Loading...
119 Fleet Landing Blvd screen patio 2014 (2)2'4",-- T-0" 2'41- \-___- iLU Lni, Ln a 0 o O v v X X U \ M M \ \ \ N \ r ---------i \ \ r --------- v 2"X2" 2"X2" 0 iiiiiiiiii,;; ✓ /i/////////� iiiiiiiiiii, V A �lL/11U11U1� . , : .. ..... 8' 4" LEFT SIDE ELEVATION SCALE 1/4"=1'-0" 0 o � M \\Z-, EXISTING HOST STRUC�IJRE \ \ \M C20 \ \ \ \ \ \ \ \ \ OCn \ \ \ (n CnN \ \ \ \ f6 a.0-0 CJ C Qi L0.2 \ \ C C r 2 (n to � x I� 0 LL 5 Z U) M, / I I r —i— g�BT 9 12 �Q- 3" COMPOSITE PANEL ROOF O� I' OVER NEW SCREEN ROOM I I ( ii S ca 4 SOL _ Cn ry -0 r- rn u- rnmc > Ol !i II S r C=vy�}� °�� '0� Q=oho - I I` IIEn �- -- -- -- -- - � E s r � �_ _________________ __--- ---_-_-_ ______— Q 24' 0. ~ o PLAN VIEW SCALE 1/4"=V-0" is 6 i fl i N CL EXISTING CHIMNEY j — EXISTING-ROOF-BEYON \ \ ------------- Co 2"X5" SMB 6'8" \ m \\ \\ s \\ \\ "X2"X0.05" EDGE BEAIV — _� �1 U— LLONGITUDINAL L ONG1 TUDINA LELEVATION RIGHT SIDE ELEVATION 7'9" 5' 1" 51" 51111 8 SHEET # W 6 L ip LU 50Ln 5 R u \ Ln Lr *Contractor may change framing memeber sizes as long as new framing member meets the span requirements per attached tables. S U 6 2"X2" N (L r1i — - — C Co L Q R F OU - O 2" 2" 2"X2" 2"X2" 7- - 80 -- . i/iiiiiiiiiiiiii : iiiiiiiiiiiiiiiiiiiiiiiiiiii /iiiiiiiiiiiiiiiiiiiiii% 6'8" \ m \\ \\ s \\ \\ h C (6 .4-0 r to N m c� Civ Ica" — _� �1 U— LLONGITUDINAL L ONG1 TUDINA LELEVATION RIGHT SIDE ELEVATION Q '� E�o SCALE 1/4"=1'-0" SCALE 1/4"=1'-0" o co 8 SHEET # Z 6 L ip (n 5 R u \ �i �� *Contractor may change framing memeber sizes as long as new framing member meets the span requirements per attached tables. S 1 0 2"X2" N (L — - — C Co L 8'0" 16'0" 70 U — _� �1 U— LLONGITUDINAL L ONG1 TUDINA LELEVATION RIGHT SIDE ELEVATION SCALE 1/4"=1'-0" SCALE 1/4"=1'-0" o SHEET # Z 6 L �uf 5 R u �� *Contractor may change framing memeber sizes as long as new framing member meets the span requirements per attached tables. 1 N Li REFER TO BOTH ROOF PANEL FASTENING AND EDGE BEAM CONNECTION DETAILS OF ROOF PANEL SPAN (FOR FA$M ATTACHMENT) ROOF PANELS PER TABLE 201 SLOPE -------------------------------------------------- EDGE BEAM _--_-_..I.I__-- A� (REFER TO TABLE 202) UL Ui ROOF 2X2 HOLLOW (WICAL 2+9 OV(Z 16 NG i SIDE WALL of ADER) ECUON SIDE VIEW 4 NOTES: ca MAX.) I ROOF PANEL CLW R SPAN ED TO WALL OR FASICA PER DETAILS a TABLE 201 