ao}eJ}slulwpv uleldpoold eq.L •suol}oadsul - •LZ-Zg 'oaS t Odad ;ueuIduwo0 38: 1dd21a .:•n:u-IM-u i u•l ln.J. . .j:1 .1.. IIJ..0 •IS •a aungue!OdQJ gullslxa of Jellwls uolslnoao Iepoj:lxai aupapun pap lapow a1el5:lxal aein�aa xoop'8I-Z-8 OdOH- PJ0 RPM alelS\s4leJO 8I0Z\PJO IapolN luelldwn jgj\Japlo;weBoJd luawaeuelN uleldpoold-aulloJeD\luawa2eueJl uleldpoolj\uollelaaa pue 2uluueld\:H a5edIL Li! ;eej aJenbs OZ ueg;Ja6Je! s! pue pale/kap;ou s! ;eg;aJn;onJ;s pagoe;ap y 3 6E _A•l- _ J••} _y • oleo - • is. is •U'Jl J•J- _M•! 8E - I•J l-J - I1 - U! -- U- -J• -J- -I - -f J•• I_lU /! -J y ' LE bu!p!!nq pa;ena!a ue Mo!eq einsopua uy 9E :Du!Mo!!oi ay;Joj uo!;a!dwoo SE _ !i!!i! - is U-s • J• - - - - is - U-' ! • J•U' •__l 1_l•J• -g I• VE ppm -J aq !legs u-w-aJ•y U•!sJBAUOO-UON U0! Op; pue1 is us! -Jel as p-u•!s y (g) EE .Jo;eJ;s!u!wpy uleidpool j ay;Aq peilnbai se uo!;ewioju! pue e;ep JaLi;o Lions an!o (L) ZE ;ua6e pazuoy;ne s,;ueo!!dde an Jo;ueo!!dde eq;Aq peu6!s a8 (g) TE 'NJOM pesodoid ay;io uogen!en ay;awls (g) OE .a!O!le 6Z sly;J0 9 uo!s!n!a U! pa!;!oads se s;uewnoop uogonj;suoo Jo ue!d a;!s e Aq pa!Uedw000e ee (b) 8Z 'pepua;u! s! ;uewdoianap pesodajd eq; Low Jo;Aouedn000 pue asn eq;a;eo!pu! (E) LZ 'a;!s ay; a;eoo! 9Z Alan!;!u!Jap pue A}!;uap! A!!peeJ !!!M leg' uo!;duosap Je!!w!s JO ssaJppe ;aaJ;s `UO!;d!Josep SZ !Oa! Aq pa;onpuoo eq o; s! ;uewdoleAep pesodoid ay; go!gM uo pue! ay; eq!Josea (Z) bZ '!enoJdde Jo;!wied ay;Aq peianoo eq o;;uewdo!anap ay;equosep pue Ajquap! (L) EZ Ileys pep!noJd UO!;ewJoJu! agl •4unwwoo ZZ ag; Aq pegs!uJn; WJo; a uo 6u!;!JM u! uo!;eo!!dde ue a!!; ;siiJ !legs ;ueogdde ey; ienoadde Jo TZ ;!wJed;uewdoleAep u!e!dpoop e u!e;go o j lenoadde JO puled e Joj uo!;eo!!ddv- 37£-Z9'oes OZ 61 sdew a;ea eoueansu! 81 poo!j uo pegs!lge;sa seem piezeq poo!; U! pa;eool ale saJn;onj;s Lions;! epoj 6u/p/ng LI epuojj ay; woJ; ;dwexe jou aJe "s.d `0I)(06)EL'E55 uogoas U! pa!iguap! saJn;onJ;S (6) 91 'wejsAs !euo!PaJJoo SI awls ay;u!Jauosud Aue o;suo!;oeiJoa Jo;uewpedea ay;Aq pap!Ao.1d 6u!snoq AJeJodwei (g) bT 'eieJouo0 peoioju!ai Jo `a!giew `a;IUEJ6 jo pa;onJjsuoo JoolJ EZ e pue 'slow 's!!eM aneg pue a;!s uo paJan!!ap pue pa!gwesseaid Jo a;!s uo pa!gwesse ZI pue pa;eougejeid aJe IO!LM ewe uI ;aa; eienbs 05Z 6u!peeoxa ;ou swna!osnew A!!wed (L) 'saJn;eei pooh-UOU Jag;o JO `6u!gwn!d `!e0!J;Oe!e AUe a;eJOdJooU! ;OU saop OI pue 's!e!Ja;ew !euo!;!peJ; Jay;O Jo onew!ed Jo w!ed p poi pago;ey; a seg ;mo; ;ng 6 uepooM paps-uado ue sueaw „aa)!o!yo„ wJa; ay; `ydei6eied s!g; U! pasn sy .epuo!d ;o 8 eq!Ji el0u!waS ay;Jo ep!Jo!d Jo sue!pu!}o aqui ears000!w ay;Aq pa;oni;suoo sear!go (g) L 'A;!o!J;Oe!a;o uo! ngIJ;SIp Jo `uo!ss!wsuBJ; `Uo!;BJaua6 ag; U! paA!OAU! A!;OaJ!p aJe 9 yo!gM "S'd `Z0.99E uogoas u! pau!Jap se `sag!!!;n o!J;oe!e JO saggpeJ JO saJn;onJ;s nog' (5) S 'seo!J}o I(JeJodwa;se pasn sampru;s Je!npow JO a!IgO!N (V) b 'sasodJnd uo!;oni;suoo Jo;A!an!sn!oxa pasn spays JO s6u!p!!nq AJeJodwal (c) E .S'd '09.1709 uo!;oes u! pap!AOJd se 'swJeJ uo s6u!p!!nq WJe; !e!;uep!saJuoN (z) Z 'peoJ!!ei ay; y;!M pa;eposse sal;!!!oe;i(JB!!pue pue speoJ!!e�! (iV) T odad pod 1�d21a a8en8uel Mau sI leyl uolshoJd leo:;xal paullJapuf algnoa aNennel()dad Nullslxa of Jellwls uolslnoJa leDoi:;xal aulpJapuf PJO IaPoW ems:lxal JelnSaa xDop•BT-Z-B Oddd- PJO ppm!a3e3S\s3IeJO 8TOZ\PJO lapoW 3uelldwoo je j\Japlo;weiBoid 3uawa8euel/V uleldpoolj-aulloJej\3uewa8euel/J uleldpoolj\uol3eln8aa pue 8uluueld\:H a5edI8 Lions Si }uawdolanap pesodoid ay;jo ain;eu ay;;ey; punoj si ;l p leuo!ssajaid ub!sep peJa;s!6eJ 8E e Aq peiedaid eq o; paiinba! lou aye ;eg} ;nq eoueulpio siyl Aq pajlnbej ale lsq} e;ep Jay}o LE pue `sluewnoop uol}ona}suoo `sueld alp jo uolssiwgns ay; °NNem o; pezuoylne s! ao}ea}sluluipy gE uleldpoolj eql .seals paezeq pool; uI }uawdolanap aoj uolwwaojul - 'U'-Z9 'o0S SE 51N3Wf1OOa NOI1Of1211SNOO aNy SNyld 3115 - '9 NOISIAIa VE •paivase 1– •0P79-6£-Z9 'soeS EE .slenoadde pue sl!wJed !warped (9) ZE joy Je eM ueela oql jo b017 uol;oaS -LE `sjoeu!bu3 jo sdioa (way •S.fl ay; q}!M uogounfuoo Li! 'smog Ja}enn eoejpns Jalle pUe of spuel;ann}oajje }eyl sal;lnl}oe Joj uogoe o.id leluawuw!Au3 jo luewthedaa epuold (5) 6? 'S.d `550'696 uol}oes `}!waad le;seoa 8Z ;ulor ay; o; ;oe1gns sal;lnl;oe Joj uol;oa;oad leluewuoilnu3 jo ;uawpedea epuold (ti) LZ .S.d `6b6'691. uolloes :au!I loa;uoo uol;oni}suoo le}seoo 9Z ay; jo pienneas salllnlloe Jay}o Jo uol}oejoid °Jogs Jo} salllnlloe leolsAyd Jo 'se6uego SZ `uol;onJ;suooal 'uol;ona;suoo Joj uolloa}oJd le}uawuoJlnu3 jo ;uew}1edaa eplaold (c) bZ 'DYd `9-3179 ie deya pus 'S'd '5900.68c uol;oes EZ `swa;sAs lesodslp pue }uew}eaii e5ennas allsuo ioj y}leaH jo }uewpedaa epuold (z) ZZ .S•d `9£0'ELE uol;oas `loulsla luewe6euej Ja;eM epuold Li;nos eql (6) ZZ :6u!molloj ay}o; pa;lwl! iou lnq 6ulpnloui '}uawdolanap pa}llwjed ay'jo ;ueweouewwoo OZ eiojeq peulelgo eq s}lwjad leJapa; Jo awls algeogdde Jay;o lle }sq} uolllpuoo a apnloul !legs 61 s}lwJed 6ulpllnq pue s}lwiad }uawdolanap uieldpoold paalnbaa s}Iwaad ,lay}O - '8£-Z9 'oaS 8t 'Allunwwoo sly}jo}uewajlnbej Jo uogeln6aa `eoueuwpio aay;o Aue Jo aoueulpio Lt sly; jo uo!}eloin w JO `uol;ewaoju! a;aldwooul JO a}eJnooeul `}oaiaooul jo slseq eq} uo `JOJJ9 91 ul penssl seen }lwJed ay;j! lenoidde ao }Iwaad ;uawdolanap uleldpoolj a allonal Jo puedsns St o; pezuoy;ne s! ao}ea}slulwpy uleldpoolj aqi •uol}eoonaa ao uolsuedsnS - •L£-Z9 '305 bt .paleJ}suowap eq !legs asneo aigeljl}sn1 pue Et 6ullunn u! pa;senbal eq !legs pea sAep 086 uegl eiow lou jo spouad Joj suo!sua;x3 •saouawwoo Zt ){conn ay} Jaw sAep 091, jo pouad e Jo} pauopuege Jo papuadsns Si pazuoy}ne )Iaonn ay; TT j!Jo 'aouenssl s;l aalje sAep 1391, uiy;lnn peouewwoo s! ;lwied Lions Aq pazuoq}ne NJOM ay;ssalun 0t pllenu! awooaq !legs lenoidde JO }Iwaad }uawdolanap uleldpoolj v •uoi}ealdx3 - '9£-Z9 'oaS 6 •suolsslwo pue sJoi e 8 jo uolloeiJoo ay; 6uulnbai WOJJ ao}ea}slulwpy uleldpoold ag}luanaad lou !legs uol}ewJoju! pue L `s}uewnoop uol}onalsuoo `suolleogdde pa}}lwgns uo paseq s}lwied jo aouenssl eql •A}lunwwoo 9 sly! Jo aoueulpJo Jeglo Aue JO 'sepoQ 6u!p�ne epuold ay} `eoueulpJo sly} jo uo!lelo!A Aue S 'Jo leno.idde JO `ioj}iwJad e eq of pang}suoo eq lou !legs eoueuipJo sly; o}luensjnd lenoadde Jo b }Iwaed}uawdolanap uleldpoolj a jo aouenssl aqi•lenoadde ao;Railed jo Amen- '9£-Z9 '305 E Z 'ewe Odad ;Ue!udwO3 o9d 1Ld21a a8en8uel Mau Si leen uolslnoJd lnoi:3xal paupapun algnoa aNennel OdOJ u!Tslxa o;Jellwls uolslnoja lnoi:3xal aullJapuf 'PJ0 IaPoW a3e3S:3xal JelnBaa x�op•8T-Z-8 OdOd- pio apo a3e3S\sueJa 8LOZ\PCO IapoW lueIIdwoD jgj\Japlo;weJ3ad luawaSeuej uleldpoolj-aulloJej\1uawaBeueW u!eIdpoolj\uol;eln8aa pue 8uluueld\:H a0ed16 .aanos aay;o JO 9E Aoua6e a;e;s JO leaapaj e wa4 algel!ene e;ep AeMpool;pue uo!;enale pooh aseq asn pue SE u!e;go o;;ueolldde ay;aalnbaa JO aoanos aay;o JO Aoue6e a;e;s JO leJapa;e wa; algel!ene VE e;ep AempoolI pue uol;enala pooh aseq s;ueopdde 01 ap!nad pue`Me!naa `u!e}q0 (z) EE .seol;oead 6uuaaul6ua pa;deooe Al;uanno y;IM aouepJ000e ZE u! paaedaad e;ep uo!;enala pooh aseq apnlou! 0; ;ue0!ldde ay; aa!nba�l (1,) TE :Ileys ao;ea;s!ulwpv u!eldpoold ay; 'pap!noad uaaq ;ou aney OE e;ep uo!;enala pool;aseq pue INal! ay;uo pa;eau!lep aae seaae paezey pooh aaayM •(d auoz 6? a;ewlxoadde) suol;enala pooh aseq;noy;lnn seaae paezey pooh u! uol;ewao;ul - 'ZP-Z9 •0aS 8? .asanooJe;eM e jo uo!;eaa;le pasodoad Aue;o ;uawu6ge pasodoad pue 6u4s!x3 (6) a uo!loa;od Ie;uawua!nu3 Jo;uewpedaa epuo13 ay;Aq panoadde 5! uo!;eaa;le 110ns 9Z pap/maid `spue;s 9noa6uew JO saunp pues Jo uo!;eaa;le pasodoad Aue }o ;ua;x3 (g) SZ .algeo!Idde;! 'aup loa;uo0 uo!;Ona;suo0 le;seo0 ay;Jo paemeas bZ s! alp ay;;ey1 uo!;e;0u JO au!l loa;uo3 uo!;Ona;suo3 le;seoO ay;;o uo!;eaugaa (L) EZ .asodand papua;u! ZZ ay; ane!gOe 01 kessaOau wnw!u!w ay; am seam !l!; pasodad ay; ;ey; aOuep!na pue tZ !seam II!;au Jo asodand papua;u! ay; uo!;d!Osep a `suol;eoiJloads uol;0edwoo `Ieua;ew OZ aoanos pue `adA; `;unowe ay; `pasodad s! Il!; ;o ;ueweoeld ay; aaayM (9) 61 •uo!;eneOxa 81 JO `6u!pea6 '6u!!I!} Aue ;o sapea6 Ieu!J pasodad pue `;unowe ';ua;xa `uo!;BOo1 (9) LI •ap!1 y6!y ueaw;o y0e9a ay;;o paempuel pa1e001 aq 91 !legs s6u!pl!nq Mau 'seam paezey 461q le;seo0 u! `sawn;Ona;s pue s6u!pl!nq 6u!;slxa St Jo suol;BOol pue `sawn;Ona;s pasodad pue A;!n!;Oe pasodad ay; Jo uo!;BOo1 (t) tit .eoueu!pao s!q1 Jo (l,)Zj7-Z9 uo!;Oas y;!M aOuepJoOOe Et u! pays!Ige;se aq !let's suo!;enala qons a3ueansul poold ay; u! JO Wald ay; uo Zt papnIOu!IOU aae suo!;enala 130011 aseq ay;pue Sane 9 uey;aa6ael s!JO s;Ol 09 uey;wow IT aney II!M weld a)Ie; IIlM ;uawdolanap pasodoad ay; yolgm uo !awed ay; wag/NA (c) of .aOueu!pao s!y;JO (£)ao (Z)Z17 6 -Z9 uo!;oes y;!nn aouepa000e u! pays!Ige;se aq Heys stay; `Apn;s aoueansul pool! ay; u! 8 JO Walj ay; uo papnIOu! jou aae e;ep AeMpoolI JO `suo!;enala 130011 aseq aaayM (z) ;uawdolanap 9 pasodad ay; ;o Me!naa JOJ tiesseoau ;! suol;enala puna6 pue `(s)uol;enale 130011 S aseq `(s)auoz 13001; pue sa!aepunoq Aennpool; 'seam paezey !moll Jo uol;eau!Iaa (1.) b :;uawdolanap pasodoad ay;01 a1ge0!ldde se `apnlou! Keys pue ale0s 01 umeJp aq !legs aOueulpao E s!q1 Jo s;uawaalnbaa ay;o;;oafgns;uawdolanap Aue ao;s;uawnOop uo!;Ona;suo0 JO ue!d alp ayl Z .aOueu!pao s!y;yip aOue!IdwoO u!epaOse o;icessaoau ;ou s! suolss!wgns UOns;o Me!naa ay;ley; t Odad ;uewidwoa aed 1ad21a a8en8uel Mau sl;eye uolslnwd paupapun annoa annnel OdOd Vupslxa Jeliwls uo!slnoJd iepoi:;xal auilpapun pip IapoW elels:;xal Jeln8aa Regular Text:State Model Ord. Underline Text:Local provision similar to existing FDPO language D. .I- Un.-rlin-.T-x :L. .1 .r.vi ion h. i n-w Ian!_ DRAFT FBC Compliant FDPO 1 (3) Where base flood elevation and floodway data are not available from another 2 source, where the available data are deemed by the Floodplain Administrator to not 3 reasonably reflect flooding conditions, or where the available data are known to be 4 scientifically or technically incorrect or otherwise inadequate: 5 (a) Require the applicant to include base flood elevation data prepared in 6 accordance with currently accepted engineering practices; or 7 (b) Specify that the base flood elevation is four (4) feet above the highest 8 adjacent grade or Wet Season Water Table, whichever is higher, OR if utilizing a 9 pressurized septic design, engineering justifications, considering adjacent flood 10 elevations and other applicable criteria, may be presented to the Floodplain 11 Administrator for consideration of a lowered flood elevation, but in no case can 12 the lowest floor be less than three (3) feet above the highest adjacent grade or 13 Wet Season Water Table, whichever is higher at the location of the development, 14 provided there is no evidence indicating flood depths have been or may be greater 15 than the proposed elevation. 16 (4) Where the base flood elevation data are to be used to support a Letter of Map 17 Change from FEMA, advise the applicant that the analyses shall be prepared by a Florida 18 licensed engineer in a format required by FEMA, and that it shall be the responsibility of 19 the applicant to satisfy the submittal requirements and pay the processing fees. 20 Sec. 62-43. - Additional analyses and certifications. As applicable to the location and nature 21 of the proposed development activity, and in addition to the requirements of this section, the 22 applicant shall have the following analyses signed and sealed by a Florida licensed engineer for 23 submission with the site plan and construction documents: 24 (1) For development activities proposed to be located in a regulatory floodway, a 25 floodway encroachment analysis that demonstrates that the encroachment of the 26 proposed development will not cause any increase in base flood elevations; where the 27 applicant proposes to undertake development activities that do increase base flood 28 elevations, the applicant shall submit such analysis to FEMA as specified in Section 62- 29 44 of this ordinance and shall submit the Conditional Letter of Map Revision, if issued by 30 FEMA, with the site plan and construction documents. 31 (2) For development activities proposed to be located in a riverine flood hazard area 32 for which base flood elevations are included in the Flood Insurance Study or on the 33 FIRM and floodways have not been designated, hydrologic and hydraulic analyses that 34 demonstrate that the cumulative effect of the proposed development, when combined 35 with all other existing and anticipated flood hazard area encroachments, will not 36 increase the base flood elevation more than one (1) foot at any point within the 37 community. This requirement does not apply in isolated flood hazard areas not 38 connected to a riverine flood hazard area or in flood hazard areas identified as Zone 39 AO or Zone AH. 40 (3) For alteration of a watercourse, an engineering analysis prepared in accordance 41 with standard engineering practices which demonstrates that the flood-carrying capacity 10IPage H:\Planning and Regulation\FloodPlain Management\Caroline-Floodplain Management Program folder\FBC compliant Model Ord\2018 Drafts\State Model Ord -FDPO 8-2-18.docx Regular Text:State Model Ord. Underline Text:Local provision similar to existing FDPO language Double Underlined Text:Local provision that is new language DRAFT FBC Compliant FDPO 1 of the altered or relocated portion of the watercourse will not be decreased, and 2 certification that the altered watercourse shall be maintained in a manner which 3 preserves the channel's flood-carrying capacity; the applicant shall submit the analysis to 4 FEMA as specified in Section 62-44 of this ordinance. 