Loading...
HomeMy WebLinkAbout04100220 Building Plansa Q 0 a SHINGLE OVER CONT. RIDGE VENT Ln e z R(t rA501Ax IxS SIDING R.IE!E- I`'IAIIN',•iC:e� 5E -- DETAIL RAKE -ftp w/cR04IN + ENiiL _ RAKZE FRIEZE -MAIN HOUSE- SEF DE74L FLASHING FINISHED FIRST FLOOR LINE --_ TIMBERLINE SHINGLES W/ "30 BUILDING a; 3'-4 1/2' fOR _ SAF DETAIL,S IX4 TRIM FELT ON 1/16" ROOF SHEATHING �� 6" DIA OO vER 0 - 1X UNLESS NOTED JIN0Oa.'•/D0OR JAMS TRIM- - IX4, 04ERE SHOD, W/ BEVELED TOP 5N: C' DOOR HEADS_ AS SHOW IX8 TRIM CONCEALED FLASHING a !kINDOLJ 5111L Tq-,'!"- Aa 51 0UN w/BEVELED TOP DORMER I/2" SHEATHING i 2 COAT SYNTHETIC E.IF.S. SYSTEM 2 ✓' °, ! 3'-81/2" Py Hs" s_ ^_L VERTiOAL 1N T ER�~�EC:=T 1C ±O ROMINOF 1X10 TRIM �. I f �ti - h ^,, :. .A:. H WA s f _ `w � T_ LOW E ,'�IGLES- _ M ER,-1NE SHINGLE -5 �;r5HIN;2LE OVER Fi '; zE _ _ `OR�1CsE Pte.;, � f f -- IX8 � � " � �y l IO lie; T �'E; i- AL VENT, A ;JI 'J EIDGE METAL o I m 1 FLASHING —�-_ -- - - -- J !:141 i � f , GLASS ` _ SCALE: 1 1/2" = 1'-0117 't�' t%---------- ---- - - �-- RAISE GU"TER AT -- BOARD 24" FINISHED STORAGE FLOOR c: ,_ , 4 3/4" 8ii I R 6HEA 4NI A 4 3/4" 71!6" ROOF EDGEETA� AI LIMN':r� EDGE1*41 GARAGE PL.a t — -- - --- - -- T - - J - - -__- _ — -- - -- _- __-_ ��� - - - - FIRST FLOOR FLATE CROWN I CROWN _1X8 - - -- iX8DOUBLE i ( - — . `; ~ Ti i -- - - - i -� T -----------i? 3 -- --- -- ---- C F! ---- --- --, II -T i T — YK �' - BRICK SOLDER HEAD w/ GALVANIZED GALVANIZED STEEL ANGLE 3 1!1 x 3 In x 3/8 1X6 j �_.� 1X6 FASCIA - - hI - - I Is - Imo- € I'! --r� — II z -�---� LINTEL W/ FLASHING t FASCIA E - - I{ li I iif i_ fI - E �T ROPE WEEPS ---- (r # t -T_ HARDI {•----TRUSS ROOF FRAMING SOFFIT ' W/ 1/2" SHEATHING HARDI TRUSS ROOF FRAMING SOFFIT I W/ 1/2" SHEATHING 1 j -- ---- — - ---- - -- -� it I _ E (i 0' _ �I j�l = - �- PROJECTING BRICK QUIONSCAD _ I CROWN F � i- --- � (i `-------- I -- 11� � ff�- _ ,_�� CROWN I BLOCKING A5 , ��- - BRICK ROWLOCK SILL i DENTIL BD s : DENTIL ED 5/8" SHEATHING ' I i-tX�-APiZ6N_--tifd-�tPRON- _- _ ,- C 1X6 TRIM _.-.__. 11/2" AIRSPACE 1X6 TRIM i .i-,-�-.._ .i___ -T HIGH PONT __ _. --_ _- ____ i --� -�- - —.-L— L --- ED R.� , FLOOR HARDI LAP MASONRY GARAGE F;_.00R �'JL SIDING - 4r DOUBLE WATERTABLE BOARD TRIM 6x6 P05TS SEE DETAIL PRO C BR LDIER COURSE BAND AT SIDING �-SCALE. 1" I'-01' _ —'� n AT MASONRY _ /�y7 jj( ¢ ^ 1,} s.. �a--✓ �,--./ ' i Off } d i -' �Fi i *.cJ I i = i bil SCALE: i" = 1'-m" I � _ V-011 ��1.._ SOLDIER GOUROES � 5CALE: 1/4" �--_-----__.