FOR ROOF PANEL SPANS 2) MINIMUM ROOF SLO E (FALL) 1/2" IN 12" FOR INDUSTRY STANDARD C4 } REFER TO TABLE 203 1} m TABLE 203 FOR POST SPANS I FOR POST DESIGN 1 I a ra TABLE 204 FOR GIRT SPANS CWUR RAIL OR KICKPLATE RAID V 0 i =OUNDATION ClCi (LOG "F' DETAILS INCID HOUSEROOF TI— - 11 --�-ROOF PANEL _- CONNECTION (SEE I it DETAILS) II I II I ALLATTACHMENT) !f � ! ! C5 I IIM== -7 .................................. i M , � 0 ' w fS W LL ace a z Q�ji4: t; o X80 0 =� ,o uolparbad oLu tu d�',gaz o '�cG�� o z 0 ° 8 ( Oz ppzzo O z [D 8O OC zjua Q�Z1 At�F {''I 4C1j ct °'ou�3X- Q ccL' g� t; 50 U. LTji��rF 0 gz 0.u a �g� OQ Ln ww M� rQ x } En p p2 m eg / sr / -------------------------------------------------- A� 4 4 UL Ui W W 2+9 TYPICAL (SHED TYPE) SCREEN ROOM ECUON SIDE VIEW 4 NOTES: •'-'., ; m FOR ALLOWABLE SPANS, REFER TO: 1) ROOF MAY BE CONN ED TO WALL OR FASICA PER DETAILS a TABLE 201 FOR ROOF PANEL SPANS 2) MINIMUM ROOF SLO E (FALL) 1/2" IN 12" FOR INDUSTRY STANDARD a FABLE 202 FOR EDGE BEAMS 3" RISER PANELS AN 1/4" IN 12" FOR COMPOSITE PANELS TABLE 203 FOR POST SPANS 3) ALLOWABLE AVERAGE HEIGHT OF ROOM 7' - 0" (MIN.) ra TABLE 204 FOR GIRT SPANS V 0 .................................. i M , � 0 ' w fS W LL ace a z Q�ji4: t; o X80 0 =� ,o uolparbad oLu tu d�',gaz o '�cG�� o z 0 ° 8 ( Oz ppzzo O z [D 8O OC zjua Q�Z1 At�F {''I 4C1j ct °'ou�3X- Q ccL' g� t; 50 U. LTji��rF 0 gz 0.u a �g� OQ Ln ww M� rQ x } En p p2 m eg / sr / VUIkiO'1! 30 NUI1V[7OSS'V Li[LNI4.f}'IV:iNi Jt7 NgISSlhlilld klUlildPAUNi i!)tli{itA1,LLVd NE MO 9'!OF{hA NI UiJl1C•OL�dJ>130 O.L.,IUN 0[0"t llBOlilAdO3:�P - - O G L rt Rej cY G '.n. �- F- .ft ['/•� 0 a ^,{"'j r.- 6 ti { rCn'C� i Lij w a 31 V F a. ,n rCi O 00 ir.UI.Zcl cz 601-�4y� r A,z rn �y y rjj Q ? Q yt uJ t/5 zpd��� GQ o.� QyU�•i � � r w `-+ u�. ) fj 4 m fi 0i T— 0 0 ? g .. UU'' N ut 1, W G t� no il w z a��w sI i5Q arq � vI �p Fes- p F- Q O rt 0 i }�� r4/ryl p, !(�rjyy� .✓ tL r {}^ 4J T Vt p RS 4J f:l f� 11 W, .fie r .'�..N G7 q L_ .,12 Ga 'dt t3 fi y N •-• CJ J— [7 a %� � r i';• t� � a Q u r., � I•, p •-+ rl m j• _..I u .t R M y �z WC) V)U u O H U�u a z �z� LUCIO Q 0 C) w0 "' o 'C O g 0 " °n0 ON 'n U Ty.