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Home My WebLink About04090161 Building PlansTop of Wali Plates New tranao,,,� Top of Wall Plates - - - - - - - - Top of Subfloor Top of Wall Plates ALUMINUM Gl a* O 12" OVERHANG FRIEZE BOARI FINISHED GRA Top of Subfloor Top of Foundation-+/= - — - J IUM GUTTERS OVERHANG IEZE BOARD .DIER COURSE -A Top of Subfloor Top of Wall Plates Top of Subfloor Top of Foundation +/- `i a°. u FRONT ELEVATION O SCALE: 1/4 - 1-O ALUMINUM GUTTERS 3 A* Top of Subfloor Q) O To of Wall Plates d WE a 12" OVERHANG p�� FRIEZE BOARD p _ SOLDIER COUS V o IL (3 FINISHED GRADE Top of Subfloor -+/- Top of Foundation - — - New tranao,,,� Top of Wall Plates - - - - - - - - Top of Subfloor Top of Wall Plates ALUMINUM Gl a* O 12" OVERHANG FRIEZE BOARI FINISHED GRA Top of Subfloor Top of Foundation-+/= - — - J IUM GUTTERS OVERHANG IEZE BOARD .DIER COURSE -A Top of Subfloor Top of Wall Plates Top of Subfloor Top of Foundation +/- `i a°. u FRONT ELEVATION O SCALE: 1/4 - 1-O Q 3 Q) Q) lu d WE REAR ELEVATION SCALE: 1/4" - I' -O" Q) 3 Q) Q) a p�� p Al V o IL (3 CL 0 0 U 0 QrU Q)Q)T -65Q) Q)= o N m , U Q`3E IDa1Nd) Z C4 Q) DL`� d) � 0) , iE,�' ��+= I IN 0 r ALUMINUM GUTTERS 12" OVERHANG FRIEZE BOARi FINISHED GRADE 11) Top of Wall Plates— Top of Subfloor Top of Wall Plates— - ALUMINUM GUTTER A* O S" OVERHANG FRIEZE BOARC SOLDIER LOUR: Top of Subfloor FINISHED GRADE Top of Foundation New Stone Veneer LEFT ELEVATION siding to grade SCALP: 1/4" - I' -O" a� ALUMINUM GUTTERS �p Top of Wall Plates O Top of Subfloor — - —Top of Wall Plates B" OVERHANG FRIEZE BOARD Top of Subfloor —° - Top of Foundation +/- \ Maintain &" clearance min, from RIGHT ELEVATION siding to grade SCALE: 1/4" - 1'-0" II 8 a /f I I I /t 0 O � 3 QS — Q) �0 L Ja V N L 13 d) 0 1L 0 iL U 0 m m 0 0 0 0 Q- 1-3 Q) Q) rnQ 13 L 9 0 0 N a ogJ lu u *' A E N Z Q) N c p V Di �00�0 L c Q) 0- c0 a D a D? 3 II 8 a /f I I I /t GENERAL FOUNDATION NOTES: I. DIMENSIONS ARE FROM FACE TO FACE OF BLOCK, 2, VERIFY ALL FOUNDATION DIMENSIONS WITH FLOOR PLAN PRIOR TO CONSTRUCTION. 3, REMOVE ALL TOP SOIL IN AREA TO BE OCCUPIED BY BUILDING, STORE TOP SOIL THAT IS REQUIRED FOR FUTURE USE ON SITE IF APPLICABLE, REMOVE ALL EXCESS TOP SOIL AND DEBRIS FROM JOB SITE, 4, EXCAVATE SITE AS REQUIRED, TO FINISH GRADE WITH A SUITABLE ALLOWANCE FOR TOP SOIL AND/OR PAVING, FILL AREAE WHERE GRADE RAISE 18 REQUIRED, WITH EXCAVATED OR IMPORTED EARTH, EARTH USED FOR FILL SHALL BE FREE FROM ORGANIC MATTER AND LARGE ROCKS, PLACE FILL MATERIAL IN LAYERS NOT TO EXCEED SIX INCHES IN LOOSE DEPTH, REMOVE ALL EXCESS EXCAVATED MATERIAL FROM THE SIGHT, S. DEPTHS OF FOOTINGS SHALL BE AS INDICATED OR TO UNDISTURBED EARTH, WHICHEVER 18 GREATER, BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 2'- 6" BELOW FINISH GRADE. 