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Plans 249 Nautical Blvd (vault) \ \ \ ---I - -------- ----- --I _- -;--I---A ----- --------- I ---- ----- --- --�--------------------- --- ------ - ------- - ------------------- , \ I I CF"f ------- I I I I i I ♦ I I I I 4Q I �D v vv I I kL l SCREEN ROOM 1 I I �O 1,\• NP of \ ROOM ADDITION + I c p o i I "' �OOG�QPOr1,V I a o ,k I \\\~ N \\♦\ ��\\ 3068 I i 3 WOO y\'��`,t. I - O OO N \ ' I I I I '�'� 4P I I •O ( -'' I X \ I ' I I b � I I i'• �,' n O I I I I 1 ♦ _-0qI I 2 1 (� 1 I 1 I I 3X2 HOLLOW EDGE BEAM i '!; ♦\ ♦\ a\ I I I ----------- ------------ -------- -- -- -- l I X930 SH I ------------ '----------------- -' -- ---------1WINDOW ------- I I1 \\//\\//\/\// \\�\\// \\ / N N 4' 6• 4' 6" 0" o z © oo©apa©ao P�aD ION 3ad0 © oOooa6oD n z ROOF 13' 0" m � (ADDITION WITHOUT SCREEN ROOM J O 112' 0" ROOM ADDITION 12' 0" SCREEN ROOM QUARTER INCH SCALE � U « N = q \0 PrPoO)Hooa [20Mv INBOW 4 Od]d]M= oDd �3 ©wooD C13oo© 2 � Z � F- in W QUARTER INCH SCALE W N U SCREEN ROOM ROOFS 3" THICK COMPOSITE PANEL CD (INDUSTRY STANDARD) WITH .024" SKINS ` M (n Q \`\ ♦\ SCREEN ROOM ROOF: 3" THICK COMPOSITE PANEL ♦`\ \\` 3 p p ~ (INDUSTRY STANDARD) WITH .024" SKINS _ `\\ ♦\ O Q p `\ \O ♦\ •:,;'• ' ,• ') •f• T3X2 HOL OW EDGE BEAM N N = \p _ cn U I . \ X � \ \♦ CD`\ I '_ irl 4' 6., c 4' 6„ o N Nca Of 0 \ �r� :.;.' \ \ �\ 4"_ ♦ .\ `•,:. '.',:" ", ..., F'*�i;�' `.a�^ ? • , 'd«awHem.`., _'. i ! '03QH ,., N N N ^ I / N cr.: . " ♦ \ \ W X \ \ \ 1 _. \ I ::.: :.i:. •'-. ':{o*�__ .es`• _ GIRT ,O X , L\ V� n /" / . .� , ./ w 2X2 W \ \ ♦\ ♦\ , ,. •. 'is '` ,i , i- 16" K.ICKPLATE /' /' z z Ib" KICKPLKTE /! /' /• /' / \ `\ rj \ ♦ ♦ r �(••'�t.,,��yy I� aoo�► aftcHmoo aQoopD © 000aaaoD a0aa 93Mo © o0ooaaoD Q ��W U Q� © Q©Qo Q6CbD QUARTER INCH SCALE -6 L1 L ll, N (ADDITION W/SCREEN ROOM Q) , SCREEN ROOM CONNECTION (DETAILS ON SHEET 3 QUARTER INCH SCALE fl 6 _. S: L..0.... QUARTiER INCH SCALE '. L — DE IGN CRITERIA: .3 -0 'N FL RIDA BUILDING CODE 2001 W/2002 AMENDMENTS V q N N � �j 3 WI D ZONE: 120 MPH; EXPOSURE CATEGORY C; MEAN ROOF HEIGHT 15 FT L L 6 �� IM RTANCE FACTOR: 1.0 FOR ADDITION; .77 FOR SCREEN ROOM N 2S \ / \ \ \ \ \ \ '♦ \ ` DE IGN PRESSURES FOR SCREEN ROOM (TABLE 2002.4, FBC): •s / ♦ \♦ \\ ♦�t.