� Q b ro'd� ug d on��w O N � •b '^ b C7 � SHEET # OF 6 P 4 4 UL Ui W W 2+9 ° + 0 •'-'., ; r, v I: u�i (n iR n o •� +u in a T w w N a V zQ G rjd r � V4 V uG 0= Q UI lf' ul Gi Li ip ip tU +O O Ll1 N 0 Xa a naS' 0x pel q a 3 n x ` G t7 G Qu}u, va wz= Lu � Z xDcam{= O Lu Vs! _ `T x W LD S rN u y- Lu vi 4 O c CJ Z -Fu co C +Y: M i+Ai ti P P 4 ut N Vf ii1 Vni � G� U) � � 6 uCi 0-¢¢ _ �. o (Q�j No o 2t kzCulcow x4 o ,a LLUQ! ii 1- 0 X to OR x G r W �U G o19 Xx 1 + G a aY Lu Z '.. uj 91, ul a ..Q O m VUIkiO'1! 30 NUI1V[7OSS'V Li[LNI4.f}'IV:iNi Jt7 NgISSlhlilld klUlildPAUNi i!)tli{itA1,LLVd NE MO 9'!OF{hA NI UiJl1C•OL�dJ>130 O.L.,IUN 0[0"t llBOlilAdO3:�P - - O G L rt Rej cY G '.n. �- F- .ft ['/•� 0 a ^,{"'j r.- 6 ti { rCn'C� i Lij w a 31 V F a. ,n rCi O 00 ir.UI.Zcl cz 601-�4y� r A,z rn �y y rjj Q ? Q yt uJ t/5 zpd��� GQ o.� QyU�•i � � r w `-+ u�. ) fj 4 m fi 0i T— 0 0 ? g .. UU'' N ut 1, W G t� no il w z a��w sI i5Q arq � vI �p Fes- p F- Q O rt 0 i }�� r4/ryl p, !(�rjyy� .✓ tL r {}^ 4J T Vt p RS 4J f:l f� 11 W, .fie r .'�..N G7 q L_ .,12 Ga 'dt t3 fi y N •-• CJ J— [7 a %� � r i';• t� � a Q u r., � I•, p •-+ rl m j• _..I u .t R M y �z WC) V)U u O H U�u a z �z� LUCIO Q 0 C) w0 "' o 'C O g 0 " °n0 ON 'n U Ty.� Q b ro'd� ug d on��w O N � •b '^ b C7 � SHEET # OF 6 0 a N a V zQ G rjd r � V4 V uG 0= (� Ll1 N 0 Xa a naS' 0x pel q ` G t7 G Qu}u, va wz= Lu � Z xDcam{= O Lu Vs! _ `T W LD S rN u y- Lu vi 4 O c CJ Z -Fu U # p '• t,% � � 6 uCi 0-¢¢ _ �. o (Q�j No o 2t kzCulcow x4 o ,a LLUQ! ii 1- 0 X OR x G r �U G Xx 1 + \\ �~ aY Lu Z '.. uj 91, ul a ..Q O m y, c� • • p SJ.N:iw]'t� a�jfLlj(1?I15 LSQH �n .. 5.l.NBW3i� 321fLLO(I2iiS LSgH p .�`I rj m a VUI2101! 30 NOuv 0O55V 19JL••Illiniv FFIi 30 NOISSIl•I'd3d N3111> m 3H11f10Ni m idVd NI wjlOFlm NI U30nCMId371 30 01 ION 0t0t lIj9IVMOOtJ VUIkiO'1! 30 NUI1V[7OSS'V Li[LNI4.f}'IV:iNi Jt7 NgISSlhlilld klUlildPAUNi i!)tli{itA1,LLVd NE MO 9'!OF{hA NI UiJl1C•OL�dJ>130 O.L.,IUN 0[0"t llBOlilAdO3:�P - - O G L rt Rej cY G '.n. �- F- .ft ['/•� 0 a ^,{"'j r.- 6 ti { rCn'C� i Lij w a 31 V F a. ,n rCi O 00 ir.UI.Zcl cz 601-�4y� r A,z rn �y y rjj Q ? Q yt uJ t/5 zpd��� GQ o.� QyU�•i � � r w `-+ u�. ) fj 4 m fi 0i T— 0 0 ? g .. UU'' N ut 1, W G t� no il w z a��w sI i5Q arq � vI �p Fes- p F- Q O rt 0 i }�� r4/ryl p, !(�rjyy� .✓ tL r {}^ 4J T Vt p RS 4J f:l f� 11 W, .fie r .'�..N G7 q L_ .,12 Ga 'dt t3 fi y N •-• CJ J— [7 a %� � r i';• t� � a Q u r., � I•, p •-+ rl m j• _..I u .t R M y �z WC) V)U u O H U�u a z �z� LUCIO Q 0 C) w0 "' o 'C O g 0 " °n0 ON 'n U Ty.