___� __-.__-�----_---_---- ..� EXTERIOR HOUSE WRAP i�OIXLOGKS RAISED OFF BRICK ON ALL WALLS d 3/4° 8ii TiMN!G�E Nm ES 112'' EXGEPT NHERE i T _ U r _ a E i TI t€� ! R0H� A HItG .�ERL NE SF;iNG LE5 ON 300 FELT ON �! 30" FELT 1116" ROOF SHEATHING TRUSS ROOF FRAMING TIES I FRIEZE BOARD _ � ALUMiN'UM ' �✓ CROWN EDGE METAL IX8 FASCIA 2x4 LOOKOUT SHINGLE OVER CONI. RIDGE VENT FLASH BRICK LEDGE AND ALL WINDOW SILLS V 1X6 2 %` AND WINDOW HEADS 4-- O FASCIA HARDI HARDI »- TRUSS ROOF FRAMING SOFFIT SOFFIT j W/ 1/2" SHEATHING ' --TIMBERLINE SHINGLES W/ X30 BUILDING �• CROWN ON IX4 TRIM - 14f" .___ CROWN FELT ON 1/16" ROOF SHEATHING HARDI LAP DENTIL BD NATER 5 H E L 1T IGE NA L/ SIDING 2X4 WALL W/ 1/2" - SHEATHING E INSULATION CLAD 3624 OVAL WINDOW I INSTALLED I I `l H 1 6 H 11,%0 ^ ` �L AT DORMERE HARP( LAP SIDING w/IX4 FACE TRIM RISK AREAS W 00 1" = 1'->O" �! � '� *lTP TIO Subject to c©mplianca with all regulations -E..+ AT DORMER ,f',� of State and Local Codes. � � U ~ �` DEPT OF COMMUNITY SERVICES --� SCALE: I" = 1' -O° \. i ,i <=�------- --�� ��\ C9Y OF CARMEL / CLAY TOWNSHIP, \ \ SLOPE FLASH _ ALL NINDON �� TIMB / SILLSf TIMBERtxiNE ESE ON 30" FELT `�� TRUSS ROOF FRAMING ---- - -- -- -- --� \ - - '"H7N�E�� : ON 30" FELL f _ - = - -- -- - _- - - ---- -- - - - - - - -- - -- - --- 11116' ROOF ,EA.TPNG -� --TRUSS ROOF FRAMING A' A' , MI ;' !i" f`` LU 3 .,: ,i f ' EDGE ME',A— i __ 2 ALU"11NN, — T � r E META- , j LOORII�s SYSTEM 21 2x4- 1X8 FASCIA LOOKOUT TT - — _ i.� —� - `l ! '---� ' `mac' -i _ -- �_s I'=_ - _ y r - - I _ r -T _ _ 1 I - 3 - , - L LU !m I' 1" i'—' =r __ - - i j - i FIRS, FLOOR PLATE BRICK SOLDIER HEAD w/GALVANIZED STEEL ANCsLE 3 1/2 x 3 I/1 x 3/8 0 2 4 OUT-��T_ JI X IX8 FASCIA I ? - - i - € i�1—Li�- : j j i -r_ -r--'-?-'-� -' - , T I ' i i l� L� - - - I - ����-- - - Es 'I s- I` ii i ' ! r i---� I, z = LINTEL W/ FLASHING t _a - fi 4T --- -- �' t r 1�,- c (--�! �- I I I � µ__ _ I `_T-T��.. 1 Ij I _!! � -� /�p� p� - ROPE WEEI-�J _� VENTED HARDI E i VENTED HARDI SOFFIT 2X4 WALL W/ 1/2 " - - 7 ' v C -- -- :.-,�-,' _LLJ i { rl-f �--1 : E ' I I r-�-- i I --- i ! . -'T - --- -�-,-r---r _r-�, _S---!