6: ALL CONCRETE FOOTING$ AND INTERIOR CONCRETE SLABS SHALL BE 3,000 PSI m 28 DAYS. VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES OR DEVIATIONS PRIOR TO START OF CONSTRUCTION, 1, FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO THE FOUNDATION OR FOUNDATION WALL WITH NOT LESS THAN 1/2- INCH NOMINAL DIAMETER STEEL BOLTS EMBEDDED AT LEAST 1 INCHES INTO THE CONCRETE OR MASONRY AND SPACED NOT MORE THAN 4' FEET APART. THERE SHALL BE A MINIMUM OF TWO BOLT$ PER PIECE WITH ONE BOLT LOCATED WITHIN 12 INCHES OF EACH END OF EACH PIECE, A PROPERLY SIZED NUT AND WASHER SHALL BE TIGHTENED ON EACH BOLT TO THE PLATE, FOUNDATION PLATES OR SILLS SHALL BE OF TREATED MATERIAL, 12'-0" 101-311 43'-2V2" ------------------------------------I I I 1 r - 1 I I 1 ----------------------------- I I I I I I I I I I I I I I I CRAWL I , I I 1 , 1 � I 1 , i - I I I I , I , 1 , 1 I , 1 , I , I , I , I , L-------- --------------------1 20'-444" I 1 1 I I I 1 I 1 1 I i i r I I I I I n 1 t / I ' I / � -------- - _ _ _ _ ` � ,� � - '- 9 Iiiiiii-,-iiiiiiii-i �iiiiiiii• �»UTiflT1T�UT1TiUritlll!ltltlTifRiTlUtiti/iti!iTITITJ/ltitiTitltIUTJTlfi 11A 1 12'-0" Q i 4'-2s/4" 42" Vanity 6"x36' I ' GAME ROOM r 12'-2" 1 , I 1 N HOME OFFICE 713 -13 I 13 LLJ 11 3 ' UP y �► t'---- ------ -------J Z Z1 Install cabinet quality I Relocate exieting 1/2" doors to crawl opening ' water line above ceilin ' I 9 I 1--- v ----------------------------------------------------- ��i 41 2x12 TJI FLOOR JOISTS a 16" o.c. I I M Q1 fV Encase 3" sanitary 11 e EXISTING 2 CAR GARAGE w/ new bulkhead 2"x4" PONY WALL - FOR JOIST SUPPORT POURS I I I I I I TYPICAL nARAn; 4" CONCRETE SLAB c/w FIBRE MESH REINFORCEMENT 6 mil POLY VAPOR BARRIER COMPACTED GRANULAR FILL NEW 2 CAR GARAGE i I I I I I I I 1 I ----------------------------------------- ------------------------------ ° --------------------- --------------- l I / ol I MECHANICAL I 1 I I 1 I STORAGE 1 I I L ------- ' MEDIA ROOM „ CRAWL i ,, I I 1 I i 1 /' i I 1 1 I i I i i I i I _ Move Water Heater 6 I In I I I I I I I i i i �' SoPtner to new locations I Install bulkhead. around all /' — ductwork E beam both sides — - ''' I ' , 1 I 1 1 ,• ,' /-------------------------------------------------- --------------------- ---Install Installwood column around 'r------- --------- / steel poet - O i a l r------ i ,'' / 11-------- ---------------- i --- --J--------------- ----- -- ------------- _ - _ _ _ _ ` � ,� � - '- 9 Iiiiiii-,-iiiiiiii-i �iiiiiiii• �»UTiflT1T�UT1TiUritlll!ltltlTifRiTlUtiti/iti!iTITITJ/ltitiTitltIUTJTlfi 11A 1 12'-0" Q i 4'-2s/4" 42" Vanity 6"x36' I ' GAME ROOM r 12'-2" 1 , I 1 N HOME OFFICE 713 -13 I 13 LLJ 11 