� Q b ro'd� ug d on��w O N � •b '^ b C7 � SHEET # OF 6 cd d z O rL F 0µ,� I70� ::c, p C? X .H L. aN C? P w N 2N2ii M v0i N QQ z U 1•'i �k L 4 *C q �✓ uj .+' x !.4 Vi ..1 b :_ VOWUld #O NOLL'dGOSSV WN 4Il^611V 3R1 JO NOISSIH43d H31.11iiM 3141. ik v F N d z O rL F 0µ,� I70� ::c, p C? X .H L. x A N C? w 1 ,e O �A ti Gl L— .. z O �0E z w 0 � V a� L25 y LLQ. v2r UIM 1bVd NI dO TIOWA N1030f7 djlld 30 01 ION OIOC 1I'J1dAdO:T:.I; L 10 w If1 C4 GOLu �p�t- testi L T Z e K7 Ijv L Qom. V. r W W U, p6 dM t� r~' LLJ T�T LL�� T,! . • C -J r iJ a. a "' V p X,cw 9m X 4k 2 G w Zn a csviVvlw a Lam •,..• � 1- a I tri r4 z N m QXC) x kk z w (V r�o n 0 z q z W 2 z H rt 4 N I B114 �� a ROOF PANELS (SELECT PER TABLE 201) WALL HEADER EDGE BEAM 3" X 2'X 0.045" ROOF PANELS (SELECT PER TABLE 241) rel < (4)-#101NTQ SCREW 1 BOSSES -1-1/2" ..� EMBEDMENT TYPICAL 1" X 1" X 1/8" ANGLE BY 3" LANG (DRILL ACCESS HOLES -__ INTO TOP OF BEAM TO W/ 3 EACH 414 S.M.S. INTO EACH TWALL HEADER EDGE ACCOMODATE HEX DRIVER) MEMBER AS SHOWN J BEAM 3" X 2" X 0.045- 2" X 3' OR 2" X 4' HOLLOW .445"2"X3"OR2"X4'•HOLLOW POST (POST NOTCHED TO ACCOMODATE BEAM) —4L SECTION (SCREEN FACE)ELEVATION EDGE BEAM FASTENING DETAILS - 3" X 2" BEAM & HOLLOW POST (3" X 2" HEADER DETAIL #1) 2010 NOr TO BE REPRODUCED IN WHOLE OR IN RARr wmiour THfi virurrE.•I PERMISSION OF THE ALUMINUM ASSOCIATION WMItl4f1'IV 3141 dt) N0ISS34l1i3d FIJ11tL'h1 JH1 UI0H1IhA IVd Pit 4011OHM NI 030f1GO4dJi1 30 0110N 010e O rL F 0µ,� I70� ::c, 4 C? w N 2N2ii M QQ O v O rt 1•'i �k N � q �✓ uj .+' ..1 b o o o a Lil /z fi7 x x o 0 "� N �cxx Lu �� •' H I^ L4 `•` ,z= somO L —.-. ...._---.--�.-- -.— Z (•TiVA� JNRlV38) MOTION „Z X "Z IVd Pit 4011OHM NI 030f1GO4dJi1 30 0110N 010e C? JM" d x Q N 2N2ii M QQ O v O rt 1•'i �k N � N c 1 iY WVJ N33b:)5) v C6 D (TIVM 30IS) A K 2 V 40 N vi ti:e Vf SHEET # 2 ro 4i w 1-3 VQ1i1U13 30 NOLIVC3gSSV WTWIYlri'iV 3H1 dq NUi55lli1i7d N311IL+A. i 3tt11f1UH11tA to+td N! >10 :T'1dHh1 h![ d�tUl uj Z O , -. _ Beam [,$ECti to LLJ Post S_2 j L' of BoAs . __- ]iarnCis=t -- _-- 2 X i" Si t hia aTy Bcaln 2Xa S1,16 3. x 3[ W ._. 31 ---- X5 SCt Matn Bcaui .