-`-,�-,- E '' ! € :�--�1 -1-•—r '�=r��-=S� �� i_= ` . �'! � I I - � y-�-�--r-_�- �_=-- i z1, I-�- ' � ' f T p ! I 1 j i , I : E = rte- i € �r I T—. r -L J E LL _ �L^- 1 ; 0 i r - = i TT I i f (.1 ! i itI L i '! _' '` ;I' PROJECTING BRICK QUIONS SOFFIT - ' SHEATHING t INSULATION � i t i ice__ r-1- �� i . I ; I ii -' _ T=' L _ _ I _ v - CROWN -� T tT:---�-�-a-z-L — � T _ !i _L-y1T1 i _ e I i I , z I _ T + �i BRICK ROWLOCK SILL CROWN BLOCKING AS REQ'D. -' a - 2X4 WALL W/ 1/2 DENTIL BD ---`--r----'- --_r`i—S---�-- --� �- r-- J-,�-t--Z--:-��- -- ` --- �_ l�..J ; i�. iI {-r�-.S �_T- - - - - = T -cam =TAT _ i1 - _ T T. -T - Tey - - -� -- 1- -- r " r r - - - - ---..{ ---�-,, �� - - - - - _ -- =S = L T — - ' , FfiviSHE� FIRS FLOOR ;R1 yrs B DENTIL BD SHEATHING t INSULATION 5/8" SHEATHING �� !' -_ _ = I� - `4 M111/4 1X6 TRIM -- _ _ _ T �-----r1—�1 _ ____._�_____._ _._ __ �__ -_- :art EJ Y' 11/2 AIRSPACE fHE IX6 TRIM XXY HARDI LAP MASONRY STRUCTURAL PROJECTING BRICK D -'AT'= 04/0. 1104 SIDING p_0" -- �°� COLUMN SOLDIER COURSE BAND 5�+E�-�, i 1'-4"'1 � r I AT GARAGE SCALE: 1/4" = V-011 -------- _____ _0 V e= AT MAIN HOUSE �' _ SCALE: 1" = I' -O"= r SCALE: 1" = 1'-0" a Q 0 a R( I + TRIM- FASCIA' Jx8 FRIEZE- MAIN HOUSE SEE DETAIL DORMERS - SEE DETAIL RAKE- IX(o w/CROWN 4 DENTIL RAKE FRIEZE- MAIN HOUSE- SEE DETAIL DORMERS - SEE DETAIL CORNER BOARD- IX&, UNLESS NOTED IGE I$ HATER SHEILD WINDOW/DOORIAMB TRIM- IX4, (WHERE SPOLLIN) UNDOWDOOR HEADS- AS 5HOUN' WINDOW SILL TRIM- AS 5POUN INSTALLED IN H16H SIDING- HARD! (ol' LAP51DING RISK AREAS FLASHING- ALL 'VERTICAL INTERSECTIONS TO ROOF MIK (oll EACH WAY MASONRY- BRICK 5HINGLE6- TIMBERLINE SHINGLES w/61-IINGLIE OVER RIDGE VENT. ALUMINUM EDGE METAL STORAGE PLATE FINISHED STORAGE FLOOR HIGH POINT SHINGLE OVER CONT. RIDGE VENT SLOPS � FLASH ALL WINDOW SILLS CN CONCEALED FLASHING DORMER Ixa IX6 DOUBLE WATERTAIBLE BOARD TRIM SEE DETAIL I &X6 POSTS 6CALE. 1/4" = V-011 12 12 FALSE, FYPON VENT 101 10 SADDLE CONCEALED FLA51-11W-s TIMBERLINE SHINGLES LU/ 030 BUILDING FELT ON "1116" ROOF SHEATHING T T —L -T 12 11/2 1 , SCALE: 1/4" = I'-01' PROJECTING BRICK SOLDIER COURSE BAND LOW E GLASS BRICK SOLDIER HEAD w/GALVANIZED STEEL ANGLE 3 1/2 x 3 1/2 x 3/6 LINTEL UJ/ FLASHING 4 ROPE WEEPS EXTERIOR HOUSE WRAP ON ALL WALLS FLASH BRICK LEDGE AND ALL WINDOW SILLS AND WINDOW HEADS X8 TRIM w/5EVELED TOP OVER IXIO TRIM PROJECTING BRICK QUIONS y FIRST FLOOR PLATE FINISHED FIRST FLOOR DIQ-Ay` N BY Nfl\/N xxx D A T'L--: !f I w I I m I 21-101/21, 39'-1" 25'-1" 14'-0" 4 STARTING: A 6" FROM EACH CORNER a 6'-0" O.C. N � TO 95% MAX. DRY DENSITY. PER PIECE OF SILL. 3. STANDARD BASEMENT AND GARAGE SLAB i. CRAWL SPACE ONLY TO BE 4" CONCRETE ON 4" OF A. PROVIDE MIN. 4" PEA GRAVEL OVER GRAVEL FILL. 6 MIL. POLY VAPOR BARRIER 4. STRUCTURAL CONCRETE FOOTING TO BE 2500 B. DEPTH OF CRAWL TO BE MN. 2'-0" sr �t 5. BOTTOM OF ALL FOOTINGS TO BE SET BELOW LOCAL FROST LINE. SEE DETAILS. 