3 ' UP y �► t'---- ------ -------J Z Z1 Install cabinet quality I Relocate exieting 1/2" doors to crawl opening ' water line above ceilin ' I 9 I 1--- v ----------------------------------------------------- ��i 41 2x12 TJI FLOOR JOISTS a 16" o.c. I I M Q1 fV Encase 3" sanitary 11 e EXISTING 2 CAR GARAGE w/ new bulkhead 2"x4" PONY WALL - FOR JOIST SUPPORT POURS I I I I I I TYPICAL nARAn; 4" CONCRETE SLAB c/w FIBRE MESH REINFORCEMENT 6 mil POLY VAPOR BARRIER COMPACTED GRANULAR FILL NEW 2 CAR GARAGE i I I I I I I I 1 I I 1 1 I 1 fV I I I m I 1 I I 1 I 1 I 1 I I I 1 I 1 0 I I 1 I i 1 i I 1 1 I i I i i I i I I i I 1 I 1 I I I I I I I I 1 I I In I I I I I I I `--------------------------------1 r-- ----------------- r`3TO�1------------- MY I I I I 1 I t I I I I SLAB , 1 1 I I ; i I 1 -------------- CRAWL /; ; ------------------- ------------------------------------i i--- ----------------------- I ♦♦ , ♦ '----- --_ --------- ------------------- -r------------- 121-511 SMOKE DETECTOR All Smoke Detectors To Be Hard Wired Using 014-3 Romex Also Battery Back-up BASEMENT PLAN SCALE: 1/4" - 1'-0" '0 / / / w 0 2 J al 44 M L � 61 0 L v 0 V v 2 E 0 > 0 O 00 , Q- Q)0 0 N C 0 0 0 'V 7 Q 3 Z 0 6! N m Q) U D7 CIL N o Q) 21 b L I-- CO m� ,9F - a a a r 4 C-4 IV4" 43'-2'h" 10'-3" 4'-101/4" 5'-49,4" t-144" 1 4'-4 31/32" 81' -SOV, S'-4 1/32" 20 -84b" GENERAL RE I. THE GENERA, MATERIALS SUBSTITUTE I 2. ALL DIMENSI OTHERWISE I 3. 2-2"X12"H NOTED. ( AL AND KNOTS 4. ANY AND 4 TYPE OF EN 5. ALL FINISHEi BE SELECTS b. THE CONTRA DIMENSIONS BY OTHERS, i. MECHANICAL, ELECTRICAL AND PLUMBING PHASES OF THIS PROJECT TO BE DESIGN/ BUILD CONTRACTORS. 8. ALL ELECTRICAL, HVAC AND PLUMBING ARE TO BE DONE IN ACCORDANCE WITH GOVERNING LOCAL CODES. S. ALL WORK IS TO BE IN ACCORDANCE WITH THE LATEST EDITION OF THE I AND 2 FAMILY DWELLING CODE. 10, ALL WINDOW SIZES SHOWN ARE NOMINAL, VERIFY EXACT WINDOW SIZE WITH CONTRACTOR SMO<F- DETECTOR All Smoke Detectors To Be Hard Wired Using #14-3 Romex Also Battery Back-up 1' 0 ,L O :� 3 0 0 E 0 3 �0 U 0 U L a p 0 Q L 0 0 c CO E o`0iL0�p,, C 0 N p 0 M o � 0 d d) T ate° W 3 61 N u d0i Q Z Q) O o o p 6i Cly : �� 0 — ^d) a a 0 I I SLOPE GRAC FROM HOUSE TOP OF -----------------------------------I I ' I ' I ' I , I ' I i I ' I ' " - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 1 I � I I � I � I I I I I I I � I � I � I I I � i 1 I I I I ' I 31-0" x 30'-4 29/32" 8'-1144" 4'-444" 3'-0" x 4'-6" 3'-O" x 4'-6" SECTION - - - - - - - - - - - - - - - - - - _I I Q1 I CV I I I I I I I I I I I I I I I I I 1 1 I I I I I 1 I I I ----------------- J Ql N I I O W (/1 Q w O � 0) LU 0 �w N U z Q O UL 0rl VI L L m Q) u �a p 0 ri `6 Q 0 c Q u 0a- 12, 0 'a 6 p p Q Q) 0 0 0 -0 �r U s w U -,Vo E Q) 0 