�\I \♦ \\ ♦\ \\ (S EEN ROOM IS PARTIALLY ENCLOSED) •N I ' `'' \ •♦ '-'\ \ SC EEN WALLS: 16.3 PSF; fn ij� ♦ \ \ \ ♦ ♦ ♦ \ ♦ \ ♦ \ \ \ SO ID ROOF COMPONENT AND CLADDING: -32.4 PSF b \ \ \ \\ \\ \\ \ \ \ ♦ \ \ \ \ ♦ \ \ \ \ M ID ROOF DESIGN PRE -15,5 PSF N \ \ \ ♦ \ ♦ \ \ M FRS DESIGN PRESSURES FOR ADDITION: \ \J \ ♦ \ ♦ \ '� \ \ \ \ \ \ \ \ \ FF \ \ \ � \ e \ ♦ � `\ : \ ' I ��, \ ' `\ ♦ H 120NTAL: 27.7 END ZONE & 18.4 INTERIOR \ \ \ \ \ \ ♦ ♦ \ \ \ \ \ \ \ \ ti \ I \ I \ \ \ \ \ I\ I I \ I ♦ I \ \ V TICAL: -33.2 END ZONE & -23.1 INTERIOR � � / //\\ I I �i I CRICKIiT FERS \ L — Of \ \ \ ♦ \ \ ♦ '♦ \ \ \ \ ♦\ \ ♦ e \♦ \ N E: PROJECT IS IN A' WIND BORNE DEBRIS ZONE L � ♦ \ \ \ \ \ ♦ ♦ ♦ \ ♦ ♦ ♦ \ ♦ ♦ \ , \ \ \ tl '' ♦ \ \ \ \ \ \ \ \ \ \ \ \ \ I P VIDE APPROVED HURRICANE SHUTTERS: OR, 0 # O \ ♦ ------ --- -- - -•- - -- --- - - \ ` IM ACT TOLERANT DOORS AND WINDOWS J U- --- (A DIT(ON ONLY) O X W W �----- ----- 0 1 ll 6 Q 4 W ' 1 _ W Lu O J _- _ ____J iZ Lu I 1___-- _ _- J w Q O pp f l i Of co m I 1 I 1 m O , I ROOM ` SCREEN -- ---- � S I i ----- C IW ___-_ Lu I.0 AQDITION I ROOM a N I I 1 1 v, to :) 1 I 1 a ,_ a w ,7, to _--- _ __ i•-' -----*---------= I I - 2X gAFTER�i ® 24 O.C. 0: Y N «• ' -i-- �4--- w w o m ' 1 o s _I 16" DEAF X 12- WIDE FOOTING � ` ---_ m ---^ -��-- 1__--h--- -- -- m Ox It WITHfi 2 EACH #5 BARS I t3"X 8" MONOLITHIC FOOTING ro !!i I w } (n -______--- -"—___—_____----z•-__�_ _r W/ I EACH #5 BAR X - ; S J X X t m ~ - . L----------------------------------------- N N N = 1 I 1 1 I 1 awe U Z City o Atlantic W ' ,' 12' 0" ROOM ADDITION PlanrArlp Ond Zonlnp Depwilmild u Z W 12' 0. 12 0 This approval voritlss eompMplea va 3 r develozoninpmeMbrogulations, but does Met consdyAa z W O 4" (NOMINAL) CONCRETE SLAB ON TREATED I I) approval for the Issuance of pamllls, O 'III pDG : 0 , AND COMPACTED FILL, 2,500 PSI (MINIMUM) III w w local, State Bind Federal ep4mmill!"1111 4.0 ott+ar N II p o D d]o a 8O D P E'1 D must be varl signature WITH VAPOR B,4RRIER AND WELDED WIRECKYa/At>1Rtl0 6 QUAIO'ifER INCH SCALE Beach BWerm I prix 1vNs yayNoa W a L SHEET # MESH (6X6 10/10) OR SYNTHETIC FIBER Building Permit REINFORCEMENT AND MONOLITHIC FOOTINGS Approved By. AS SHOWN m x U A0 MOOQ pwMUDOM0 P0oo 4 Lc7:laaeoD Dal.: - -' QUARTER INCH SCALE .._._..... __ _... .. _ - - ..