15!77 0 I La ` I 1/ENT e I — — — — — — — — — — — — — W ce I r 7 DROPPED 11 1/8" F E i O LAM 0 UJ r� i 1/2" LME FOR DROP BLOCK TO SET 12" (MIN) TO IS" l BELOW E ICA BBEALUU � w/ I r C'4 rr r I 11/2 LME FCR SUMP 0 SET 12" (MN; TO 18" (MAX) V BELOW GRADE a _ a VENT �I I I =v � I I 1'-4" E I O L— — UJ 2 GARAGE SLAB 15'4" 12'-9 V2" II' -i" 14'-111/2" a NOT EXCAVATED -00' I I PILASTER N 12 BELOW \ TOP OF FOUND \ iLAM_ - DROPPED DROPPED -I \- LAM BEAM 3 � HOLD DOOR OPENINGS I I ' u I I_ PORCH SLA$ I I \ DOWN 11/2 BLOCKS O PORCH _ i t r l l e Not EXCAVATED 5LA5 I e r NOT EXCAVATED —-------- --� 8" L___—I I I �� \ I I I \ � � CNII I I 2'-4" 9'-3" V-41/2" an 2 L 12'-91/2" II' -7" 14'-111/2" I `fl \ 2'-115/ " F 7 DROPPED II VS" F -1 \ - - � LAM BEAM a PILASTER L_J L_ \ v ,,, / 12" BELOW I s TOP OF FOUND. \ TYPICAL � I BRICK LEDGE I6" X 16" PIER \ (— I ( 12" BELOW TYPICAL o TTOPPi F FOUND. CRAWL SPACE .o o� FOUNDATION NOTES: I I N = ? o 6 PROVIDE ANCHOR BOLTS IR" DIAx IS" I. ALLOWABLE SOIL PRESSURE 2000 PSF. STARTING: A 6" FROM EACH CORNER a 6'-0" O.C. N � TO 95% MAX. DRY DENSITY. PER PIECE OF SILL. 3. STANDARD BASEMENT AND GARAGE SLAB i. CRAWL SPACE ONLY TO BE 4" CONCRETE ON 4" OF A. PROVIDE MIN. 4" PEA GRAVEL OVER GRAVEL FILL. 6 MIL. POLY VAPOR BARRIER 4. STRUCTURAL CONCRETE FOOTING TO BE 2500 B. DEPTH OF CRAWL TO BE MN. 2'-0" sr �t 5. BOTTOM OF ALL FOOTINGS TO BE SET BELOW LOCAL FROST LINE. SEE DETAILS. 0 VENT �I I I =v � I I 1'-4" E I O L— — UJ 2 GARAGE SLAB 15'4" 12'-9 V2" II' -i" 14'-111/2" a NOT EXCAVATED -00' I I PILASTER N 12 BELOW \ TOP OF FOUND \ iLAM_ - DROPPED DROPPED -I \- LAM BEAM 3 � HOLD DOOR OPENINGS I I ' u I I_ PORCH SLA$ I I \ DOWN 11/2 BLOCKS O PORCH _ i t r l l e Not EXCAVATED 5LA5 I e r NOT EXCAVATED —-------- --� 8" L___—I I I �� \ I I I \ � � CNII I I 2'-4" 9'-3" V-41/2" an 2 L 12'-91/2" II' -7" 14'-111/2" I `fl \ 2'-115/ " F 7 DROPPED II VS" F -1 \ - - � LAM BEAM a PILASTER L_J L_ \ v ,,, / 12" BELOW I s TOP OF FOUND. \ TYPICAL � I BRICK LEDGE I6" X 16" PIER \ (— I ( 12" BELOW TYPICAL o TTOPPi F FOUND. CRAWL SPACE .o o� FOUNDATION NOTES: I I N = ? o 