5 (4) For activities that propose to alter sand dunes or mangrove stands in coastal 6 high hazard areas(Zone V), an engineering analysis that demonstrates that the proposed 7 alteration will not increase the potential for flood damage. 8 Sec. 62-44. - Submission of additional data. When additional hydrologic, hydraulic or other 9 engineering data, studies, and additional analyses are submitted to support an application, the 10 applicant has the right to seek a Letter of Map Change from FEMA to change the base flood 11 elevations, change floodway boundaries, or change boundaries of flood hazard areas shown 12 on FIRMs, and to submit such data to FEMA for such purposes. The analyses shall be prepared 13 by a Florida licensed engineer in a format required by FEMA. Submittal requirements and 14 processing fees shall be the responsibility of the applicant. 15 Secs. 62-45-62.50. – Reserved. 16 DIVISION 6. - INSPECTIONS 17 Sec. 62-61. -General. Development for which a floodplain development permit or approval 18 is required shall be subject to inspection. 19 Sec. 62-62. - Development other than buildings and structures. The Floodplain 20 Administrator shall inspect all development to determine compliance with the requirements of 21 this ordinance and the conditions of issued floodplain development permits or approvals. 22 Sec. 62-63. - Buildings, structures and facilities exempt from the Florida Building Code. 23 The Floodplain Administrator shall inspect buildings, structures and facilities exempt from the 24 Florida Building Code to determine compliance with the requirements of this ordinance and the 25 conditions of issued floodplain development permits or approvals. 26 Sec. 62-64. - Buildings, structures and facilities exempt from the Florida Building Code, 27 lowest floor inspection. Upon placement of the lowest floor, including basement, and prior to 28 further vertical construction, the owner of a building, structure or facility exempt from the Florida 29 Building Code, or the owner's authorized agent, shall submit to the Floodplain Administrator: 30 (1) If a design flood elevation was used to determine the required elevation of the 31 lowest floor, the certification of elevation of the lowest floor prepared and sealed by a 32 Florida licensed professional surveyor; or 33 (2) If the elevation used to determine the required elevation of the lowest floor was 34 determined in accordance with Section 62-42(3)(b) of this ordinance, the documentation 35 of height of the lowest floor above highest adjacent grade, prepared by the owner or the 36 owner's authorized agent. 37 Sec. 62-65. - Buildings, structures and facilities exempt from the Florida Building Code, 38 final inspection. As part of the final inspection, the owner or owner's authorized agent shall 11 IPage H:\Planning and Regulation\FloodPlain Management\Caroline-Floodplain Management Program folder\FBC compliant Model Ord\2018 Drafts\State Model Ord -FDPO 8-2-18.docx Regular Text:State Model Ord. Underline Text:Local provision similar to existing FDPO language Double Underlined Text:Local provision that is new language DRAFT FBC Compliant FDPO 1 submit to the Floodplain Administrator a final certification of elevation of the lowest floor or final 2 documentation of the height of the lowest floor above the highest adjacent grade; such 3 certifications and documentations shall be prepared as specified in Section 62-64 of this 4 ordinance. 5 Sec.62-66.-Manufactured homes.The Floodplain Administrator shall inspect manufactured 6 homes that are installed or replaced in flood hazard areas to determine compliance with the 7 requirements of this ordinance and the conditions of the issued permit. Upon placement of a 8 manufactured home, certification of the elevation of the lowest floor shall be submitted to the 9 Floodplain Administrator. 10 Secs. 62-67-62.70.–Reserved. 11 DIVISION 7. -VARIANCES AND APPEALS 12 Sec. 62-71. - Variances and appeals; in general. Requests for appeals and requests for 13 variances shall be processed in accordance with this section. Requests for appeals and 14 variances shall be accompanied with the fee specified in the Growth Management Department, 15 Development Services Fee Schedule. 16 (1) The Board of Zoning and Appeals shall hear and decide on requests for appeals when it 17 is alleged there is an error in any requirement, decision, or determination made by the 18 Floodplain Administrator in the administration and enforcement of this ordinance. The 19 Board of Zoning and Appeals shall hear requests for variances from the strict application 20 of the requirements of this ordinance and which are not requirements of the Florida 21 Building Code, in accordance with LDC section 10.09.00. Any person aggrieved by the 22 decision of the Board of Zoning and Appeals may appeal such decision to the Circuit 23 Court, as provided by Florida Statutes. 24 (2) Pursuant to section 553.73(5), F.S., the Board of Building Adjustments and Appeals shall 25 hear and decide on requests for appeals and requests for variances from the strict 26 application of the flood resistant construction requirements of the Florida Building Code. 27 This section does not apply to Section 3109 of the Florida Building Code, Building. 28 Sec. 62-72. - Limitations on authority to grant variances. The BZA shall base its decisions on 29 variances on technical justifications submitted by applicants, the considerations for issuance in 30 Section 62-76 of this ordinance, the conditions of issuance set forth in Section 62-77 of this 31 ordinance, and the comments and recommendations of the Floodplain Administrator and the 32 Building Official. The BZA has the right to attach such conditions as it deems necessary to further 33 the purposes and objectives of this ordinance. 34 Sec. 62-73. - Restrictions in floodways. A variance shall not be issued for any proposed 35 development in a floodway if any increase in base flood elevations would result, as evidenced 36 by the applicable analyses and certifications required in Section 62-43 of this ordinance. 37 Sec. 62-74. - Historic buildings. A variance is authorized to be issued for the repair, 38 improvement, or rehabilitation of a historic building that is determined eligible for the exception to 39 the flood resistant construction requirements of the Florida Building Code, Existing Building, 40 Chapter 12 Historic Buildings, upon a determination that the proposed repair, improvement, or 12IPage H:\Planning and Regulation\FloodPlain Management\Caroline-Floodplain Management Program folder\FBC compliant Model Ord\2018 Drafts\State Model Ord -FDPO 8-2-18.docx Regular Text:State Model Ord. Underline Text:Local provision similar to existing FDPO language Double Underlined Text:Local provision that is new language DRAFT FBC Compliant FDPO 1 rehabilitation will not preclude the building's continued designation as a historic building and the 2 variance is the minimum necessary to preserve the historic character and design of the building. 3 If the proposed work precludes the building's continued designation as a historic building, a 4 variance shall not be granted and the building and any repair, improvement, and rehabilitation 5 shall be subject to the requirements of the Florida Building Code. 6 Sec. 62-75. - Functionally dependent uses. A variance is authorized to be issued for the 7 construction or substantial improvement necessary for the conduct of a functionally 8 dependent use, as defined in this ordinance, provided the variance meets the requirements of 9 Section 62-73, is the minimum necessary considering the flood hazard, and all due consideration 10 has been given to use of methods and materials that minimize flood damage during occurrence 11 of the base flood. 12 Sec. 62-76. - Considerations for issuance of variances. In reviewing requests for variances, 13 the BZA shall consider all technical evaluations, all relevant factors, all other applicable provisions 14 of the Florida Building Code, this ordinance, and the following: 15 (1) The danger that materials and debris may be swept onto other lands resulting in 16 further injury or damage; 17 (2) The danger to life and property due to flooding or erosion damage; 18 (3) The susceptibility of the proposed development, including contents, to flood 19 damage and the effect of such damage on current and future owners; 20 (4) The importance of the services provided by the proposed development to the 21 community; 22 (5) The availability of alternate locations for the proposed development that are 23 subject to lower risk of flooding or erosion; 24 (6) The compatibility of the proposed development with existing and anticipated 25 development; 26 (7) The relationship of the proposed development to the comprehensive plan and 27 floodplain management program for the area; 28 (8) The safety of access to the property in times of flooding for ordinary and 29 emergency vehicles; 30 (9) The expected heights, velocity, duration, rate of rise and debris and sediment 31 transport of the floodwaters and the effects of wave action, if applicable, expected at the 32 site; and 33 (10) The costs of providing governmental services during and after flood conditions 34 including maintenance and repair of public utilities and facilities such as sewer, gas, 35 electrical and water systems, streets and bridges. 36 Sec. 62-77. -Conditions for issuance of variances. Variances shall be issued only upon: 13 I Page H:\Planning and Regulation\FloodPlain Management\Caroline-Floodplain Management Program folder\FBC compliant Model Ord\2018 Drafts\State Model Ord -FDPO 8-2-18.docx Regular Text:State Model Ord. Underline Text:Local provision similar to existing FDPO language Double Underlined Text:Local provision that is new language DRAFT FBC Compliant FDPO 1 (1) Submission by the applicant, of a showing of good and sufficient cause that the 2 unique characteristics of the size, configuration, or topography of the site limit compliance 3 with any provision of this ordinance or the required elevation standards; 4 (2) Determination by the BZA that: 5 (a) Failure to grant the variance would result in exceptional hardship due to the 6 physical characteristics of the land that render the lot undevelopable; increased 7 costs to satisfy the requirements or inconvenience do not constitute hardship; 8 (b) The granting of a variance will not result in increased flood heights, 9 additional threats to public safety, extraordinary public expense, nor create 10 nuisances, cause fraud on or victimization of the public or conflict with existing 11 local laws and ordinances; and 12 (c) The variance is the minimum necessary, considering the flood hazard, to 13 afford relief; 14 (3) Receipt of a signed statement by the applicant that the variance, if granted, shall 15 be recorded in the Office of the Clerk of the Court in such a manner that it appears in the 16 chain of title of the affected parcel of land; and 17 (4) If the request is for a variance to allow construction of the lowest floor of a new 18 building, or substantial improvement of a building, below the required elevation, a copy 19 in the record of a written notice from the Floodplain Administrator to the applicant for 20 the variance, specifying the difference between the base flood elevation and the 21 proposed elevation of the lowest floor, stating that the cost of federal flood insurance will 22 be commensurate with the increased risk resulting from the reduced floor elevation (up to 23 amounts as high as $25 for $100 of insurance coverage), and stating that construction 24 below the base flood elevation increases risks to life and property. 25 Secs. 62-78-62.80.–Reserved. 26 DIVISION 8. -VIOLATIONS 27 Sec. 62-81. - Violations. Any development that is not within the scope of the Florida Building 28 Code but that is regulated by this ordinance that is performed without an issued permit, that is in 29 conflict with an issued permit, or that does not fully comply with this ordinance, shall be deemed 30 a violation of this ordinance. A building or structure without the documentation of elevation of the 31 lowest floor, other required design certifications, or other evidence of compliance required by this 32 ordinance or the Florida Building Code is presumed to be a violation until such time as that 33 documentation is provided. 