__.. ... .. . ONE IN TWELVE SLOPE MODIFIED BITUMEN ROOF OVER 15/32" OSB SHEATING FASTENED W/8D NAILS 0 6" O.C. 2X4 BLOCKING FOR CEILING 2X8 RAFTERS ® 24, O.C. R-19 FIBERGLASS I LATION .11lJ..ILJ.A I _ PROVIDE DOUBLE SP6 EACH SIDE I/2" GYPSUM BOARD CEILING OF OPENINGS TOP AND BOTTOM 2X8 BARGE RAFTER CONNECTOR SIMPSON H3 HURRICANE CLIP EACH OUTLOOKER DOUBLE 2X6 (SYP) TOP PLATE W/ SIMPSON SP6 STRAPS 0 32 Q,C, DOUBLE 2X6 TOP PLATE (SLOPES 0 GABLE EN � 2X4 OUTLOOKERS W/ 6 EACH X IOD NAILS INTO STUD (TYPICAL) _ I I/2" GYPSUM BOARD DOUBLE 2X6 I R-19 FIBERGLASS INSULATION , 3' 0" 2X6 SPF #2 GRADE STUDS @ 16" O.C. I I NOTE: BOTH SIDE WALLS TO BE BALLOON FRAMED. I EACH HEADER STUD ANIS I 15/32" OSB APA APPROVED SHEATHING 2 EACH FULL LENGTH STWIDS ( EACH SIDE OF OPENING NAILED W/8D NAILS (MIN) 0 6" O.C. ALONG EDGES AND 12" O.C. INTO INTERMEDIATE STUDS I __-- 2X6 SILL 0-WINDOWS y-_-- _____--_____ 8" 0 ANCHOR BOLTS (MAX) 7" MINIMUM EMBEDMENT AND ; ; 5/8" 0 ANCHOR BOLTS (MAX) 7" MINIMUM EMBEDMENT V U) N 3"X3"XI/8" SQUARE WASHER PER EACH ® 24" O.C. MAX. I AND 3"X3"XI/8" SQUARE WASHER PER EACH ® 24" O.C. O Z AND WITHIN 12" EACH SIDE OF EACH OPENING AND WITHIN 12" I { i i AND SIMPSON SP6 STRAPS ® 32" O.C. - - J p OF LL END AND SIMPSON SP6 STRAPS @ 32" O.C. TOP AND ; I 2X6 PT SYP #2 SOLE PLATE 4' (NOMINAL) CONCRETE SLAB ON TREATED Q m O BOTTOM TYPICAL ; ' ; (TYPICAL) AND COMPACTED FILL, 2,500 PSI (MINIMUM) W 4N 1 6 X 6 10/10 W. W. MESH WITH VAPOR BARRIER AND WELDED WIRE E U � _ { I i DOUBLE 3' EDGE (TYPICAL) Q ~ I i hfE$H (6X6 10/10) OR SYNTHETIC FIBER ♦- 1 ; { I REINFORCEMENT AND MONOLITHIC FOOTINGS j Q lo AS SHOWN 0- z0 N II II Q` H h , II I , IIN W v'v ':'�,''O '. v m N :.-C 4'.",O T..'�•.'7 A 1 "• \ / / \ \ GRADE _77\ .8 or «° \\�\\�\\�� \/\\\\ \\� \� \\ \\\ \ \•� \ \ o ,o° .'o° .: d.� _ \ / \\ \\\\ \\ \ ; Z W o <[ y fes 2 EACH #5 RE-BARS (TYPICAL) /\\ \\\ / \�\ \ \. \" \\\ \\/ \/ O O Q Q - � /\ $$ \ 3" MIN. COVER /\ \ /\ \ \ ./ :..� L. w 75 u 2' 5" 3GCD oo fl .. 4g�aoo� Qr o (DID Popaeoa © d000a600 � _. -H SCALE SCALE k" 1' 0' 48" (+ OR -) 2X6 NAILER CONTINUOUS O RAFTER ENDS \ ROOFER TO FLASH ONE IN TWELVE SLOPE MODIFIED BITUMEN ROOF N C L -� ' ONE IN TWELVE SL(PPE MODIFIED BITUMEN ROOF OVER I5/32" OSB SHEATING FASTENED W/813 OVER 15/32" OSB3 SHEATING FASTENED W/81) NAILS ® 6" O.C. _• (�N_ .,,� 0 NAILS @ 6" O.C. ZSC2111 3 �- X4'S @ 24„ O.C. n 0 L N R_19 FIBERGLASS INSULATION g 8 6 � Q) 0 R_19 FIBERGLASS INSULATION p 5 1/2” GYPSUM BOARD CCEIILING \ SIMP H�4 _ S� ] N ' ' --- - - - - - - 2X4 CONTINUOUS SLEEPER BLOCKING FASTENED L L 6 l(1 43 5/8" 0 ANCHOR BOLTrS (MAX) 7" MINIMUM EMBEDMENT AND " GYPSUM BOARD CEILING DOUBLE 2X4 (SYP) TOP PLATE W/ SIMPSO,JN SP4 STRAP�,� TO ROOF FRAMING WITH W#" m LAG SCREW 5" LONG N fl :L � 3 3'X3"XI/8" SQUARE WASHER PER EACH @ 24" O.C. AND. ® 32" O.C. W/ 6 EACH X IOD NAILS INTO STj1UD (TY2-IE'IfC) TO EACH EXISTING FRAMING MEMBER AND 0 NEW s k�\ \\L WITHIN 12" EACH SIDr€ OF EACH OPENING AND WITHIN 12" OF WALL END �� , -'"�- ��«�:.�� 'XWS WITH SIMPSON H4 CONNECTORS • TRUSS CONNECTOR SIMPSON H3 HURRICANE CLIP TRUSS CONNECTOR SIMPSON H3 HVIRRICANE CLIP @) SIMPSON SP6 STRAP% TYPICAL TOP AND BOTTOM I0 32" O.C. a DOUBLE 2X6 (SYP) TOP PLATE W/ SIMPSON SP6 STRAPS 0 16" O.C. N -- -'�'• •--• ' W/ 6 EACH X IOD NAILS INTO STUD (TYPICAL) Q � 5 0 2X6 STUDS 16" (O,C, U) to ry u O Q > _ C] F --- If2" GYPSUM BOARD LW UO F SIMPSON SP6 TOFF+ AND BOTTOM FIRST STUD R-19 FIBERGLASS INSULATION J B J U_ W SIL 0_ a v = 1 2X6 SPF #2 GRADE Stubs 0 16" D.C. I Q D. J W SIL a 1 ." 15/32" OSB APA APPROVED SHEATHING I`_ _ t @ 2 ' W NAILED W/8D NAILS (MIN) ® 6" O.C. ALONG EDGES W Q AND 12" O.C. INTO INTERMEDIATE STUDS (A Q U O F W 2 EACH SIMPSON SP6 (TOP ANON BOTTOM) ® END OF WALL co 0 0 U) J 7 a (n : U 5/8" 0 ANCHOR BOLTS (MA)) 7" MINIMUM EMBEDMENT Z N {>0~ � I AND 3"X3"XI/8" SQUARE WAJJHER PER EACH ® 24" O.C. ® wF- AND SIMPSON SP6 STRAPS 4 EACH STUD - --- - � W LL 4" (NOMINAL) CONCRETE %LAB ON TREATED \X/ ,t LY p K Pomoy o(D a ©ID a ao o ® © n Jw ip om O © rnl r�m ra ra m s om by 2X6 PT SYP #P SOLE PLATE AND COMPACTED FILL, 2,Sra0 PSI (MINIMUM) W / \ 5 N SCALE 3A" - 1' 0" (TYPICAL) WITH VAPOR BARRIER AND `WELDED WIRE L en 6 X 6 10/10 W. W. MESH MESH (6X6 10/10) OR SYNTHETIC FIBER o Z F DOUBLE 3' ® EDGE (TYPICAL) REINFORCEMENT AND MON(&ITHIC FOOTINGS V AS SHOWN W -. W F W V N til _. ... .. W !i •�,C OvVv Cy�'�::� V Vii+'""'.��^,T ..b--i�T.i:p��L1 �.iT��n�p�A.Y�L�.j- aT�-n�.r iJ.�a-rte_ v •'�' ° v .4y., v. v ..v..•v V. b•. v b .v b' v b v ,.v.. v.- v., z LLI _O GRAD En \ \ 2 E CH #5 RE-BARS (TYPICAL) SHEET # !, i \\\ \\j\ �\ \j\ •' ��`" \\ \\/ \/ (3" IIN. COVER) 0. -.. a B o. �3 SCALE 34" = 1' 0" /y�/,,: V ©o o LSI p•1•'r":I RIV y - ", i ' ':41 IMA ................. ....... 