__ s _ 31X3 X.060 ! J9•I --- ° a 2XG �P�B 3 �i3 X,G6Q 3 r, X7',Sct Mai�t3ticain --- 2X1 5h16 3 X3'X fioD . -_...,_SLB" } 2 Xft Sr_t h(aruzy_[3cani 1 ZXK SMB 3 X3 X 093 3 --yg SLB - -- z X9 Set Maruiy Bcan1 _ CJI+ h— IU 01 ION 01Q2 1HD!dAdgU`n ' YI �V _.. uj Z O �_ -13o-1--s--R-g__ d -. _ Beam [,$ECti to LLJ Post S_2 j L' of BoAs . __- ]iarnCis=t -- _-- 2 X i" Si t hia aTy Bcaln 2Xa S1,16 3. x 3[ W ._. 31 ---- X5 SCt Matn Bcaui .__ s _ 31X3 X.060 ! J9•I --- ° a 2XG �P�B 3 �i3 X,G6Q 3 r, X7',Sct Mai�t3ticain --- 2X1 5h16 3 X3'X fioD . -_...,_SLB" } 2 Xft Sr_t h(aruzy_[3cani 1 ZXK SMB 3 X3 X 093 3 +£cOPYkIGIfr 20IO NOT TU BE REPRODUCED IN WHOLE Olt EPI PAk f WIL HOurTHE wRI TIEN PERMISSION OF THE ALUMINUM ASSUCIArLUN OF FLORIDA 44 C210 ALUMINUM ROOF 5 PANELS (TABLE 501) .t SLOPE EDGE BEAM (REFER TO TABLE 502) ROOF ERHANGe.- Rt?q>= P .NEL 1(.I,E.F1ft SPAN 0 t.� Z C1 5 :... _ 36COPYRIGHT 2030 NOT TO BE REPRODUCED IN WHOLE OR IPJ PART WITfiOur THE Wki rT£N PERMISSION OF THE ALUMINUM,%SSUCIATIUN OF FLORIDA ra to S :L z 4 n 7C+ N ca R iablc 50] -.Pos; to g�arn Fa tenmy-- _.. __ M iu»um �_ -13o-1--s--R-g__ d -. _ Beam [,$ECti to (A3b - Post S_2 j L' of BoAs . __- ]iarnCis=t -- _-- 2 X i" Si t hia aTy Bcaln 2Xa S1,16 _ 21155 2 3[ W ._. 31 ---- X5 SCt Matn Bcaui .__ 2X5 SMB _ 31X3 X.060 ! J9•I --- n inn rano _..- 2 XG „_Set i1aiWly_P,eam � 2XG �P�B 3 �i3 X,G6Q 3 X7',Sct Mai�t3ticain --- 2X1 5h16 3 X3'X fioD . -_...,_SLB" } 2 Xft Sr_t h(aruzy_[3cani 1 ZXK SMB 3 X3 X 093 3 --yg SLB - -- z X9 Set Maruiy Bcan1 _ lic9L SMd � 3 X3 X 093 .1 i 5[B 2X9 Set Marng ¢ram � 2X911 SMB 3 X3 X 093 C i -_ ` ILZ 9_ I 2X,�B Sril3 3 093 poub;c 2X9 Ili) SM_B I Z 2X9 4X4"X.125 �_ 2 4 3L�" Table 504 Angle to - - Column Concrete A cinbj1r hnshors _._ —�Cagx4L ach�[d Uxa 2.Eri5L�G,.tXaX2 q}ugdmcnt. 170Qv. ach 1L2 Lia 2 E�Ch 3[13 Ra X 2 cr}t�:c4man[ _ �. fiz9 ach 12 Dta 2 E ch 1[2 Dia X � EmLedmenz _ 21155 aeli,5[� Du 2 Earn 5LI3 Dd Xb Cmfedm�nt _ _. } BSrJ_ ach 1L2 Lia ° 2sten 111° 'Qu X 7 emb9dinent . _ %27,2 C En 3ncenn 2._..._ __- . -_- --- ! J9•I --- n inn rano GOQ al altalle km and wai-I bnr.,n •-+^--_-..•_�Y•� ....,.++r«�+cu. 1-911, ul aiyie' ri CPiS91emIj to be equal t0 Ute S12e Of the caluinn specified Isolated Concrete Faotlnq Nutc: FOutings of T- D" and above renuue ruinfurteinonr in rnn t;,..,i h.x--i - -- - - VgIt10'Id IU NOLLVL"IOSS'U' LJf1'1IL•lltiV 3311 dU NOtSS"[4iU3d N3.11t+iht 3HI "111 h UdVd NI HO J1UNPo5 NI 01DIM4,134 3U 01 ION OW IiiDNAdOXr - - - rl (' J r1, er m - C? a O T a r