6 PROVIDE ANCHOR BOLTS IR" DIAx IS" I. ALLOWABLE SOIL PRESSURE 2000 PSF. STARTING: A 6" FROM EACH CORNER a 6'-0" O.C. 2. FLOOR SLAB AREAS TO BE COMPACTED AND AT EACH SIDE OF ALL OPENINGS, MIN. (2) TO 95% MAX. DRY DENSITY. PER PIECE OF SILL. 3. STANDARD BASEMENT AND GARAGE SLAB i. CRAWL SPACE ONLY TO BE 4" CONCRETE ON 4" OF A. PROVIDE MIN. 4" PEA GRAVEL OVER GRAVEL FILL. 6 MIL. POLY VAPOR BARRIER 4. STRUCTURAL CONCRETE FOOTING TO BE 2500 B. DEPTH OF CRAWL TO BE MN. 2'-0" Pi, SLABS 3500 PSI. BETWEEN BOTTOM OF JOIST TO GRAVEL. 5. BOTTOM OF ALL FOOTINGS TO BE SET BELOW LOCAL FROST LINE. SEE DETAILS. N FIN. FLR GARAGE SLAB tu 4 O >-e N r8"BLOCK N 16"x8" DEEP CONC. FOOTING 0 FIN. FLR FIN. FLR GARAGE SLAB PERIMETER INSUL. n N 8" BLOCK 8" BLOCK ' 16"x8" DEEP CONC. FOOTING I6"x8" DEEP WAtERPROOFMG OCONC. FOOTNG O v C4 N PORCH SLAB n - FIN. FLR FIN. FLR FIN. FLR = GARAGE SLAB PERIMETER INSUL. ff�BRICK— S" L BLOCK VENEER PERIMETER INSUL. ik Lou PERIMETER INSUL. 8"L t" � XK 8" L BLOCK > a =C14it 8" BLOCK 8" L BLOCK „ 8" BLOCK I6 "x8" DEEP a BLOCK WATERPROOFING CONC. FOOTINGS I6"x8" DEEP 16"x8" DEEP O CONC. FOOTING O CONC. FOOTING WATERPROOFING Foundation 6ectior5 SCALE: 1/4"=V-011 8" BLOCK ib "x8" DEEP OCONC. FOOTINGS 3 foundation Plan SCALE: 1/4" = 1'-0" 2" RIGID STYROFOAM INSULATION INSTALLED ON FOUNDATION WALLS BY FRAMER VENTS IN CRAWL ARE TEMPERATURE SENSITIVE & WILL OPEN & CLOSE AUTOMATICALLY a m \ r • U W W V 0 ^c W I � 12'-9 1/2" Il'-," 11'-, 112" W ce I r 7 DROPPED 11 1/8" F E i LAM 0 UJ r� ICA r C'4 rr r I 11/2 LME FCR SUMP SET 12" (MN; TO 18" (MAX) BELOW GRADE — — VENT VENT I 5/8" I 38'-4" 2'-4" foundation Plan SCALE: 1/4" = 1'-0" 2" RIGID STYROFOAM INSULATION INSTALLED ON FOUNDATION WALLS BY FRAMER VENTS IN CRAWL ARE TEMPERATURE SENSITIVE & WILL OPEN & CLOSE AUTOMATICALLY a m DRAWN BY GHEGKED BY XXX DATE 04/01/04 SHEET NO. 3 a I I 0 U W W V 0 ^c W � W ce 00W E i 0 UJ DRAWN BY GHEGKED BY XXX DATE 04/01/04 SHEET NO. 3 a I I 0 UJINDOW 5CH DUL. WINDOW NO, R.O. WIDTH R.O. HEIGHT 2535 253/411 353/411 3153 31 3/4" 53 3/4" 2965 2133/411 653/411 2911-3 813/411 113/4" 2953 293/411 533/411 3365 333/411 6531411 3525-2 103/411 253/411 3311 333/411 113/411 3111 313/411 113/411 3141 313/411 413/411 3111-2 143/411 113/4" 14196 1401/811 61331411 6096 (003/411 61331411 Arch Elevatior 1 SCALE: 1/4 " =1'-0" W 1011E I,= i I—AV SIN FLOOR: 2,48(' �R GE: 615 :ONT PORCH: 181 ;REENED PORCH: 19; --CREATION ROOM: 384 I.F/A1i7 SCALE: 11/2"=V-011 O GYP. BOARD 3/4" VENEER PLYWOOD i PANEL MOLDING 4-1 41/4" CROW MOLDING ON BLOCKING r V 2 1/2" CASING O 1323 MOLDING i e Ix12 6'-0" 1x2 4" i TILE FACE �tL9i SCALE: 11/2"=V-011 O �� 11w 4a •,...