34 Sec. 62-82. - Authority. For development that is not within the scope of the Florida Building 35 Code but that is regulated by this ordinance and that is determined to be a violation, the 36 Floodplain Administrator is authorized to serve notices of violation or stop work orders to 37 owners of the property involved, to the owner's agent, or to the person or persons performing the 38 work. 14IPage H:\Planning and Regulation\FloodPlain Management\Caroline-Floodplain Management Program folder\FBC compliant Model Ord\2018 Drafts\State Model Ord -FDPO 8-2-18.docx Regular Text:State Model Ord. Underline Text:Local provision similar to existing FDPO language Double Underlined Text:Local provision that is new language DRAFT FBC Compliant FDPO 1 Sec. 62-83. - Unlawful continuance. Any person who shall continue any work after having been 2 served with a notice of violation or a stop work order, except such work as that person is directed 3 to perform to remove or remedy a violation or unsafe condition, shall be subject to penalties as 4 prescribed in the Collier County Consolidated Code Enforcement Ordinance as it may be 5 amended or replaced. 6 Secs. 62-84-62.90.–Reserved. 7 DIVISION 9. -TEMPORARY EMERGENCY HOUSING 8 Sec.62-91. -Establishing the need for temporary emergency housing. To establish the need 9 for temporary emergency housing, the Board of County Commissioners must determine and 10 declare by simple majority vote that an emergency condition exists due to a natural or man-made 11 disaster. Based upon that disaster declaration the County Manager, through the Emergency 12 Management Director and the Floodplain Administrator, is authorized to allow for temporary 13 emergency housing in the special flood hazard area. 14 Sec. 62-92. -Placement of temporary emergency housing within the flood hazard area. The 15 Board of County Commissioners or the County Manager or designee, in coordination with the 16 Floodplain Administrator, may allow for post-disaster emergency temporary manufactured 17 homes, recreational vehicles or similar resources provided by FEMA, the Florida Division of 18 Emergency Management, the Collier County Department of Emergency Management or 19 successor of any of the previously described organizations, within the flood hazard areas for a 20 period of six months. This period may be extended by the Board taking the extent and severity of 21 the disaster into account. 22 Sec. 62-93. -Coastal high hazard area. Temporary emergency housing shall not be located 23 within the coastal high hazard area (Zone V). 24 Sec. 62-94. - Installation standards. Manufactured homes shall be placed in a manner 25 consistent with Division 4 of Article III. Recreational vehicles or similar road ready vehicles shall 26 comply with the requirements of Division 5 of Article III. 27 Sec. 62-05. - Emergency notification and evacuation plan. An emergency notification and 28 evacuation plan shall be prepared to ensure the safety of the occupants of the temporary 29 emergency housing. The emergency notification and evacuation plan shall be submitted, within 30 thirty (30) days of occupancy of the temporary emergency housing units, for review and 31 approval to the Collier County Department of Emergency Management. 32 Sec. 62-96. - Permit for the Temporary Placement of Emergency Housing. Prior to the 33 placement of all temporary emergency housing in the special flood hazard area, the applicant 34 shall be required to submit a temporary permit application to the Floodplain Administrator 35 affirming that the structure is in compliance with this section and 44 CFR 60.3 (e). 36 Sec. 62-97. -Consistent with Post-Disaster Recovery Ordinance. The efforts specified in this 37 section shall be consistent with the Code of Laws and Ordinances Chapter 38 – Civil 38 Emergencies. 39 Secs. 62-98-62.100.–Reserved. 15 ' Page H:\Planning and Regulation\FloodPlain Management\Caroline-Floodplain Management Program folder\FBC compliant Model Ord\2018 Drafts\State Model Ord -FDPO 8-2-18.docx Regular Text:State Model Ord. Underline Text:Local provision similar to existing FDPO language Double Underlined Text:Local provision that is new language DRAFT FBC Compliant FDPO 1 ARTICLE II. - DEFINITIONS AND ACRONYMS 2 Sec. 62-101. — General. Unless otherwise expressly stated, the following words, terms, and 3 acronyms shall, for the purposes of this ordinance, have the meanings shown in this section. 4 Where terms are not defined in this ordinance and are defined in the Florida Building Code, such 5 terms shall have the meanings ascribed to them in that code. Where terms are not defined in this 6 ordinance or the Florida Building Code, such terms shall have ordinarily accepted meanings such 7 as the context implies. 8 Sec. 62-102. — Definitions. 9 Alteration of a watercourse. A dam, impoundment, channel relocation, change in channel 10 alignment, channelization, or change in cross-sectional area of the channel or the channel 11 capacity, or any other form of modification which may alter, impede, retard or change the direction 12 and/or velocity of the riverine flow of water during conditions of the base flood. 13 Appeal. A request for a review of the Floodplain Administrator's interpretation of any provision 14 of this ordinance. 15 ASCE 24. A standard titled Flood Resistant Design and Construction that is referenced by the 16 Florida Building Code. ASCE 24 is developed and published by the American Society of Civil 17 Engineers, Reston, VA. 18 Base flood. A flood having a 1-percent chance of being equaled or exceeded in any given year. 19 [Also defined in FBC, B, Section 202.] The base flood is commonly referred to as the "100 year 20 flood" or the "1-percent-annual chance flood." 21 Base flood elevation. The elevation of the base flood, including wave height, relative to the 22 National Geodetic Vertical Datum (NGVD), North American Vertical Datum (NAVD) or other 23 datum specified on the Flood Insurance Rate Map (FIRM). [Also defined in FBC, B, Section 24 202.] 25 Basement. The portion of a building having its floor subgrade (below ground level) on all sides. 26 [Also defined in FBC, B. Section 202.] 27 Coastal construction control line. The line established by the State of Florida pursuant to 28 section 161.053, F.S., and recorded in the official records of the community, which defines that 29 portion of the beach-dune system subject to severe fluctuations based on a 100-year storm surge, 30 storm waves or other predictable weather conditions. 31 Coastal A Zone. Area within a special flood hazard area, landward of a Zone V or landward of 32 an open coast without mapped coastal high hazard areas.The inland limit of the Coastal A Zone 33 is the Limit of Moderate Wave Action where delineated on the Flood Insurance Rate Map 34 (FIRM). 35 Coastal high hazard area. A special flood hazard area extending from offshore to the inland 36 limit of a primary frontal dune along an open coast and any other area subject to high velocity 37 wave action from storms or seismic sources. Coastal high hazard areas are also referred to as 16IPage H:\Planning and Regulation\FloodPlain Management\Caroline-Floodplain Management Program folder\FBC compliant Model Ord\2018 Drafts\State Model Ord -FDPO 8-2-18.docx Regular Text:State Model Ord. Underline Text:Local provision similar to existing FDPO language Double Underlined Text:Local provision that is new language DRAFT FBC Compliant FDPO 1 "high hazard areas subject to high velocity wave action" or "V Zones" and are designated on 2 Flood Insurance Rate Maps (FIRM) as Zone V1-V30, VE, or V. 3 De lar-tion of I—no R- ri ion Non- onver ion Air- -m-n . A form •r•vi•e• • the 4 Flo...I-in A•mini tr- er • se i•ne• b h- owner -ns r-c•rse• en he .r•.- •--d in Offi ial 5 Re ere .f he I-rk sf • rt . in. h- own-r air-- t• no env-rt .r m••i he fell.win. 6 construction in an manner that is inconsistent with the terms of the buildin•_•ermit and this 7 •rdin-nc-: 1 -n -n Is r- •-low .n -I-va -d • ildin• 2 r-wl/ nd-rfloor s.- es h. -re 8 mor- han 5 fe- in h-i.h m--sur-• fr•m th- lew- tin -rior eras- or fl.or o h- b. tom •f the 9 floor s stem above•3 a detached structure that is not elevated and is lar!_er than 120 s•uare 10 feet in area. 11 Design flood. The flood associated with the greater of the following two areas: [Also defined in 12 FBC, B, Section 202.] 13 (1) Area with a floodplain subject to a 1-percent or greater chance of flooding in any 14 year; or 15 (2) Area designated as a flood hazard area on the community's flood hazard map, or 16 otherwise legally designated. 17 Design flood elevation. The elevation of the "design flood," including wave height, relative to 18 the datum specified on the community's legally designated flood hazard map. In areas designated 19 as Zone AO, the design flood elevation shall be the elevation of the highest existing grade of the 20 building's perimeter plus the depth number (in feet) specified on the flood hazard map. In areas 21 designated as Zone AO where the depth number is not specified on the map, the depth number 22 shall be taken as being equal to 2 feet. [Also defined in FBC, B, Section 202.] 23 Development. Any man-made change to improved or unimproved real estate, including but not 24 limited to, buildings or other structures, tanks, temporary structures, temporary or permanent 25 storage of equipment or materials, mining, dredging, filling, grading, paving, excavations, drilling 26 operations or any other land disturbing activities. 27 Encroachment. The placement of fill, excavation, buildings, permanent structures or other 28 development into a flood hazard area which may impede or alter the flow capacity of riverine 29 flood hazard areas. 30 Existing building and existing structure. Any buildings and structures for which the start of 31 construction commenced before September 4, 1979. [Also defined in FBC, B, Section 202.] 32 Existing manufactured home park or subdivision. A manufactured home park or subdivision 33 for which the construction of facilities for servicing the lots on which the manufactured homes 34 are to be affixed (including, at a minimum, the installation of utilities, the construction of streets, 35 and either final site grading or the pouring of concrete pads) is completed before September 4, 36 1979. 37 Expansion to an existing manufactured home park or subdivision. The preparation of 38 additional sites by the construction of facilities for servicing the lots on which the manufactured 17IPage H:\Planning and Regulation\FloodPlain Management\Caroline-Floodplain Management Program folder\FBC compliant Model Ord\2018 Drafts\State Model Ord -FDPO 8-2-18.docx Regular Text:State Model Ord. Underline Text:Local provision similar to existing FDPO language Double Underlined Text:Local provision that is new language DRAFT FBC Compliant FDPO 1 homes are to be affixed (including the installation of utilities, the construction of streets, and either 2 final site grading or the pouring of concrete pads). 3 Federal Emergency Management Agency (FEMA). The federal agency that, in addition to 4 carrying out other functions, administers the National Flood Insurance Program. 5 Flood or flooding. A general and temporary condition of partial or complete inundation of 6 normally dry land from: [Also defined in FBC, B, Section 202.] 7 (1) The overflow of inland or tidal waters. 8 (2) The unusual and rapid accumulation or runoff of surface waters from any source. 9 Flood damage-resistant materials.Any construction material capable of withstanding direct and 10 prolonged contact with floodwaters without sustaining any damage that requires more than 11 cosmetic repair. [Also defined in FBC, B, Section 202.] 12 Flood hazard area. The greater of the following two areas: [Also defined in FBC, B, Section 13 202.] 14 (1) The area within a floodplain subject to a 1-percent or greater chance of flooding in 15 any year. 16 (2) The area designated as a flood hazard area on the community's flood hazard 17 map, or otherwise legally designated. 18 Flood Insurance Rate Map (FIRM). The official map of the community on which the Federal 19 Emergency Management Agency has delineated both special flood hazard areas and the risk 20 premium zones applicable to the community. [Also defined in FBC, B, Section 202.] 21 Flood Insurance Study (FIS). The official report provided by the Federal Emergency 22 Management Agency that contains the Flood Insurance Rate Map, the Flood Boundary and 23 Floodway Map (if applicable), the water surface elevations of the base flood, and supporting 24 technical data. [Also defined in FBC, B, Section 202.] 25 Floodplain Administrator. The office or position designated and charged with the administration 26 and enforcement of this ordinance. 27 Floodplain development permit or approval. An official document or certificate issued by the 28 community, or other evidence of approval or concurrence, which authorizes performance of 29 specific development activities that are located in flood hazard areas and that are determined 30 to be compliant with this ordinance. For the purposes of this Ordinance, this is synonymous with 31 the local site development plan, construction plans, or building permit, as applicable, (i.e., any 32 County authorization which must be approved by the County prior to proceeding with any 33 "development".) 34 Floodway. The channel of a river or other riverine watercourse and the adjacent land areas that 35 must be reserved in order to discharge the base flood without cumulatively increasing the water 36 surface elevation more than one (1) foot. [Also defined in FBC, B, Section 202.] 