1 N N 0 > z 3" COMPOSITE PANEL ROOF 3" COMPOSITE PANEL ROOF Jp _ z •1" X 2" OB 0 PERIMETER cr -1 0 p i 3" INDUSTRY S7ANgARD COMPOSITE PANEL ROOF F U D: N / I REFER TO NOTE #1 THIS SHEET § oQ F- F Cn 0 NO z N „ /16" A I 1 X 1" X 1 ANGLES x _ 2" LONG WITH - #8 X 1/2" LONG & z I- - PI A I & 60 Z I (TS.YPICAL EACH SIDE, TOP 7TUM) H LONGS.M.S./AT EACH LEG TYPICALEACH SIDE,ExTOP2 C E 0 2" X 2" HOLLOW S AT EACH LEG r. ,�- f" + ' W - — �'� ( & BOtTOM) DE HORIZONTAL (GIRT). Q S.M.S. 0 X -CRE r . .;}. i:? i -,. . h Z 3X2 EDGE BEAM $ �p U F - l ? FASTEN TO POSTS PER DETAIL C3 Q a BOSSES- � .' ° ° n ° CONNECT TO ROOF PANELS PER DETAIL C4 ~ d I r....... ._. " . ° d a .,i. f , :FOUNDATION: NOTE I. FOR LUMBER H02ST ELEMENTS USE 3" X 2" X 0.045. .. ..O- _.._. ..._. :_. U I � o --- - i -- - a .CON6RET� ORa UMBER :° ' e I/4" DIA. X 3" LONG LAG SCREWS, FOR `d ° '.° .a ' a MASONRY OR CONCRETE (HOST ELEMENTS d d < USE 1/4" DIA X 2-1/4" I>LONG CONCRETE I HOLLOW UPRIGHT. 2X4 (TYPICAL) L- I- X 2" X 1/8" ANGLE I ( 3" X 2" X 0.045" ° °"Yd/ 2 EACH #14 S.M.S. SCREWS (I" MINIMUM EMPIEDMENT TYPICAL) - EACH MEMBER EACH SIDE I CONNECTION WITHEXPOS EDFASTENERS SPACING 24" O.C. AND WITHIN 6" OF EACH PERPENDICULAR MEMBER. - CONNECTION ION W FASTENERS jL SELF-MATING (OR SNAP) POST -`1�CT EXPOSED AS1E I �----- 1" X 2 OB 0 PERIMETER _ 2 10 S.M.S. FROM INSIDE FA i' I # M SDE CE OF SECTION (SCREEN FACE) ELEVATION I POST INTO SCREW SPLINES OF HOLLOW REFER TO NOTE #1 - THIS SHEET t w �• I GIRT (1" EMBEDMENT MINIMUM.) j 2" X 2" HOLLOW 2X2 HOLLOW TYPICAL WALL HORIZONTAL (GIRT) 0: ./ —2- 10 S.M.S. FROM INSIDE FACE OF i X 2 # I HORIZONTAL (GIRT). W 08 INTO SCREW SPLINES OF 1 X 2 06 (1" I ^ 0- C3 car / EMBEDMENT MINIMUM.) U W U E E B MFA ENING DETAIL -3" &SELF-MATING S AP POST � � I 1Lo REFER TO NOTE #1 - THIS SHEET ------- ! _ .- 2" X 2" X 1/8" ANGLE 2" LONG ON IX2 OB w � DO w I I t SOLE PLATE WITH %00 CONCRETE WEDGE U i' 1 3" ANCHOR WITH 2" EMBEDMENT AND 3 EACH 0 �•� { - ' #12 SMS INTO POST WEB (EACH SIDE) a- I j ^ O COMPOSITE PANEL ROOF I0 In 110 ° ° I 2" X 3" X IA," SUPPLEMENTAL ANGLE 2" LONG ON IX2 OB SOLE LU z w N ° SELF MATING POST OR HOLLOW POST, I PLATE WITH SL"O CONCRETE WEDGE ANCHOR WITH IIA" EMBEDMENT 0- w W O .-FOUNDATION: ° d ° ? RECEIVING CHANNEL WITH o . CONCeREIE' OR LUMBER a c AND 3 EACH #12 SMS INTO POST WEB (EACH SIDE) O lCO L Q #14 X 3/4 S.M.S. 10' d a . f 6X6 10/10 WWM OR SYNTHETIC N W F,-LL TOP AND BOTTOM, d° " ' ° < - FIBERS IN CONCRETE •• LJ . a d CONCRETE FOUNDATION a to O- ° a CONNECTION W CONCEALED FASTENERS "" Q GRAD a_1 ,� F Q I`? CONNECTION 1MTH CONCEALED FASTENERS �E _ .