� ►;t " •�" . 2525 W 35.5-2 AV—HDR U 4-1 HD •96" 31 LONG V O II' -31/1" 12'-1" 14'-31/2" i 6'-0" 31'-8" 2'-4" Q) SSSS ce 46'-0" V J r E 40 #0 III' 0 UJ 0 a-, 1. Slop MAN, n PANEL MOLD MA 41/4" CROUN �MAINEi CASING Fir5t Floor P milmol DRAWN BY 411 �� 11w 4a •,...� r 0 0 " •�" . 2525 W 35.5-2 AV—HDR U 4-1 HD •96" 31 LONG V O II' -31/1" 12'-1" 14'-31/2" 6'-0" 31'-8" 2'-4" Q) SSSS ce 46'-0" V J E 40 #0 0 UJ r 0 0 " •�" . 2525 W 35.5-2 AV—HDR HD •96" 31 LONG 2'-10" 3'-2" II' -31/1" 12'-1" 14'-31/2" 6'-0" 31'-8" 2'-4" 46'-0" V J 0 0 10 1/1" PANEL MOLD 41/4" CROUN CASING Fir5t Floor P DRAWN BY 411 SCALE: 1/4" = 1'-0" CHECKED BY 2323 MOLDING XXX TILE FACE 6" DATE 12x12 04/01/04 RAISED TILE _ HEARTH 8" SHEET NO. ire l� C�Elevatior 4 2 SCALE: 1/411=11-011 r 0 0 39'-1" 29'-0 1/2" 5Q3" 4'-3 1/2" IS' -11 1/2" 14'-4" ATTIC ACCESS WALL ® 5'-0" WALL • 5'-0" WALL • 5'-0" A SLOPE SLOPE CLG SLOB `^ SLOPE CLG st E CLG _ I - CLG � — 8'-0" CLG FINISHED RECREATION ROOM STAIR -2 c 8 -0" CLG UNFINISHED CARPET CARPET STORAGE S' CLG rp '� 8' CLG A FINISH DRYWALL ONLY 384 SQ FT 42" WALL NO FLOOR COVERING W/ WOOD GAP S CLG 188 SQ FT SCLG LOPE S _ M — CLG T a� – C SLOPE WALL a 5'-0" I I WALL a 5'-0" �_r I "' WALL • 5'-0" I,u Lu `" ( —W I I ATTIC ACCESS cqU UN — I V� 0 u I I U CA�PET 2' 4 /2" DSCDH3353-2 STAGGER FRAMING DSCDH3353-2 HDR a 12" W/ SECOND TIER OF HDR • 12" STEPS. W/ WOOD CAP LEDGES 5'-2 1/4" 5'-2 1/4" 5'-2 1/4" 5'-2 1/4" V-10 1/4" 10-41/2" 8'-5 3/4" 10'-4 1/2" 39'-I" 14'-S" a� a� 0 0 me DRAWN BY MVN GHEGKED BY XXX DATE 04/01/04 SHEET NO. 5 I !- r r I I I I u 4-1W V � O cn — �L > ��Jo 0 � * 0 U a� a� 0 0 me DRAWN BY MVN GHEGKED BY XXX DATE 04/01/04 SHEET NO. 5 I !- r r I I I I 'ON 113HS (2"/X 911VO xxx ).9 CI3�ISGHO XXX ).9 NMVSC1 evuemow uqor All SGWOH 3nivAmM 31lS0dW03 rn { I' �4I SN I 'c -41V -1-11-LG MV 'c'�ID N -1'd 101 00'Ge O X �]C[ISNI z!IV Tills 9N1-11�I/D O L' b I TV 101 Ll' N 00" 1 ONIC[IS X0019 ":)NO'--),, -1. �m ~Vol 00' e I Ln G-17* N N '1.NOO , ZX„ Z NO 11'v1n5N I a 191z{ 10 IA N '-4 h zl�IZlZl�f9 zlOd'dl� '11W 9 Ln - 9'v'15 '0NOO ., 17 Y A h N h o h - a2PdOfl�S'v'9 QOOM N 0 evuemow uqor All SGWOH 3nivAmM 31lS0dW03 1109 zlOH9NI1 „91 X ,,g/2 �111d1d WO11O9� Ito -f I \'_l.