18 Page H:\Planning and Regulation\FloodPlain Management\Caroline-Floodplain Management Program folder\FBC compliant Model Ord\2018 Drafts\State Model Ord -FDPO 8-2-18.docx Regular Text:State Model Ord. Underline Text:Local provision similar to existing FDPO language D. bl- n.-rlin-.T-x :L. al rrovi ion h.t i n-w I.n: DRAFT FBC Compliant FDPO 1 Floodway encroachment analysis. An engineering analysis of the impact that a proposed 2 encroachment into a floodway is expected to have on the floodway boundaries and base flood 3 elevations; the evaluation shall be prepared by a qualified Florida licensed engineer using 4 standard engineering methods and models. 5 Florida Building Code. The family of codes adopted by the Florida Building Commission, 6 including: Florida Building Code, Building; Florida Building Code, Residential; Florida Building 7 Code, Existing Building; Florida Building Code, Mechanical; Florida Building Code, Plumbing; 8 Florida Building Code, Fuel Gas. 9 Functionally dependent use. A use which cannot perform its intended purpose unless it is 10 located or carried out in close proximity to water, including only docking facilities, port facilities 11 that are necessary for the loading and unloading of cargo or passengers, and ship building and 12 ship repair facilities; the term does not include long-term storage or related manufacturing 13 facilities. 14 Hardship. As related to variances from this Ordinance, hardship means the exceptional 15 hardship associated with the land that would result from a failure to grant the requested variance. 16 The community requires that the variance is exceptional, unusual, and peculiar to the property 17 involved. Mere economic or financial hardship alone is not exceptional. Inconvenience, aesthetic 18 considerations, physical handicaps, personal preferences, or the disapproval of one's neighbors 19 likewise cannot, as a rule, qualify as an exceptional hardship. All of these problems can be 20 resolved through other means without granting a variance, even if the alternative is more 21 expensive, or requires the property owner to build elsewhere or put the parcel to a different use 22 than originally intended. 23 Highest adjacent grade. The highest natural elevation of the ground surface prior to 24 construction next to the proposed walls or foundation of a structure. 25 Historic structure. Any structure that is determined eligible for the exception to the flood hazard 26 area requirements of the Florida Building Code, Existing Building, Chapter 12 Historic Buildings. 27 Letter of Map Change (LOMC). An official determination issued by FEMA that amends or 28 revises an effective Flood Insurance Rate Map or Flood Insurance Study. Letters of Map 29 Change include: 30 Letter of Map Amendment(LOMA): An amendment based on technical data showing that 31 a property was incorrectly included in a designated special flood hazard area. A LOMA 32 amends the current effective Flood Insurance Rate Map and establishes that a specific 33 property, portion of a property, or structure is not located in a special flood hazard area. 34 Letter of Map Revision (LOMR): A revision based on technical data that may show 35 changes to flood zones, flood elevations, special flood hazard area boundaries and 36 floodway delineations, and other planimetric features. 37 Letter of Map Revision Based on Fill (LOMR-F): A determination that a structure or parcel 38 of land has been elevated by fill above the base flood elevation and is, therefore, no longer 39 located within the special flood hazard area. In order to qualify for this determination, 19IPage H:\Planning and Regulation\FloodPlain Management\Caroline-Floodplain Management Program folder\FBC compliant Model Ord\2018 Drafts\State Model Ord -FDPO 8-2-18.docx Regular Text:State Model Ord. Underline Text:Local provision similar to existing FDPO language Double Underlined Text:Local provision that is new language DRAFT FBC Compliant FDPO 1 the fill must have been permitted and placed in accordance with the community's 2 floodplain management regulations. 3 Conditional Letter of Map Revision (CLOMR): A formal review and comment as to whether 4 a proposed flood protection project or other project complies with the minimum NFIP 5 requirements for such projects with respect to delineation of special flood hazard areas. 6 A CLOMR does not revise the effective Flood Insurance Rate Map or Flood Insurance 7 Study; upon submission and approval of certified as-built documentation, a Letter of Map 8 Revision may be issued by FEMA to revise the effective FIRM. 9 Light-duty truck. As defined in 40 C.F.R. 86.082-2, any motor vehicle rated at 8,500 pounds 10 Gross Vehicular Weight Rating or less which has a vehicular curb weight of 6,000 pounds or less 11 and which has a basic vehicle frontal area of 45 square feet or less, which is: 12 (1) Designed primarily for purposes of transportation of property or is a derivation of 13 such a vehicle, or 14 (2) Designed primarily for transportation of persons and has a capacity of more than 15 12 persons; or 16 (3) Available with special features enabling off-street or off-highway operation and 17 use. 18 Limit of Moderate Wave Action (LiMWA). Line shown on FIRMs to indicate the inland limit of 19 the 1 1/2-foot breaking wave height during the base flood. 20 Lowest floor. The lowest floor of the lowest enclosed area of a building or structure, including 21 basement, but excluding any unfinished or flood-resistant enclosure, other than a basement, 22 usable solely for vehicle parking, building access or limited storage provided that such enclosure 23 is not built so as to render the structure in violation of the non-elevation requirements of the Florida 24 Building Code or ASCE 24. [Also defined in FBC, B, Section 202.] 25 Mangrove stand. An assemblage of mangrove trees which are mostly low trees noted for a 26 copious development of interlacing adventitious roots above ground and which contain one or 27 more of the following species: Black mangrove(Avicennia germinans); red mangrove(Rhizophora 28 mangle); white mangrove (Laguncularia racemosa); and buttonwood (Conocarpus erecta). 29 Manufactured home. A structure, transportable in one or more sections, which is eight (8) feet 30 or more in width and greater than four hundred (400) square feet, and which is built on a 31 permanent, integral chassis and is designed for use with or without a permanent foundation when 32 attached to the required utilities. The term "manufactured home" does not include a "recreational 33 vehicle" or "park trailer." [Also defined in 15C-1.0101, F.A.C.] 34 Manufactured home park or subdivision. A parcel (or contiguous parcels) of land divided into 35 two or more manufactured home lots for rent or sale. 36 Market value. The price at which a property will change hands between a willing buyer and a 37 willing seller, neither party being under compulsion to buy or sell and both having reasonable 38 knowledge of relevant facts. As used in this ordinance, the term refers to the market value of 20IPage H:\Planning and Regulation\FloodPlain Management\Caroline-Floodplain Management Program folder\FBC compliant Model Ord\2018 Drafts\State Model Ord -FDPO 8-2-18.docx Regular Text:State Model Ord. Underline Text:Local provision similar to existing FDPO language Double Underlined Text:Local provision that is new language DRAFT FBC Compliant FDPO 1 buildings and structures, excluding the land and other improvements on the parcel. Market value 2 may be established by a qualified independent appraiser, Actual Cash Value (replacement cost 3 depreciated for age and quality of construction), or tax assessment value adjusted to approximate 4 market value by a factor provided by the Property Appraiser 5 National Geodetic Vertical Datum(NGVD)of 1929 means a vertical control used as a reference 6 for establishing varying elevations within the Floodplain. Elevation information based upon NGVD 7 and used for Floodplain management purposes prior to March 14, 2011, may continue to be used 8 provided there is also converted elevation information based upon NAVD. After March 14, 2011, 9 all elevation information submitted with a Development permit shall utilize NAVD. 10 New construction. For the purposes of administration of this ordinance and the flood resistant 11 construction requirements of the Florida Building Code, structures for which the start of 12 construction commenced on or after September 4, 1979 and includes any subsequent 13 improvements to such structures. 14 New manufactured home park or subdivision. A manufactured home park or subdivision 15 for which the construction of facilities for servicing the lots on which the manufactured homes 16 are to be affixed (including at a minimum, the installation of utilities, the construction of streets, 17 and either final site grading or the pouring of concrete pads) is completed on or after September 18 4, 1979. 19 North American Vertical Datum (NAVD) of 1988 means a vertical control used as a reference 20 for establishing varying elevations within the Floodplain. After March 14, 2011, all elevation 21 information submitted with a Development permit shall utilize NAVD. 22 Park trailer. A transportable unit which has a body width not exceeding fourteen (14) feet and 23 which is built on a single chassis and is designed to provide seasonal or temporary living quarters 24 when connected to utilities necessary for operation of installed fixtures and appliances. [Defined 25 in 320.01, F.S.] 26 Recreational vehicle. A vehicle, including a park trailer, which is: [See section 320.01, F.S.) 27 (1) Built on a single chassis; 28 (2) Four hundred (400) square feet or less when measured at the largest horizontal 29 projection; 30 (3) Designed to be self propelled or permanently towable by a light-duty truck; and 31 (4) Designed primarily not for use as a permanent dwelling but as temporary living 32 quarters for recreational, camping, travel, or seasonal use. 33 Sand dunes. Naturally occurring accumulations of sand in ridges or mounds landward of the 34 beach. 35 Special flood hazard area. An area in the floodplain subject to a 1 percent or greater chance of 36 flooding in any given year. Special flood hazard areas are shown on FIRMs as Zone A, AO, Al 37 A30, AE, A99, AH, V1 V30, VE or V. [Also defined in FBC, B Section 202.] 21IPage H:\Planning and Regulation\FloodPlain Management\Caroline-Floodplain Management Program folder\FBC compliant Model Ord\2018 Drafts\State Model Ord -FDPO 8-2-18.docx Regular Text:State Model Ord. Underline Text:Local provision similar to existing FDPO language Double Underlined Text:Local provision that is new lan•ua•e DRAFT FBC Compliant FDPO 1 Start of construction. The date of issuance for new construction and substantial 2 improvements to existing structures, provided the actual start of construction, repair, 3 reconstruction, rehabilitation, addition, placement, or other improvement is within 180 days of the 4 date of the issuance. The actual start of construction means either the first placement of 5 permanent construction of a building (including a manufactured home) on a site, such as the 6 pouring of slab or footings, the installation of piles, or the construction of columns. 7 Permanent construction does not include land preparation (such as clearing, grading, or 8 filling), the installation of streets or walkways, excavation for a basement, footings, piers, or 9 foundations, the erection of temporary forms or the installation of accessory buildings such as 10 garages or sheds not occupied as dwelling units or not part of the main buildings. For a 11 substantial improvement, the actual"start of construction" means the first alteration of any wall, 12 ceiling, floor or other structural part of a building,whether or not that alteration affects the external 13 dimensions of the building. [Also defined in FBC, B Section 202.] 14 Substantial damage. Damage of any origin sustained by a building or structure whereby the cost 15 of restoring the building or structure to its before-damaged condition would equal or exceed 50 16 percent of the market value of the building or structure before the damage occurred. [Also 17 defined in FBC, B Section 202.] 18 Substantial improvement.Any repair, reconstruction, rehabilitation, alteration, addition, or other 19 improvement of a building or structure, the cost of which equals or exceeds 50 percent of the 20 market value of the building or structure before the improvement or repair is started. If the 21 structure has incurred substantial damage, any repairs are considered substantial improvement 22 regardless of the actual repair work performed. The term does not, however, include either: [Also 23 defined in FBC, B, Section 202.] 24 (1) Any project for improvement of a building required to correct existing health, 25 sanitary, or safety code violations identified by the building official and that are the 26 minimum necessary to assure safe living conditions. 