ti, c a o u v I SPU L Q E 00601 c 0 ca av %2 Q Z) V O LU r 'C7 5 M � n Cc N O Alwr r o j'L7 too ON U p Q 4 O U y d �USoti Q 8 w � NO �Q CJAC-1 O .COQ" ? sO. 4-a SHEET # co Fj VIP m 2 v0l"J dO I'milliniv 3- Jo N015s1wv3d njurm 3i11inf;5ILm N1 W 31OWA N1 ja ol WN 0 ,!iCOP'YklGllr2oionor 10 BE REPRODUCED IN WHOLE Olt IN PART WII ljour rTlEl-kirrfN PERmissm OF me ALUMINUm ASSUCLAtIoN OF FLORIDA T BEAMS 1115" D -ia-,F -3-/ 1 -1/2, I U4 Ula Jid' Ula w.J--112 1-112, 1jf1Njj-jnlV 3U jo Nol5S1'*17i3d ']-able 508 Req'd Fastener Design Values (M:jlrfn Edge Ultimate .2 J3 N1 ClUncoanu rens'ay ;�4 74 Sttear ;r Ln �c 000 22 165 4 27 IC D99bte 2"XT(H) SMB 26 19, —1— --- ---I 3,000 32 6 37 j. .19 22 L v ulez Alu = 7 27 D. Ln E� g P12 V) V) 1.0 V) i2 c x x x X 61�22Lv vi Ln V) X < X x x w V) V) la V7 Fx V) — — — ILI ILI Cfl xxxxx 2 2 'IV LD 2 'F CJ a d V) L9 A 3 Cl a 3 0 V7 V7 V7 V3 V) U) 2 Uj UT .0 Al (9 in ci a R F F .Q o010 Ll a F F - E 5 F 0 0 5 0 OF F S i d 8 . 3 (3 fn CoZD 10 rq N N • ,!iCOP'YklGllr2oionor 10 BE REPRODUCED IN WHOLE Olt IN PART WII ljour rTlEl-kirrfN PERmissm OF me ALUMINUm ASSUCLAtIoN OF FLORIDA T BEAMS 1115" D -ia-,F -3-/ 1 -1/2, I U4 Ula Jid' Ula w.J--112 1-112, Applied Mhinur n A Tab�e 504 'renson Anchor - --.Lodd. S CY 1jf1Njj-jnlV 3U jo Nol5S1'*17i3d ']-able 508 Req'd Fastener Design Values (M:jlrfn Edge Ultimate N1 ClUncoanu rens'ay f Tens un Sttear 000 22 165 4 27 IC D99bte 2"XT(H) SMB 26 19, —1— --- ---I 3,000 32 6 37 j. .19 22 L v ulez Alu = 7 27 Applied Mhinur n A Tab�e 504 'renson Anchor - --.Lodd. S CY W., 6 Sr M. VOlUO14 30 NOUVIDOSSV 1jf1Njj-jnlV 3U jo Nol5S1'*17i3d ']-able 508 Req'd Fastener Design Values (M:jlrfn Edge Ultimate N1 ClUncoanu rens'ay f Tens un Sttear 000 -LON 010t 200() S.: A —1— --- ---I 3,000 W., 6 Sr M. VOlUO14 30 NOUVIDOSSV 1jf1Njj-jnlV 3U jo Nol5S1'*17i3d N3LLNM 31-11.1 OLIVA IM NI 80 31OPM N1 ClUncoanu ga 01 -LON 010t 11492,WOD�J O D. g Cfl 7, L b .9 tn i? k. Z 0 M It 15 z ;< 9 iLU U 44 C) E- 0 40 4, 3 Cq Qj 4b, vowuli io 1140111imosw WWII myl v Ji -11 Jo N01551 t1luid IWILIVAIN jal, JJlOII1V11 1Wd N1 dO 310H.'A N1 oxneowu 55 OL ION 0 1 Ge J�Hql dAdo:K3) A A R ti N14 91 to Ll -9 9 P, U I A 0 6 r, C9 (5 A k Pi T: o f. A x Jr. x C) V) U U 0 W �4 U U iz O pA SHEET# 9 OF 6 4, 3 Cq Qj 4b, vowuli io 1140111imosw WWII myl v Ji -11 Jo N01551 t1luid