-:-Ia '2� I IV G NIW 5 - Z139NIZI15 ZI X Z 1H91�]H 2951'4 z4O=4 z4�51 2S clv�311 QOOM CIOOM 'NIS „ 7/5 1101 9 NO11'd1n5Nl Q191z4 „(2/S O-b'j Qp -Zl rn q) I' �4I SN I 'c -41V -1-11-LG MV 'c'�ID L 1'(2 e -1'd 101 00'Ge NOI i v-inSNI NMO-19 X �]C[ISNI z!IV Tills 9N1-11�I/D O L' b I TV 101 Ll' '1X�l NOISN�ll 00" 1 ONIC[IS X0019 ":)NO'--),, -1. 0 00' e I NO I_L v-lnGN I-L-LIVG G-17* 1109 zlOH9NI1 „91 X ,,g/2 �111d1d WO11O9� Ito -f I \'_l.-:-Ia '2� I IV G NIW 5 - Z139NIZI15 ZI X Z 1H91�]H 2951'4 z4O=4 z4�51 2S clv�311 QOOM CIOOM 'NIS „ 7/5 1101 9 NO11'd1n5Nl Q191z4 „(2/S O-b'j Qp -Zl Ito 11 IIVI GIV-f S NO NO Il/D�Is TIVM 15101'-I ..Z/1 b O - o St�'Z4 Qzi'�O9 �z�IZ4� n�Xu I NOuvin5Nl 55'd19z991=4 0 -?J Qz4'dO9 1 I �=405 QOOMJ.1d 5/c� ..g/5 0.O ,.91 Qn1S �XZ QZ4'dO9 Z4311n9 119X„ Z �.'d1d dO1 ' 19Q �XZ QZ4'v`O9 lV1O5'v`� „9X., I-f-1'dMJ•c!a 2:11 NO11'd1n5N I NMO19 85-Z4 91/L 1-13A #5 L S 19NIHS 55'd19Z1�91� O'O „O -,Z S�SSnzl1 a�zlnl9'd�nN'dW 63d3 Zl Qp „o - 11 = ,.Z/I 1N�]Nl IGVGIM -i 1 V -L1 JC[ -1- VM ON1100=4 ' 9NO0 ci�3wOd '1NOO 191X„ g 111= 6v-lnNYd !I 9If15 ":)NOD „i7 NOI1'd1n5Nl Q191z! J.�1Q-N-�nl �1'd1d 1115 'v00 ., 9X.. QZI'VO9 aNVG Cdr-) b l = �m'dl�-� X11 sodwo0 1-Z4 ONIal NO uv-in5N I a I91?J „G/S i{OO-19 G?.-4VO9 1 I �=4OS QOOMJ.1d 5/ZI , G/5 ci&vo9 ZG11n9 ., 9X., Z aZlb'o9 'vIOsV =4 QZ4'dO9 zl��'v'M .91/L 5�119NIH5 55'v'19z1�9 ('S9�dS ?J3d 1H9GH) 11'VM NOIIVJNnO=4 'ONO9 c:Awod XDIHI .,8 `0'O ,,-bZ Z# ls101 -1 „Z/1 b �- a�11'v`N v Q�in19 '950 ,.g/L �l1'v1d �31Os „-bX„ Z 0'O .,7Z QUI 'd',l'S Z# '15IOf -1 Z/1 b �- a311b`N Qgn19 '950 „e/L 31V1d 3�OS ,tx„Z z4 Iziz4'¢9 z4Oc4VA S -b' ZI NO11'v'1n5N l 51-z4 0'0 „91 o an15 -bXZ �1IV1d dol '190 -VXZ --1-hdMJ.c�Q „Z/I -M )NO11'v`1n5N1 NMO19 *,--)*o,,o-,z: ® S�i55nZ41 ci c4w .0'v=4nN'v`W �Q'v219• . . >0019 91 Xg =iO �isZ{nOO (I) �l1v1d 1115 lv00 tlXZ SZb' 'C� '61 IV 8' Z4 z1��N�1� �01z49 X0O-19 ibXZ Q�1'dOJ2I =A -bX I Q c�'d 09 11 ��05 CIOOMJ.1d 5/?.4 ,.8/s Iz4'v`O9 Z911n9 ., 9X„ Z / Gci v'O9 V 105,V =4 .9X., I Qz4'dO9 ZGAVM .91/1- -L-G=4 .91/L11G=4 #SI 5�19NIH5 S5'd19z1�91 3Q151n0 W021� 2!I'd '9W00 9N11OO� 'ONOO ci Ziwod '1NO0 „91X„8 6eo'v' 4e Asn ION OQ (NIW S' L-zl) ' -inSN l (3101 --?S ., Z/ I X0019 ' ONOO ,. 