27 (2) Any alteration of a historic structure provided the alteration will not preclude the 28 structure's continued designation as a historic structure. [See Instructions and Notes] 29 Temporary emergency housing: Typically provided by FEMA or the Florida Division of 30 Emergency Management (FDEM) in accordance with guidance noted in the Stafford Act and/or 31 the Post-Katrina Emergency Management Reform Act and similar laws. FEMA or the Florida 32 Division of Emergency Management may provide housing resources via its contractor or other 33 approved agency such as the U.S. Department of Housing and Urban Development and others 34 to provide for temporary emergency housing including but not limited to: modular homes, mobile 35 homes, component homes, cottages, camper trailers, or some other type of temporary living 36 quarters intended to house displaced residents impacted by a natural or man-made disaster 37 event. 38 Variance. A grant of relief from the requirements of this ordinance, or the flood resistant 39 construction requirements of the Florida Building Code, which permits construction in a manner 40 that would not otherwise be permitted by this ordinance or the Florida Building Code. 22IPage H:\Planning and Regulation\FloodPlain Management\Caroline-Floodplain Management Program folder\FBC compliant Model Ord\2018 Drafts\State Model Ord -FDPO 8-2-18.docx Regular Text:State Model Ord. Underline Text:Local provision similar to existing FDPO language Double Underlined Text:Local provision that is new language DRAFT FBC Compliant FDPO 1 Watercourse. The channel and banks of a lake, river, creek, stream, wash, channel or other 2 topographic feature in, on, through, or over which water flows at least periodically. The 3 watercourse does not include the adjoining floodplain areas. 4 Wet season water table elevation (WSWT). The elevation, in relation to the NAVD of 1988, of 5 the groundwater during that period of time each year in which the upper surface of the 6 groundwater, or that level below which the soil or underlying rock material is wholly saturated with 7 water, can normally be expected to be at its highest level. Water table elevation is measured 8 from the soil surface downward to the upper level of saturated soil or upward to the free water 9 level. The WSWT may be determined using the South Florida Water Management District's 10 Environmental Resource Permit Information Manual 2014 (amended through August 7, 2016), 11 Part 111 – References and Design Aids, Section D (Determination of Seasonal High Water 12 Table), as amended, or other methodology as approved by the Florida Department of 13 Environmental Protection. 14 Zone X. The designation used on Flood Insurance Rate Maps to identify areas outside the 15 Special Flood Hazard Area. No flood elevations or depths are shown in this zone, and 16 mandatory Federal flood insurance purchase requirements do not apply. Flood insurance is 17 optional and available. Zone X may be: 18 • Zone X-500 (also known as Zone X Shaded)which represents the area outside of 19 the 1-percent annual chance Floodplain but within the 0.2-percent annual chance 20 Floodplain, and 21 • Zone X (also known as Zone X Unshaded) which represents the area outside of 22 the 0.2-percent annual chance Floodplain. 23 Sec. 62-103.–Acronyms. ASCE American Society of Civil Engineers BFE Base flood elevation FEMA Federal Emergency Management Agency FIRM Flood Insurance Rate Map FIS Flood Insurance Study NAVD North American Vertical Datum NFIP National Flood Insurance Program NGVD National Geodetic Vertical Datum WSWT Wet season water table 24 25 Secs. 62-104-62.110. – Reserved. 26 ARTICLE III. - FLOOD RESISTANT DEVELOPMENT 27 DIVISION 1. - BUILDINGS AND STRUCTURES 28 Sec. 62-111.–Design and construction of buildings, structures and facilities exempt from 29 the Florida Building Code. Pursuant to Section 62-33 of this ordinance, buildings, structures, 30 and facilities that are exempt from the Florida Building Code, including substantial improvement 23IPage H:\Planning and Regulation\FloodPlain Management\Caroline-Floodplain Management Program folder\FBC compliant Model Ord\2018 Drafts\State Model Ord -FDPO 8-2-18.docx Regular Text:State Model Ord. Underline Text:Local provision similar to existing FDPO language Double Underlined Text:Local provision that is new language DRAFT FBC Compliant FDPO 1 or repair of substantial damage of such buildings, structures and facilities, shall be designed and 2 constructed in accordance with the flood load and flood resistant construction requirements of 3 ASCE 24. Structures exempt from the Florida Building Code that are not walled and roofed 4 buildings shall comply with the requirements of Division 7 of this article. 5 Sec. 62-112. — Enclosures below the lowest floor. Enclosed areas below elevated buildings 6 and structures shall com•I with the re•uirements of the Florida Buildin• Code shall be limited 7 to parking of vehicles. st•ra.e, and buildin• access. and shall comply with the followin•: 8 (1) Access to the enclosed area shall be minimum necessa to allow for Parkins of 9 vehicles (gar-se doer , limited storage of maintenance eaui•ment used in connection 10 with the premises (standard exterior door measurina 3.0 ft. by 8.0 ft.). or ent to the 11 living area (stairway or elevator): 12 (2) The interior portion of such enclosed area shall be unfinished or temperature- 13 controlled (air conditioned); 14 _ All are- that .r- •a i ioned wi hin he en los-• -rea hall be vent-• in 15 accordance with the Florida Building Code. 16 (4) All construction below the lowest floor shall be built with flood damase-resistant 17 materials. for example: pressure treated wood and water-durable and mold resistant 18 cement backerboard. 19 (5) Section 114.3 r-•ardina a Declaration of Land Restriction Non-conversion 20 agreement). 21 Sec. 62-113. — Detached accessory structures. Detached accessory structures that are not 22 -I-vate• ear-•es •el sh-•s s eras- • ildin• st-- SS 10'-21'-40' era.- cont-iners - . 23 may b- eositioned on th- •round or a slab. properly vented.and adeauatel anchored to withstand 24 wind and buo anc forces or secured to Biers. A •ro•ert owner must •rovide a si•ned 25 Declaration of Land Restriction (Non-conversion agreement) prior to the issuance of the certificate 26 •f c•m.leti•n for .- -ch-• acce o r ctur- that -re ne el-vated -nd are •reat-r than 120 27 square feet. 28 Sec.62-114.—Design and construction of nonresidential farm buildin•s on farms. Pursuant 29 to Section 62-33 of this ordinance. nonresidential farm buildings on farms that are exempt from 30 the Florida Building Code. inclu•in• substantial im•rovement or repair of substantial dama•e 31 of such buildings, shall be designed and constructed in accordance with the flood load and flood 32 resistant construction requirements of ASCE 24. If required to be elevated in accordance with 33 ASCE 24, nonresidential farm buildings on farms shall be elevated to or above the base flood 34 elevation. Structures exempt from the Florida Building Code that are not walled and roofed 35 buildings shall comply with the requirements of Division 7 of this article. 36 Sec. 62-115. — Permanently-mounted air-conditioners, generators, and other exterior 37 mechanical - •ui•men When install-d with new •nstr cti•n or r-•lac-• as •.rt of bs -n ial 38 improvement or repair of substantial dams•- Dermanen Iji-rTHOLIinteroll •ener.tors, 39 -nd o her ex erior mech-nic-I -•ui•ment hall b- el-v. es • or -bov- he -1-vati.n r-. ire. • 24IPage H:\Planning and Regulation\FloodPlain Management\Caroline-Floodplain Management Program folder\FBC compliant Model Ord\2018 Drafts\State Model Ord -FDPO 8-2-18.docx Regular Text:State Model Ord. Underline Text:Local provision similar to existing FDPO language Double Underlined Text:Local provision that is new language DRAFT FBC Compliant FDPO 1 he Rini.. B il•in. C•d- - Re i•en i.l - . R 22.1.6 .r Florid. B il•in• C•.- — Buildin• S- . 2 1612 ASCE 24 as a..licable. When not •art of substantial im•rovement or re•air of substantial 3 •.m.•- r-.la -men if .-rm.n-ntl -m.unted .ir- .n•i ion-r .en-r- .rs .nd ex -rior 4 mechanical equipment shall be elevated to or above the BFE or the lowest floor elevation of the 5 building served. 6 Sec. 62-116. — Pool E•ui•ment. When installed with new construction •ool e.ui•ment shall be 7 elevated to or above the elevation required by the Florida Building Code — Residential R322.1.6 8 .r Florid- B il•in• .d- — B ildin• e . 1.12 A E 24 .s -••li .ble. Wh-r- n-w •.ol 9 e•uipment is installed on an existing pool, the pool e•ui•ment shall be elevated to or above the 10 lowest floor elevation of the Buildin• -rved. Wher- Do•I eauiom-n is ins -ll-. • r-•1-c- exi in• 11 pool equipment, the new pool equipment shall be elevated to or above the elevation of the existing 12 •sol e: i.m-nt. Inca - wh-reth- -ley. ion •f •ool -•ui.m-n will hind-r -c e for r-•air .nd 13 maintenance - I-t -r m. •e submi t-d • th- .o.1 on ra .r t. he • ildin• .ffi ial 14 •em•nstr. in. th. th- e.ui.m-n .n b- inst-Il-• t• r-si flood f•rc- .nd i Fl .rote -• •-r 15 he Na ion_I Ele tri od- NE 2014 681.21 _- as m. •- -m-n•ed from ime t• ime. 16 Sec. 62-117. — Buildings and structures seaward of the coastal construction control line. 17 If extending, in whole or in part, seaward of the coastal construction control line and also 18 located, in whole or in part, in a flood hazard area: 19 (1) Buildings and structures shall be designed and constructed to comply with the 20 more restrictive applicable requirements of the Florida Building Code, Building Section 21 3109 and Section 1612 or Florida Building Code, Residential Section R322. 22 (2) Minor structures and non-habitable major structures as defined in section 161.54, 23 F.S., shall be designed and constructed to comply with the intent and applicable provisions 24 of this ordinance and ASCE 24. 25 Sec. 62-118. — Lowest floor elevation requirements for Residential buildings. Area below the 26 lowest floor shall be limited to storage, access, and parking. 27 (1) Residential buildings subject to South Florida Water Management District Permit 28 requirements or were previously approved to a 100 year, three-day, zero- 29 discharge stormwater plan standard, shall have the lowest floor elevated at or 30 above the elevation required by the District Permit, Florida Building Code, or Sec. 31 62-119, below, as applicable. 32 (2) All residential buildings not subject to (1) and located in a flood hazard area, Zone 33 X-500, and Zone X shall have the lowest floor elevated at or above the elevation 34 required by the Florida Building code or as follows, whichever is higher: 35 a. Buildings located on a paved road must be elevated 18 inches above the 36 crown of the nearest street or interior finished roadway system. In the event 37 that the nearest street or interior finished roadway system is located on an 38 evacuation route or other unusually high pavement elevation as agreeable 39 by the County Engineer, the residential building may be elevated a 40 minimum of 18 inches above the crown of the nearest side street. 25IPage H:\Planning and Regulation\FloodPlain Management\Caroline-Floodplain Management Program folder\FBC compliant Model Ord\2018 Drafts\State Model Ord -FDPO 8-2-18.docx Regular Text:State Model Ord. Underline Text:Local provision similar to existing FDPO language Double Underlined Text:Local provision that is new language DRAFT FBC Compliant FDPO 1 b. Residential buildings located on a graded or otherwise unfinished road 2 must be elevated a minimum of 24 inches above the crown of the nearest 3 street. 4 c. Attached garages and lanais for residential buildings shall have the lowest 5 slab at or above the crown of the nearest street. See Section 62-113 for 6 detached structures. 7 d. On parcels where unusual topographic conditions exist and the standard 8 conditions established in Subsection 62-118(1)a., b., and c. above cannot 9 be reasonably applied, the Building Official will consider requests to 10 decrease the lowest floor elevation. All requests will require an analysis, by 11 a professional engineer, of the 100-year, 3-day storm event using zero 12 discharge, for the entire discharge, for the drainage basin in which the 13 proposed structure is located. Reductions may be allowed on the basis of 14 the analysis, but in no case, shall the lowest floor be less than the elevation 15 required by the Florida Building Code. 16 Sec. 62-119 – Buildings and structures removed from the special flood hazard area. 17 Buildings and structures removed from the special flood hazard area shall be elevated so that 18 the lowest slab, such as a garage, lanai, enclosure, etc. is above the lowest lot elevation 19 (GROUND) as identified on the Letter of Map Change provided by FEMA. Further, the lowest 20 adjacent grade of a building or structure must be at or above the base flood elevation as 21 established on the DFIRM. 22 Secs. 62-120-62.130. – Reserved. 