IWILIVAIN jal, JJlOII1V11 1Wd N1 dO 310H.'A N1 oxneowu 55 OL ION 0 1 Ge J�Hql dAdo:K3) A A R ti N14 91 to Ll -9 9 P, U I A 0 6 r, C9 (5 A k Pi T: o f. A x Jr. x C) V) U U 0 W �4 U U iz O pA SHEET# 9 OF 6 vowuli io 1140111imosw WWII myl v Ji -11 Jo N01551 t1luid IWILIVAIN jal, JJlOII1V11 1Wd N1 dO 310H.'A N1 oxneowu 55 OL ION 0 1 Ge J�Hql dAdo:K3) A A R ti N14 91 to Ll -9 9 P, U I A 0 6 r, C9 (5 A k Pi T: o f. A x Jr. x C) V) U U 0 W �4 U U iz O pA SHEET# 9 OF 6 O pA SHEET# 9 OF 6 OF 6 WN IX7 Li r`! C) pl CQ h. d th Q V � OC 1 m y y1 `T fR VI fnco fp t•J � N N L l��y CJ Cs Vr 4? m 'D Q- v�. 41 Vj O t0 � Tl O T rY � y �. ° m .•Y T v to rv, C C � v (� O � C, '7•Y L!7 Sn W N N 01 N ui "r! y C7 .•r h m o3 hj m 6 6 N L r r1 N N V rf,,f C Q V011i013 30 N0L1'7o055V wrin1{41)lV vi d0 NOISS1waid 3 p r o o � o< / 1� N WQ 'sv pa a in q 0 q N 't 151 N O a N 'V a V' pL N M J tn N �) 09 u G � Gn 64 JD N h7 N �7 � V I VJ y'�i 'j' O nji t? 'J•. W Irl W 1 of La I N 9 hi 4 i ,Ln0N11A11+IVd NI W 910HPA Nl G37f1UOJldR 39 0110N me A A N Lo N c, a 10 N� Y� t•1 N •Y M [1 rA �i N r u; Y K M x) N K M M r• •} n tl Yi 'Y rvl Yh r •Y M Y•1 ry ------- ------ r.l '•O M --- �. •Y K M ----- r u. ------ --- q r6 in V Y M In Y Y M K M n N r w� :n Y Y ..) +G M -Y K N •r M r•1 r �^- ��aK •r �u1Y n•Y M w n.G u) •r •r rv,wur .iM v1K r �k-a swn J u:K•r wvM usY K.r owr. v: •r t,Jrw-rM u-H•r+rM pr-•rrwrtlN w •f 'r wn YKMi^ rnwnuYrl in i.rY .. ,a u5 v .f 1 1 �47 s JTwL^.�s V011i013 30 N0L1'7o055V wrin1{41)lV vi d0 NOISS1waid 3 p r o o � o< / 1� N WQ 'sv pa a in q 0 q N 't 151 N O a N 'V a V' pL N M J tn N �) 09 u G � Gn 64 JD N h7 N �7 � V I VJ y'�i 'j' O nji t? 'J•. W Irl W 1 of La I N 9 hi 4 i ,Ln0N11A11+IVd NI W 910HPA Nl G37f1UOJldR 39 0110N me A A N Lo N c, a 10 N� Y� t•1 N •Y M [1 rA �i N r u; Y K M x) N K M M r• •} n tl Yi 'Y rvl Yh r WQ 'sv pa a in q 0 q N 't 151 N O a N 'V a V' pL N M J tn N �) 09 u G � Gn 64 JD N h7 N �7 � V I VJ y'�i 'j' O nji t? 'J•. W Irl W 1 of La I N 9 hi 4 i ,Ln0N11A11+IVd NI W 910HPA Nl G37f1UOJldR 39 0110N me A A N Lo N c, a 10 N� Y� t•1 N •Y M [1 rA �i N r u; Y K M x) N K M M r• •} n tl Yi 'Y rvl Yh r •Y M Y•1 ry ------- ------ r.l '•O M --- �. •Y K M ----- r u. ------ --- q r6 in V Y M In Y Y M K M n N r w� :n Y Y ..) +G M -Y K N •r M r•1 r �^- ��aK •r �u1Y n•Y M w n.G u) •r •r rv,wur .iM v1K r �k-a swn J u:K•r wvM usY K.r owr. v: •r t,Jrw-rM u-H•r+rM ,Ln0N11A11+IVd NI W 910HPA Nl G37f1UOJldR 39 0110N me A A N Lo N c, a 10 1.1 0 Q •[5 Z 1 L m T In O H7 �yovi ❑ 5 q z GY C y Y 2 N F 3 L (] 13 J - qq h Q Q0 a r = t? w w 55, 5 u �3 ro a V(JIWLId :SO NOLLVC)055V !