•;'::" `•I w LU I O O 0 -0 \ . \ \ \ \. \ I- O y _ �(�� O Q o O O z a Of PARTIAL ELEVATIONS/GIRT TO POST CONNECTIONS C5 %\\ \\F\�\ \\\\ /\\ \\\ \ \\\\\ \//\\\\\ \//\\\\� o v a W \\\\ U z D: rn \ \ J PARTIAL ELEVATION 1 X 2 TO 1 X 2 CONNE TI \ / - / \\�\ \�\\�\ L _z Z a ? # S/ CONS _ \ / \ \ Q .._ FASTEN TO FASCIA WITH ' ,3 \\ N��/\/\\\�/\ \\\/ /\\ \\\\/\\\\\\\\�/\\\\\\\\�\\ z NOTE- FACIA MUST BE 2' X 21/2" LAGS 12" ON z _ U) CEN TER ALONG HEADER _ /\\\ \\ Do CENTER \\ �\j\\ N m p LU NO INAL 1 NOMINAL FASCIA a✓� MA BE UGMENTED TO 2 ', x o �' 8" X 8" MONOLITHC FOOTING REQ'D �y � ROOF COMPOSITE PANEL R 9 `..r 000o 0 a ©opOo(q �VMOO Q aoor��l�t�0oo LE I" _ I 0" I i� A - - IT III q) 1" X 2" 08 (SIDE WALL) (4)-#10) I 3 V � O X 4" S.M.S. INTO � � � � z #10 S.M.S' X 1-1/2" LONG O 24" O.C. ; SCREW POSSES I 1 � � 2 }Ll NN a 1 2- # 10 S.M.S. FROM INSIDE FATE OFL Lc-- m I 1" X 2" OB INTO SCREW SPUNEI OF I f +? 6 1n O ( i" X 2" OB (i" EMBEDMENT MINIMUM.) SELF'-MATING POST $ � � N 3 SEE PLAN VIEW BELOW J S J o ANCHORS TO FOUNDATION � .. I .. _ (REFER TO DETAILSy0 & C4) N K N SELF-MATING POSTS W/ 2X2 HEADER u V x y _. �_.....�.....,_..._ D F POSTS TO SIDE WALL HEADER CONNECTIONS C7 ° ° • ° (MARTIAL ELEVATIONS @ SCREEN FACE) 3 d a a ° ° - 4 l in .° '° !! L EXTERIOR CORNER DETAIL C8 u jLL o (PARTIAL ELEVATION) 3LL Q 1/4" o THRU BOLT W/ 1-1/4" d 5 a i WASHER 0 12" O.C. (TYPICAL) 9L - __ tr = a Q 0 oo V O z v - WO W i O I_' O O N 2" X 2" X 1. " ANGLE W/ O __._ —.....-__. .._.._..0.-._.........__......0 __.._. W 1-1/2" LONG X. ® #14 SMS CR '�"A X 2%" ® o w S.M.S. ® 24" O.C. (TYP.) LONG CONCR ANCHOR tt S w 1" x 2" (08)H/ 1-1/2" 2" X 2" X 1/8" ANGLE W/ #12 ROOF PAIRIELS (REFER 6 } (- LONG #10 S.4S. 0 24' O.C. (TYR) f 0 (ROOF BEARING WALL) SMS 0 6" O.C. (TYPICAL) TO PLAN 'VIEW, SHEET I) m ® 2" X 2" HOLLOW p _ z I- ._....._.._.... 0 ii __(SCREEN FACE)_..__.____._...... BEAM tl w f- EXTERIOR CORNER DETAIL LU u cD w (PLAN VIE SECTION o z \� Z w o ROOF PANEL o IN T S N YP CAL EXTERIOR CORNER POST DET ILS (COMPOSITE PANELS) `s SHEET # O� I6&ATISHIp.r ltl iltL.dl'�ll"vtl : f. - I. _. • '+. '..,..,�'M1d, v y-_ __. - . . ._- _ — --.___ _._ _ _ _— __. _ _._. ___-... ._ .: � __ _ �_ __ _ ..