23 DIVISION 2. - SUBDIVISIONS 24 Sec. 62-131. – Minimum requirements. Subdivision proposals, including proposals for 25 manufactured home parks and subdivisions, shall be reviewed to determine that: 26 (1) Such proposals are consistent with the need to minimize flood damage and will be 27 reasonably safe from flooding; 28 (2) Where the subdivision has more than 50 lots or is larger than 5 acres and base 29 flood elevations are not included on the FIRM, the base flood elevations are 30 determined in accordance with Section 62-42(1) of this ordinance; and 31 (3) All public utilities and facilities such as sewer, gas, electric, communications, and 32 water systems are located and constructed to minimize or eliminate flood damage; and 33 (4) Adequate drainage is provided to reduce exposure to flood hazards; in Zones AH 34 and AO, adequate drainage paths shall be provided to guide floodwaters around and away 35 from proposed structures; and 36 (5) The site improvement and utilities requirements of Division 3 of this article are 37 satisfied. 38 Secs. 62-132-62.140.– Reserved. 26IPage H:\Planning and Regulation\FloodPlain Management\Caroline-Floodplain Management Program folder\FBC compliant Model Ord\2018 Drafts\State Model Ord -FDPO 8-2-18.docx Regular Text:State Model Ord. Underline Text:Local provision similar to existing FDPO language Double Underlined Text:Local provision that is new language DRAFT FBC Compliant FDPO 1 DIVISION 3. - SITE IMPROVEMENTS, UTILITIES AND LIMITATIONS 2 Sec. 62-141. – Minimum requirements. All proposed new development shall be reviewed to 3 determine that: 4 (1) Such proposals are consistent with the need to minimize flood damage and will be 5 reasonably safe from flooding; 6 (2) All public utilities and facilities such as sewer, gas, electric, communications, and 7 water systems are located and constructed to minimize or eliminate flood damage; and 8 (3) Adequate drainage is provided to reduce exposure to flood hazards; in Zones AH 9 and AO, adequate drainage paths shall be provided to guide floodwaters around and away 10 from proposed structures. 11 Sec. 62-142. – Sanitary sewage facilities. All new and replacement sanitary sewage facilities, 12 private sewage treatment plants (including all pumping stations and collector systems), and on- 13 site waste disposal systems shall be designed in accordance with the standards for onsite sewage 14 treatment and disposal systems in Chapter 64E-6, F.A.C. and ASCE 24 Chapter 7 to minimize or 15 eliminate infiltration of floodwaters into the facilities and discharge from the facilities into flood 16 waters, and impairment of the facilities and systems. 17 Sec. 62-143. –Water supply facilities. All new and replacement water supply facilities shall be 18 designed in accordance with the water well construction standards in Chapter 62-532.500, F.A.C. 19 and ASCE 24 Chapter 7 to minimize or eliminate infiltration of floodwaters into the systems. 20 Sec. 62-144. – Limitations on sites in regulatory floodways. No development, including but 21 not limited to site improvements, and land disturbing activity involving fill or regrading, shall be 22 authorized in the regulatory floodway unless the floodway encroachment analysis required in 23 Section 62-43(1) of this ordinance demonstrates that the proposed development or land 24 disturbing activity will not result in any increase in the base flood elevation. 25 Sec. 62-145. – Limitations on placement of fill. Subject to the limitations of this ordinance, fill 26 shall be designed to be stable under conditions of flooding including rapid rise and rapid 27 drawdown of floodwaters, prolonged inundation, and protection against flood-related erosion and 28 scour. In addition to these requirements, if intended to support buildings and structures (Zone A 29 only), fill shall comply with the requirements of the Florida Building Code. 30 Sec. 62-146. – Limitations on sites in coastal high hazard areas (Zone V). In coastal high 31 hazard areas, alteration of sand dunes and mangrove stands shall be permitted only if such 32 alteration is approved by the Florida Department of Environmental Protection and only if the 33 engineering analysis required by Section 62-43(4) of this ordinance demonstrates that the 34 proposed alteration will not increase the potential for flood damage. Construction or restoration 35 of dunes under or around elevated buildings and structures shall comply with Section 62-198(3) 36 of this ordinance. 37 Secs. 62-147-62.150. – Reserved. 38 DIVISION 4. - MANUFACTURED HOMES 27IPage H:\Planning and Regulation\FloodPlain Management\Caroline-Floodplain Management Program folder\FBC compliant Model Ord\2018 Drafts\State Model Ord -FDPO 8-2-18.docx Regular Text:State Model Ord. Underline Text:Local provision similar to existing FDPO language Double Underlined Text:Local provision that is new language DRAFT FBC Compliant FDPO 1 Sec. 62-151. — General. All manufactured homes installed in flood hazard areas shall be 2 installed by an installer that is licensed pursuant to section 320.8249, F.S., and shall comply with 3 the requirements of Chapter 15C-1, F.A.C. and the requirements of this ordinance. If located 4 seaward of the coastal construction control line, all manufactured homes shall comply with 5 the more restrictive of the applicable requirements. 6 Sec. 62-152. — Foundations. All new manufactured homes and replacement manufactured 7 homes installed in flood hazard areas shall be installed on permanent foundations that: 8 (1) In flood hazard areas (Zone A) other than coastal high hazard areas, are 9 designed in accordance with the foundation requirements of the Florida Building Code, 10 Residential Section R322.2 and this ordinance. Foundations for manufactured homes 11 subject to Section 62-156 of this ordinance are permitted to be reinforced piers or other 12 foundation elements of at least equivalent strength. 13 (2) In coastal high hazard areas (Zone V), are designed in accordance with the 14 foundation requirements of the Florida Building Code, Residential Section R322.3 and this 15 ordinance. 16 Sec. 62-153. — Anchoring. All new manufactured homes and replacement manufactured 17 homes shall be installed using methods and practices which minimize flood damage and shall be 18 securely anchored to an adequately anchored foundation system to resist flotation, collapse or 19 lateral movement. Methods of anchoring include, but are not limited to, use of over-the-top or 20 frame ties to ground anchors. This anchoring requirement is in addition to applicable state and 21 local anchoring requirements for wind resistance. 22 Sec. 62-154. — Elevation. Manufactured homes that are placed, replaced, or substantially 23 improved shall comply with Section 62-155 or 62-156 of this ordinance, as applicable. 24 Sec. 62-155. — General elevation requirement. Unless subject to the requirements of Section 25 62-154 of this ordinance, all manufactured homes that are placed, replaced, or substantially 26 improved on sites located: (a) outside of a manufactured home park or subdivision; (b) in a 27 new manufactured home park or subdivision; (c) in an expansion to an existing 28 manufactured home park or subdivision; or (d) in an existing manufactured home park or 29 subdivision upon which a manufactured home has incurred substantial damage as the result 30 of a flood, shall be elevated such that the lowest floor is at or above the elevation required, as 31 applicable to the flood hazard area, in the Florida Building Code, Residential Section R322.2 32 (Zone A) or Section R322.3 (Zone V). 33 Sec. 62-156. — Elevation requirement for certain existing manufactured home parks and 34 subdivisions. Manufactured homes that are not subject to Section 62-155 of this ordinance, 35 including manufactured homes that are placed, replaced, or substantially improved on sites 36 located in an existing manufactured home park or subdivision, unless on a site where 37 substantial damage as result of flooding has occurred, shall be elevated such that either the: 38 (1) Lowest Floor of the manufactured home is at or above the elevation required, as 39 applicable to the flood hazard area, in the Florida Building Code, Residential Section 40 R322.2 (Zone A) or Section R322.3 (Zone V); or 28 IPage H:\Planning and Regulation\FloodPlain Management\Caroline-Floodplain Management Program folder\FBC compliant Model Ord\2018 Drafts\State Model Ord -FDPO 8-2-18.docx Regular Text:State Model Ord. Underline Text:Local provision similar to existing FDPO language Double Underlined Text:Local provision that is new language DRAFT FBC Compliant FDPO 1 (2) Bottom of the frame is supported by reinforced piers or other foundation elements 2 of at least equivalent strength that are not less than 36 inches in height above grade. 3 Sec. 62-157.–Enclosures. Enclosed areas below elevated manufactured homes shall comply 4 with the requirements of the Florida Building Code, Residential Section R322 for such enclosed 5 areas, as applicable to the flood hazard area. If semi-rigid skirting is attached to the 6 manufactured home frame. documentation shall be provided by a registered design professional 7 stating the skirting does not provide structural support and will collapse under wind and water 8 loads that are ex•ecte• during occurrence of the base flood without causing structural damage to 9 the elevated home or foundation. 10 Sec. 62-158.–Utility equipment. Utility equipment that serves manufactured homes, including 11 electric, heating, ventilation, plumbing, and air conditioning equipment, and other service facilities, 12 shall comply with the requirements of the Florida Building Code, Residential Section R322, as 13 applicable to the flood hazard area. Replacement of permanently-mounted air conditioning 14 -. i•men •-n-r. or and -x -der m- h.nic.l -• i•men h.11 c•m.l wi h -c ion .2-11 . 15 Sec. 62-159. – Permits re•ui ed for additions, attachments, improvements and re•air of 16 m.n f.c r- • home . B il•in•_.-rmi ar- r-• ir-d fir .d.i ion a . hm-n im.r.vem-n 17 and re•air of dama.e b an cause to manufactured homes. An addition or attachment that is 18 ru r.11 conn- e• o h- m.n fa ur-• hem- ori fre- .n•in• h.11 •- ins r -• • m-- 19 h- Florid. B il.in. C•d- . ma b- .m-nd-• from tim- • ime. Th- •- i•n •f .n .•.iti•n •r 20 attachment shall use the current wind criteria for the zone. 21 1. An addition or attachment shall only be allowed where a manufactured home was 22 constructed with a host beam by the manufacturer in order to provide the necessary 23 structural support for the connection between the two structures. For manufactured homes 24 that were not constructed by the manufacturer to support additions or attachments 25 connected to them, the addition or attachment shall be freestanding. other than flashing 26 required for weather-tightness. 27 2. Applications for repair of structural components of a manufactured home shall include 28 letters from a registered design professional or a mobile home inspector that states the 29 structure is in compliance with the applicable Manufactured Home Construction and 30 .f- .n•ar• •-vel..-• • H D .nd.rd in .1. - a h- tim- of .s -m•I 31 Secs. 62-160-62.170. – Reserved. 32 DIVISION 5. - RECREATIONAL VEHICLES AND PARK TRAILERS 33 Sec. 62-171. – Temporary placement. Recreational vehicles and park trailers placed 34 temporarily in flood hazard areas shall: 35 (1) Be on the site for fewer than 180 consecutive days; or 36 (2) Be fully licensed and ready for highway use, which means the recreational 37 vehicle or park model is on wheels or jacking system, is attached to the site only by quick- 38 disconnect type utilities and security devices, and has no permanent attachments such as 39 additions, rooms, stairs, decks and porches. 29IPage H:\Planning and Regulation\FloodPlain Management\Caroline-Floodplain Management Program folder\FBC compliant Model Ord\2018 Drafts\State Model Ord -FDPO 8-2-18.docx Regular Text:State Model Ord. Underline Text:Local provision similar to existing FDPO language Double Underlined Text:Local provision that is new language DRAFT FBC Compliant FDPO 1 Sec.62-172.–Permanent placement. Recreational vehicles and park trailers that do not meet 2 the limitations in Section 62-171 of this ordinance for temporary placement shall meet the 3 requirements of Division 4 of this article for manufactured homes. 4 Secs. 62-173-62.180. – Reserved. 5 DIVISION 6. - TANKS 6 Sec. 62-181. – Underground tanks. Underground tanks in flood hazard areas shall be 7 anchored to prevent flotation, collapse or lateral movement resulting from hydrodynamic and 8 hydrostatic loads during conditions of the design flood, including the effects of buoyancy 9 assuming the tank is empty. 10 Sec. 62-182. – Above-ground tanks, not elevated. Above-ground tanks that do not meet the 11 elevation requirements of Section 62-183 of this ordinance shall: 12 (1) Be permitted in flood hazard areas (Zone A) other than coastal high hazard 13 areas, provided the tanks are anchored or otherwise designed and constructed to prevent 14 flotation, collapse or lateral movement resulting from hydrodynamic and hydrostatic loads 15 during conditions of the design flood, including the effects of buoyancy assuming the tank 16 is empty and the effects of flood-borne debris. 