•#f6Atlkniv iHl JU MO1S51-mu N3iii' � 3H1.U10111th -LM NI U13:1 -10,11A N1 03Df)G0"iM au Ol lON otot IWI lAdO'4- .i �z W�4 1�1 ooz� CID N� Y� t•1 N •Y M [1 rA �i N r u; Y K M x) N K M M r• •} n tl Yi 'Y rvl Yh r •Y M Y•1 ry ------- ------ r.l '•O M --- �. •Y K M ----- r u. ------ --- q r6 in V Y M In Y Y M K M n N r w� :n Y Y ..) +G M -Y K N •r M r•1 r �^- ��aK •r �u1Y n•Y M w n.G u) •r •r rv,wur .iM v1K r �k-a swn J u:K•r wvM usY K.r owr. v: •r t,Jrw-rM u-H•r+rM pr-•rrwrtlN w •f 'r wn YKMi^ rnwnuYrl in i.rY .. ,a u5 v .f 1 1 �47 s JTwL^.�s G. r•rJi Inh'r l�+J v,Y •Y n [�1 .�-'.N A I SGn •G v NN n� �-Y •r r `r�J v Y � :j: � � � Y m ti � ti � n pi 1 M 'r 7• awv ^i' i`n h vi "•°. dui d sur r acid `a J1 nl wv; •r Y K mh11 Mrd •ru r� tam ,n c� c�prr,l •r ^ rJe �a�AA rJ r r � F pp .. +-I ppqq .. � i rMr :'1 .i �z W�4 1�1 ooz� CID N� Y� t•1 N •Y M [1 rA �i N r u; Y K M x) N K M M r• •} n tl Yi 'Y rvl Yh r •Y M Y•1 ry �,^. M Y Yr r.l '•O M •Y M �. •Y K M t1 r u. q r6 in V Y M In Y Y M K M n N r w� :n Y Y ..) +G M -Y K N •r M r•1 r �^- ��aK •r �u1Y n•Y M w n.G u) •r •r rv,wur .iM v1K r �k-a swn J u:K•r wvM usY K.r owr. v: •r t,Jrw-rM u-H•r+rM pr-•rrwrtlN w •f 'r wn YKMi^ rnwnuYrl in i.rY .. ,a u5 v .f 1 1 �47 s JTwL^.�s G. r•rJi Inh'r l�+J v,Y •Y n [�1 .�-'.N A I SGn •G v NN n� �-Y •r r `r�J v Y � :j: � � � Y m ti � ti � n pi 1 M 'r 7• awv ^i' i`n h vi "•°. dui d sur r acid `a J1 nl wv; •r Y K mh11 Mrd •ru r� tam ,n c� c�prr,l •r ^ rJe �a�AA rJ r r � F pp .. +-I ppqq .. � i rMr :'1 .ri '�: p ti c5 � � N � � .qi I•j Y J � 'r Yt .G O im pp K u� rD £?hf?Srk:G 73af)Sr),f:t3 C3ef1SOd:C &=cf'nry:7G Q3�f15f1;X3 tl3JfiYk1� (pusol�u3 MiktLled) Y 3dA1 (pasuf:lu3) IY 3dhd VUWOl3 30 NOLLVIQO55*J 4)f6Nlwmv 3H1 d0 NOISSINd3d N311CdtA 3H1111MU M UVB NI d0 31OHM N1 Q3DnGGW3N 311 Ol -LON 010Z 1HWUIIOD'J - - as rb ea 9 � t' N m 01 LU LL ILI r! zy Co 111 •ms's ;1 k; LU ' x r! Q a af UJ r }I o m ti1i T a C Q u- L .xd a s t3 1� 4 �.i W. i t7 8 ♦ �i LU CK� 11 Sk11.' V LF !� 1 7 va O' v yU day -dU � o� � N O "d � N V i., �i SHEET # l°J OF 6