91 X„ Q =4O 53521 nOO (5) 1-109 2!40H0Nb ., 81 X ., 8/5 lslor -1 „Z/1 b -iM'V�'�) NO NO11'�)�]5-1-11VM Q?1'dO9 ON'd9 „Z/1 b Q�11'dN � Q3n19 '9S0 „g/L 2�� I cJZ4'v`9 Z4Od'v`l� 11'dMJ.z4Q ., VI NO i -L v'1n5N 15S�19z4�91 51-z1 o'o „91 ® anis t7XZ �l1b'1d dO1 '-198 -VXZ -11"�fMMJ.ZlQ ,.Z/I ^�, �► 1� ) NO I1'v'1n5N I NMO19 g5-ZE '��1 0'O „O -,Z � 5�55n?11 Q�4n1O'd�nN'dW z4�d ZI r rn q) 9N11OO=4 'ONOO c3iwod „91 X ..8 m rn X0019 ":)NO'--),, -1. 0 N 111 zl'v`1nN'v`?J9 '1.NOO , ZX„ Z NO 11'v1n5N I a 191z{ zl�IZlZl�f9 zlOd'dl� '11W 9 - 9'v'15 '0NOO ., 17 Y - a2PdOfl�S'v'9 QOOM �- Ito 11 IIVI GIV-f S NO NO Il/D�Is TIVM 15101'-I ..Z/1 b O - o St�'Z4 Qzi'�O9 �z�IZ4� n�Xu I NOuvin5Nl 55'd19z991=4 0 -?J Qz4'dO9 1 I �=405 QOOMJ.1d 5/c� ..g/5 0.O ,.91 Qn1S �XZ QZ4'dO9 Z4311n9 119X„ Z �.'d1d dO1 ' 19Q �XZ QZ4'v`O9 lV1O5'v`� „9X., I-f-1'dMJ•c!a 2:11 NO11'd1n5N I NMO19 85-Z4 91/L 1-13A #5 L S 19NIHS 55'd19Z1�91� O'O „O -,Z S�SSnzl1 a�zlnl9'd�nN'dW 63d3 Zl Qp „o - 11 = ,.Z/I 1N�]Nl IGVGIM -i 1 V -L1 JC[ -1- VM ON1100=4 ' 9NO0 ci�3wOd '1NOO 191X„ g 111= 6v-lnNYd !I 9If15 ":)NOD „i7 NOI1'd1n5Nl Q191z! J.�1Q-N-�nl �1'd1d 1115 'v00 ., 9X.. QZI'VO9 aNVG Cdr-) b l = �m'dl�-� X11 sodwo0 1-Z4 ONIal NO uv-in5N I a I91?J „G/S i{OO-19 G?.-4VO9 1 I �=4OS QOOMJ.1d 5/ZI , G/5 ci&vo9 ZG11n9 ., 9X., Z aZlb'o9 'vIOsV =4 QZ4'dO9 zl��'v'M .91/L 5�119NIH5 55'v'19z1�9 ('S9�dS ?J3d 1H9GH) 11'VM NOIIVJNnO=4 'ONO9 c:Awod XDIHI .,8 `0'O ,,-bZ Z# ls101 -1 „Z/1 b �- a�11'v`N v Q�in19 '950 ,.g/L �l1'v1d �31Os „-bX„ Z 0'O .,7Z QUI 'd',l'S Z# '15IOf -1 Z/1 b �- a311b`N Qgn19 '950 „e/L 31V1d 3�OS ,tx„Z z4 Iziz4'¢9 z4Oc4VA S -b' ZI NO11'v'1n5N l 51-z4 0'0 „91 o an15 -bXZ �1IV1d dol '190 -VXZ --1-hdMJ.c�Q „Z/I -M )NO11'v`1n5N1 NMO19 *,--)*o,,o-,z: ® S�i55nZ41 ci c4w .0'v=4nN'v`W �Q'v219• . . >0019 91 Xg =iO �isZ{nOO (I) �l1v1d 1115 lv00 tlXZ SZb' 'C� '61 IV 8' Z4 z1��N�1� �01z49 X0O-19 ibXZ Q�1'dOJ2I =A -bX I Q c�'d 09 11 ��05 CIOOMJ.1d 5/?.4 ,.8/s Iz4'v`O9 Z911n9 ., 9X„ Z / Gci v'O9 V 105,V =4 .9X., I Qz4'dO9 ZGAVM .91/1- -L-G=4 .91/L11G=4 #SI 5�19NIH5 S5'd19z1�91 3Q151n0 W021� 2!I'd '9W00 9N11OO� 'ONOO ci Ziwod '1NO0 „91X„8 6eo'v' 4e Asn ION OQ (NIW S' L-zl) ' -inSN l (3101 --?S ., Z/ I X0019 ' ONOO ,. 91 X„ Q =4O 53521 nOO (5) 1-109 2!40H0Nb ., 81 X ., 8/5 lslor -1 „Z/1 b -iM'V�'�) NO NO11'�)�]5-1-11VM Q?1'dO9 ON'd9 „Z/1 b Q�11'dN � Q3n19 '9S0 „g/L 2�� I cJZ4'v`9 Z4Od'v`l� 11'dMJ.z4Q ., VI NO i -L v'1n5N 15S�19z4�91 51-z1 o'o „91 ® anis t7XZ �l1b'1d dO1 '-198 -VXZ -11"�fMMJ.ZlQ ,.Z/I ^�, �► 1� ) NO I1'v'1n5N I NMO19 g5-ZE '��1 0'O „O -,Z � 5�55n?11 Q�4n1O'd�nN'dW z4�d ZI r