17 (2) Not be permitted in coastal high hazard areas (Zone V). 18 Sec. 62-183. – Above-ground tanks, elevated. Above-ground tanks in flood hazard areas 19 shall be and elevated to or above the design flood elevation and attached to a supporting 20 structure that is designed to prevent flotation, collapse or lateral movement during conditions of 21 the design flood. Tank-supporting structures shall meet the foundation requirements of the 22 applicable flood hazard area. 23 Sec. 62-184. –Tank inlets and vents. Tank inlets, fill openings, outlets and vents shall be: 24 (1) At or above the design flood elevation or fitted with covers designed to prevent 25 the inflow of floodwater or outflow of the contents of the tanks during conditions of the 26 design flood; and 27 (2) Anchored to prevent lateral movement resulting from hydrodynamic and 28 hydrostatic loads, including the effects of buoyancy, during conditions of the design flood. 29 Secs. 62-185-62.190. – Reserved. 30 DIVISION 7. -OTHER DEVELOPMENT 31 Sec. 62-191.–General requirements for other development.All development, including man- 32 made changes to improved or unimproved real estate for which specific provisions are not 33 specified in this ordinance or the Florida Building Code, shall: 34 (1) Be located and constructed to minimize flood damage; 35 (2) Meet the limitations of Section 62-144 of this ordinance if located in a regulated 36 floodway; 30I age H:\Planning and Regulation\FloodPlain Management\Caroline-Floodplain Management Program folder\FBC compliant Model Ord\2018 Drafts\State Model Ord -FDPO 8-2-18.docx Regular Text:State Model Ord. Underline Text:Local provision similar to existing FDPO language Double Underlined Text:Local provision that is new language DRAFT FBC Compliant FDPO 1 (3) Be anchored to prevent flotation, collapse or lateral movement resulting from 2 hydrostatic loads, including the effects of buoyancy, during conditions of the design flood; 3 (4) Be constructed of flood damage-resistant materials; and 4 (5) Have mechanical, plumbing, and electrical systems above the base flood 5 elevation, except that minimum electric service required to address life safety and electric 6 code requirements is permitted below the base flood elevation provided it conforms to 7 the provisions of the electrical part of building code for wet locations. 8 Sec. 62-192. — Fences in regulated floodways. Fences in regulated floodways that have the 9 potential to block the passage of floodwaters, such as stockade fences and wire mesh fences, 10 shall meet the limitations of Section 62-144 of this ordinance. 11 Sec. 62-193. —Retaining walls, sidewalks and driveways in regulated floodways. Retaining 12 walls and sidewalks and driveways that involve the placement of fill in regulated floodways shall 13 meet the limitations of Section 62-144 of this ordinance. 14 Sec. 62-194. — Roads and watercourse crossings in regulated floodways. Roads and 15 watercourse crossings, including roads, bridges, culverts, low-water crossings and similar means 16 for vehicles or pedestrians to travel from one side of a watercourse to the other side, that 17 encroach into regulated floodways shall meet the limitations of Section 62-144 of this ordinance. 18 Alteration of a watercourse that is part of a road or watercourse crossing shall meet the 19 requirements of Section 62-43(3) of this ordinance. 20 Sec. 62-195 — Concrete slabs used as parking pads, enclosure floors, landings, decks, 21 walkways, patios and similar nonstructural uses in coastal high hazard areas (Zone V). In 22 coastal high hazard areas, concrete slabs used as parking pads, enclosure floors, landings, 23 decks, walkways, patios and similar nonstructural uses are permitted beneath or adjacent to 24 buildings and structures provided the concrete slabs are designed and constructed to be: 25 (1) Structurally independent of the foundation system of the building or structure; 26 (2) Frangible and not reinforced, so as to minimize debris during flooding that is 27 capable of causing significant damage to any structure; and 28 (3) Have a maximum slab thickness of not more than four(4) inches. 29 Sec. 62-196. — Decks and patios in coastal high hazard areas (Zone V). In addition to the 30 requirements of the Florida Building Code, in coastal high hazard areas decks and patios shall 31 be located, designed, and constructed in compliance with the following: 32 (1) A deck that is structurally attached to a building or structure shall have the bottom 33 of the lowest horizontal structural member at or above the design flood elevation and 34 any supporting members that extend below the design flood elevation shall comply with 35 the foundation requirements that apply to the building or structure,which shall be designed 36 to accommodate any increased loads resulting from the attached deck. 37 (2) A deck or patio that is located below the design flood elevation shall be 38 structurally independent from buildings or structures and their foundation systems, and 31IPage H:\Planning and Regulation\FloodPlain Management\Caroline-Floodplain Management Program folder\FBC compliant Model Ord\2018 Drafts\State Model Ord -FDPO 8-2-18.docx Regular Text:State Model Ord. Underline Text:Local provision similar to existing FDPO language Double Underlined Text:Local provision that is new language DRAFT FBC Compliant FDPO 1 shall be designed and constructed either to remain intact and in place during design flood 2 conditions or to break apart into small pieces to minimize debris during flooding that is 3 capable of causing structural damage to the building or structure or to adjacent buildings 4 and structures. 5 (3) A deck or patio that has a vertical thickness of more than twelve (12) inches or that 6 is constructed with more than the minimum amount of fill necessary for site drainage shall 7 not be approved unless an analysis prepared by a qualified registered design professional 8 demonstrates no harmful diversion of floodwaters or wave runup and wave reflection that 9 would increase damage to the building or structure or to adjacent buildings and structures. 10 (4) A deck or patio that has a vertical thickness of twelve (12) inches or less and that 11 is at natural grade or on nonstructural fill material that is similar to and compatible with 12 local soils and is the minimum amount necessary for site drainage may be approved 13 without requiring analysis of the impact on diversion of floodwaters or wave runup and 14 wave reflection. 15 Sec. 62-197. — Other development in coastal high hazard areas (Zone V). In coastal high 16 hazard areas, development activities other than buildings and structures shall be permitted only 17 if also authorized by the appropriate federal, state or local authority; if located outside the footprint 18 of, and not structurally attached to, buildings and structures; and if analyses prepared by qualified 19 registered design professionals demonstrate no harmful diversion of floodwaters or wave runup 20 and wave reflection that would increase damage to adjacent buildings and structures. Such other 21 development activities include but are not limited to: 22 (1) Bulkheads, seawalls, retaining walls, revetments, and similar erosion control 23 structures; 24 (2) Solid fences and privacy walls, and fences prone to trapping debris, unless 25 designed and constructed to fail under flood conditions less than the design flood or 26 otherwise function to avoid obstruction of floodwaters; and 27 (3) On-site sewage treatment and disposal systems defined in 64E-6.002, F.A.C., as 28 filled systems or mound systems. 29 Sec. 62-198. — Nonstructural fill in coastal high hazard areas (Zone V). In coastal high 30 hazard areas: 31 (1) Minor grading and the placement of minor quantities of nonstructural fill shall be 32 permitted for landscaping and for drainage purposes under and around buildings. 33 (2) Nonstructural fill with finished slopes that are steeper than one unit vertical to five 34 units horizontal shall be permitted only if an analysis prepared by a qualified registered 35 design professional demonstrates no harmful diversion of floodwaters or wave runup and 36 wave reflection that would increase damage to adjacent buildings and structures. 37 (3) Where authorized by the Florida Department of Environmental Protection or 38 applicable local approval, sand dune construction and restoration of sand dunes under 39 or around elevated buildings are permitted without additional engineering analysis or 32IPage H:\Planning and Regulation\FloodPlain Management\Caroline-Floodplain Management Program folder\FBC compliant Model Ord\2018 Drafts\State Model Ord -FDPO 8-2-18.docx Regular Text:State Model Ord. Underline Text:Local provision similar to existing FDPO language Double Underlined Text:Local provision that is new language DRAFT FBC Compliant FDPO 1 certification of the diversion of floodwater or wave runup and wave reflection if the scale 2 and location of the dune work is consistent with local beach-dune morphology and the 3 vertical clearance is maintained between the top of the sand dune and the lowest 4 horizontal structural member of the building. 5 SECTION 5. APPLICABILITY. 6 For the purposes of jurisdictional applicability, this ordinance shall apply in all unincorporated 7 areas of Collier county. This ordinance shall apply to all applications for development, including 8 building permit applications and subdivision proposals, submitted on or after the effective date of 9 this ordinance. 10 SECTION 6. REPEALER. 11 Any and all ordinances and regulations in conflict herewith are hereby repealed to the extent of 12 any conflict. This ordinance specifically repeals and replaces Collier County Ordinance No. 2011- 13 07. 14 SECTION 7. INCLUSION INTO THE CODE OF ORDINANCES. 15 It is the intent of the Board of County Commissioners that the provisions of this ordinance shall 16 become and be made a part of the Collier County Code of Laws and Ordinances, and that the 17 sections of this ordinance may be renumbered or relettered and the word "ordinance" may be 18 changed to "section," "article," "regulation," or such other appropriate word or phrase in order to 19 accomplish such intentions. 20 SECTION 8. SEVERABILITY. 21 If any section, subsection, sentence, clause or phrase of this ordinance is, for any reason, 22 declared by the courts to be unconstitutional or invalid, such decision shall not affect the validity 23 of the ordinance as a whole, or any part thereof, other than the part so declared. 24 SECTION 9. EFFECTIVE DATE. 25 This ordinance shall take effect upon filing with the Florida Department of State. 26 PASSED on first reading {insert date}. 27 PASSED on first reading {insert date}. 28 PASSED and ADOPTED in regular session, with a quorum present and voting, by the{governing 29 body), upon second and final reading this{insert date}. 30 {Governing body} 31 32 {Chief Elected Officer} 33 ATTEST: BOARD OF COUNTY COMMISSIONERS 34 DWIGHT E. BROCK, CLERKOF COLLIER COUNTY, FLORIDA 33IPage H:\Planning and Regulation\FloodPlain Management\Caroline-Floodplain Management Program folder\FBC compliant Model Ord\2018 Drafts\State Model Ord -FDPO 8-2-18.docx Regular Text:State Model Ord. Underline Text:Local provision similar to existing FDPO language Double Underlined Text:Local provision that is new language DRAFT FBC Compliant FDPO 1 By: By: 2 {Manager/Clerk} , Deputy Clerk 3 4 Approved as to form and legality: 5 6 7 8 34IPage H:\Planning and Regulation\FloodPlain Management\Caroline-Floodplain Management Program folder\FBC compliant Model Ord\2018 Drafts\State Model Ord -FDPO 8-2-18.docx Collier County 2800 N.Horseshoe Dr. Growth Management Department Naples,FL 34104 (239)252-2400 Floodplain Development Permit For all development not subject to the Florida Building Code (including buildings and facilities exempt from the FBC) Permit Number: Identify the Proposed Development,check all that apply: 0 Temporary RV 0 Non-Residential Farm 0 Manufactured Home Building on farm Improvement 0 Site Plan Attached. Requirements: Must show extent of the area impacted by proposed development,flood hazard area boundaries and flood zones, Base Flood Elevation, existing and proposed ground elevations as applicable to the development,and existing buildings. Property Owner Name: Phone#and Email: Address: Agent,if any: Cost of Proposed Work:$ Contractor Name: Contractor Address: Contractor Phone#and Email: Floodplain Management Information: Flood Zone: Base Flood Elevation: Datum: How Determined: 0 DFIRM or OHS Unnumbered A zone determination: Seaward of CCCL?: 0 Yes or 0 No CoBRA or OPA?: 0 Yes or 0 No LOMA case number: Notes and Conditions of approval: Agreement by Owner or by Owner's Agent:The undersigned hereby makes application to develop in a special flood hazard area.The development to be performed is described above and attached hereto. The undersigned agrees that all such work shall be done in accordance with the requirements of the Collier County Floodplain Management Ordinance and with all other applicable local,State and Federal requirements, including the Florida Building Code, as applicable. Signature: Date: Staff Signature: Date: L.2. Zoning Verification Letter - Non-residential Farm Building Reference LDC subsection 10.02.06 J and F.S. §823.14 and F.S. §553.73(10)(c) Applicability A Zoning Verification Letter may be used to establish that a non-residential farm building and/or fence is exempt from the Florida Building Code. However,the obtaining thc necessary electrical, plumbing,mechanical,or gas permits for the structure. If thc use is not used for farming, purposes,then thc building will not be exempt and requires a building permit. For example,a structure that provides shelter for animals or for storage of mechanical equipment would be a correct application for tie Pre-Application A pre-application meeting is not required. Initiation The applicant files a "Zoning Verification Letter Application"with the Planning& Zoning Department. Application The application must include the following: Contents 1. Applicant contact information. 2. Property information,including: Property identification number;and Address of subject site. 3. Type of verification being requested. 4. Description of the existing/proposed use of the property. 5. Description of the proposed use for the nonresidential farm building. 6. A survey or sketch,dawn-to-scale plan showing the building, property boundaries and dimensions and existing easements or rights-of-way,location of water bodies or jurisdictional wetlands. 7. Location of the existing and proposed buildings,identifying the separation distances between buildings and the setbacks to the proposed nonresidential farm building. 8. Compliance with floodplain construction standards.the Collier County Floodplain Management Ordinance,as may be amended from time to time. 9. Floodplain Development permit. 10. Under Construction and Finished Construction Elevation Certificate. 11. Proof of Bona Fide Farm Operation: Farm Serial Number assigned by USDA Farm Services;or Documentation that the 4aa4 building has an Agricultural Exemption through the Collier County Appraiser's Office;or Page 1of2 H:\Planning and Regulation\FloodPlain Management\Caroline-Floodplain Management Program folder\FBC compliant Model Ord\Supplemental Materials\ZVL Nonresidential Farm Building\ZVL Nonresidential Farm Building 8-2-18.docx Description and any supporting documentation to confirm that the property is a Bona Fide Farm Operation,as defined by FS§823.14; 10.A signed affidavit,stating that the proposed structure is exempt from the requirements for a Building Permit per FS§553.73. 11.Additional materials may be requested by the staff planner if necessary. Completeness and The Planning&Zoning Department will review the application for completeness. Processing of After submission of the completed application packet accompanied with the Application required fee,the applicant will receive a mailed or electronic response notifying the applicant that the petition is being processed.Accompanying that response will be a receipt for the payment and the tracking number(i.e.,XX201200000)assigned to the petition.This petition tracking number should be noted on all future correspondence regarding the petition. Notice No notice is required. Public Hearing No public hearing is required. Decision Maker The County Manager The Floodplain Coordinator or designee. Review Process The Planning&Zoning Department,in coordination with the Building Official, review the application, identify whether additional materials are needed,prepare a Zoning Verification Letter for the applicant. Updated Page 2 of 2 H:\Planning and Regulation\FloodPlain Management\Caroline-Floodplain Management Program folder\FBC compliant Model Ord\Supplemental Materials\ZVL Nonresidential Farm Building\ZVL Nonresidential Farm Building 8-2-18.docx Administrative Appeal of Preliminary Substantial Damage Determination Reference Florida Building Code and Code of Laws and Ordinances Chapter 62-24 Applicability This procedure allows a property owner to administratively appeal a preliminary substantial damage determination through the building permit process. Pre-Application A pre-application meeting is not required;however,a consultation is Floodplain Management Section is recommended. Please contact: FloodlnfoRequest@colliercountyfl.gov or the Flood Information Hotline at: 239-252-2942 Initiation The applicant files a building permit along with the materials noted below. Application The application must include the following: Contents All application can be found on the Collier County Building Plan Review and Inspection webpage: https://www.colliercountyfl.gov/your-government/divisions-a-a/building- revi ew 1. Building Permit,to include in the Description of Work,all repair work and other improvements to the structure, 2. Owner-Builder Affidavit, if applicable. 3. Construction plans of the structure(hand drawn is sufficient),with notes identifying the areas to be repaired,and the materials to be used. 4. Removal, Replacement and Repair of Mobile/Manufactured Homes Post Event form. 5. Substantial Improvement or Repair of Substantial Damage Packet and Cost Estimate Worksheet found on the Growth Management Building website,noted above. • The Affidavits must be signed by the property owner and notarized. • The Cost Estimate worksheet must include all repair work,other improvements,and open building permits. • Please note:The property owner is responsible for collecting all subcontractor bids and quotes and compiling them for one cost estimate worksheet. Incremental repair work is not permitted;all repairs must be permitted and calculated under one permit. Completeness and The Planning&Zoning Department will review the application for completeness. The Processing of completed application packet must be accompanied with the required fee. The tracking Application number(i.e., PL201200000)will be assigned to the petition.This petition tracking number should be noted on all future correspondence regarding the petition. Notice No notice is required. Public Hearing No public hearing is required. Decision maker The County Manager or designee. Review Process The Building Plan Review and Inspection Division will review the application,identify whether additional materials are needed and review the application for compliance with the Florida Building Code and Collier County Code of Laws and Ordinance Chapter 62- Floods. Updated 2800 N. Horseshoe Dr. Co 7e7' County 2800 FL 34104 Growth Management Department (239)252-2400 Collier County Declaration of Land Restriction Non-Conversion Agreement This form is for use in Flood Zones VE,AE,AH and A for proposed development,substantial improvement,alteration,or repair for the following(1) Enclosures below elevated buildings, (2) Crawl/Underfloor spaces that are more than 5 feet in height, (3) Detached accessory structures that are not elevated and are larger than 120 square feet in area (footprint). This DECLARATION made this day of , 20 by ("Owner") having an address at: WITNESSETH: WHEREAS,the Owner is the record owner of all that real property located at in Collier County, designated in the Tax Records as parcel number: and being that same property acquired by the Owner by deed dated , and recorded among the Land Records of Collier County, Florida in Book No. and Page No. WHEREAS,the Owner has applied for a permit to construct a structure on that property and: (1) It is identified by Permit Number ("Permit"); (2) It is located in a flood hazard area identified on Flood Insurance Rate Map Panel # , dated (3) It is located in Flood Zone Base Flood Elevation: Seaward of LiMWA or community-defined Coastal A Zone limit: 0 Yes 0 No Seaward of CCCL: 0 Yes 0 No (4) It is designed to conform to the requirements of the Collier County Floodplain Management Ordinance referred herein as "Regulations," of Collier County, Florida and the Florida Building Code, if applicable; and Page 1 of 3 2800 N. Horseshoe Dr. Cott County Naples,FL 34104 Growth Management Department (239)252-2400 (5) If unauthorized improvements, modifications, alterations, conversions or repairs are made to it in the future, the structure could be made noncompliant by such unauthorized actions, including such actions by future owners. WHEREAS, the Owner agrees to record this DECLARATION OF LAND RESTRICTION (NONCONVERSION AGREEMENT) on the deed of the property recorded in the above-cited land records and certifies, accepts, and declares that the following covenants, conditions, and restrictions are placed on the affected property as a condition of granting the Permit, and affects rights and obligations of the Owner and any future owners, and shall be binding on current Owner, his heirs, personal representatives, successors, and assigns. THE PERMITTED STRUCTURE SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, OR LOCAL FLOODPLAIN MANAGEMENT REGULATIONS,AS APPLICABLE,AND IS SUBJECT TO CONDITIONS as follows: 1. The structure or part thereof to which these conditions apply is: ❑ An enclosure that is below an elevated building ❑ A crawl/underfloor space enclosed by perimeter walls and is more than 5 feet in height ❑ A detached accessory structure that is not elevated and is larger than 120 square feet in area (footprint) 2. The structure or part thereof identified in#1 shall be used solely for parking of vehicles, storage, or access to an elevated building, as applicable. 3. If required by the Florida Building Code or local Regulations, as applicable,the walls of the structure or part thereof identified in #1 shall be equipped with flood openings. The flood openings shall not be blocked, covered, manually closed or modified in any way that would alter the intended performance to allow floodwaters to automatically enter and exit. 4. If required by the Florida Building Code or local Regulations, as applicable, the walls of the structure or part thereof identified in #1 shall be designed to break away. The breakaway walls shall not be altered in any way that prevents the walls from breaking away, as designed, under flood conditions. 5. As required by the Florida Building Code or local Regulations, as applicable, building materials used below the elevation required by the Florida Building Code, shall be flood damage-resistant materials and unfinished. 6. Any conversion, alteration, modification, improvement, repair, or change in use of the structure or part thereof identified in #1: a. Shall not occur without the issuance of a permit by the Collier County Building Plan Review and Inspection Division, or any successor division; and Page 2 of 3 2800 N. Horseshoe Dr. Co ler County Naples,FL 34104 Growth Management Departrnent (239)252-2400 b. Depending on the nature of work, such permit may require full compliance with the Florida Building Code. 7. Any repair, conversion, alteration, modification, improvement, repair, or change in use of the structure or part thereof identified in#1 or any other unpermitted variation beyond what is explicitly authorized by permit constitutes a violation of the Permit, local Regulations, and the Florida Building Code and shall be subject to enforcement action to correct such violation. 8. Other conditions: WARNINGS Unauthorized conversion, alteration, modification, improvement, repair, or change in use of the permitted structure or part there of identified in#1 may render the structure uninsurable by the National Flood Insurance Program or increase the cost for flood insurance commensurate with the increased risk. Unauthorized conversion of an enclosure below the lowest floor of an elevated building for uses other than permitted uses, or the unauthorized conversion of an accessory structure for uses other than permitted uses, exposes occupants to increased risk of death and injury. The local jurisdiction issuing the Permit shall not be held liable for any increase in damage or injury to occupants. SIGN ONLY IN THE PRESENCE OF A NOTARY: Owner's Signature/ Date Printed Name (Additional) Owner's Signature/Date Printed Name Type of ID: Witness my hand and official seal, this day of 20 SEAL: Notary Public Signature Page 3 of 3 Building Plan Review Statistics New Construction Building Permits Issued by Month QT3 400 350 300 - 250 200atiari 1 It__-1—) 1�1 I 1 1 I 150 1111111111 I 11 1 11 11 1050 0 11111111 I 11 11 11 111 1 1 ! 11111 11 tD tD tD tD tD tD M1 h h Is. r` t` co oo co oo co CO CO .--4 .-4 e-4 .-4 e--4 a-1 r/ 4-4 ei .d It, o cal a, n c m aj t > u c ;o n > c � z 0 LL g a < v, 0 z° o �° u_ Q lul Aug- Sep Oct- Nov- Dec- Jan Feb- Mar Apr May Jun Jul Aug Sep Oct- Nov- Dec- Jan Feb- Mar Apr- May Jun Jul 16 16 16 16 16 16 ; 1.7 17 17 17 17 17 17 17 17 17 17 17 18 18 18 18 18 18 18 °Commercial 6 6 3 6 3 10 15 10 6 6 11 4 7 13 5 7 I 5 4 5 9 10 5 11 7 7 II Multi-family 2 9 5 5 4 7 10 5 4 15 4 5 5 3 3 13 4 6 4 7 7 5 6 6 1111&2 Family 228 130 224 216 163 166 203 202 286 242 168 293 224 281 171 102 163 194 222 169 282 292 318 302 355 This table represents community growth within Collier County. The data does not make a distinction between Special Flood Hazard Area (SFHA) and Non-SFHA. Third Quarter 2018 (QT3): 1018 New Construction Permits Issued Source July Monthly Statistics Report.GMD Development Services