0 Z � E 6 ri ri 0 O ti 4 2 QN) 0 p � Q) C,4 ca: o� c� Q)Q)u �N o rn � Q) Q) fl ,r- �`�'�- Com ��+= N 0 0 I I I 12'-O'• ----------------------------------- r ---------------------------------- 1 I I I I i i I 1 i I I 1 I I i I I I 1 10'-311 43'-2y2" I , CRAWL 1 r ------ -------------------I I I I 1 I 1 I 1 CRAWL I I , , , 1 I I I 1 I I I I I I I I 1 T- I , I o I I I I 1 I 1 1 I I I 1 --------------------1 � ------L------------------J 20'-444" --------------------------------------------------------- i QdQ I,1II1IIII1IIIl ------� I ---------i--------------------------------------------------- ---------------------------------------------------__O____�IIIIII�iII1II II 1 , , I II r------� r------� 0 I 4 i' I I I I 7 I Y I I 1 I , I I I 12'-3'V2" I 31_311 � I I 11 I 4i I ' EXISTING ------------ ---,1 1 I BASEMENT � ' I 1 , I a , I I I I QI I a UP''1 I M 1 1 , - I I i I I ' l------------------------------_------------------------_----__-_ --------------- ___-------i I , I , 1 , I , 1 , I i 1 � i CRAWL I I I I 1 I I I IL I Q i cc% 1 I I r I i I I I i I I � I I i 1 I I I 1 I , I , I , I , I , I i -------------------- --------------J I I I I I 1 1 1 1 1 I i1 I 1 I i i I I 1 I I I I I I I I I I I I 1 I ` I I 1 I I 1 I I I 1 L------------------- ------------------------------------------- 2 ----- ------------------- 2 CAR GARAGE I I I I Q I 1 I 1 I I 4 I 1 I I I I I 1 s - _— — — — I 1 --------------------------------'1 r-- - - - - - - - - - - - - ----, r-- 3TO'71------------- -----1 , I I i I I 1 &'-11 21/32" 1 BLAS I I �---- ----- L�C�,R, � , 1 I I _-------- I ' -- � � � ----------------------------------------------- z ------------------ ----- I I L-------------------------- ' I ` '-------------- ----1------------- EXISTING BASEMENT PLAN SCALE: 1/4" - 1'-0" 0 1 I 1, 12'-O" 6 -O" 1 4'-1044° 1i 1i 6'-O" x 5'-011 101-311 43'-2k2" 5'-49'411 11-_i%411 4'-4 31/32" 8'-4 1/32" EXISTING IST FLOOR PLAN SCALE: 1/4" - I' -O" z N d I 0 w S w of L CIO u a L to FE z QJ 0 : 0 Q �r U Q T 03 T � N 0 fl Q Qf y' 0 U U m 0 qj03 �Q� 0 61N N U Q3 aQ%i 0) C4 3 c 6 p c 5 U to Q) Q) V t 43 w 03 03 �} :3 CO=3 I I I I I I I 2X6 CEILING JOIST 2-2X6 ATTIC HATCH FRAME 3 LAYERS 1 1/2" - RIGID INSULATION GLUED TOGETHER IX2 STOP 1/2" DRESSED ONE SIDE - PLYWOOD ATTIC HATCH R-40 BATT INSULATION - 1/2" DRYWALL ON POLY VAPOR BARRIER ATTIC HATCH FRAMING SECTION / N.T.S. CONTINUOUS AIR VENT BAFFLES 24" O.C.— ENDS AT RIDGE - TO BE INSTALLED SO THAT AIR FLOW IS NOT RESTRICTED 2X10 RAFTER CONTINUOUS EAVES PROTECTION (2 COURSES) 1/2" PLYWOOD SHEATHING C/W H CLIPS PRE -FINISHED ALUMINUM GUTTER < EAVE FLASHING TYPICAL 2X4 BRICK EXTERIOR WALL: 4" FACE BRICK METAL BRICK TIES 1" AIR SPACE 1/2" SHEATHING AIR BARRIER 2 STUDS A 16o.c. R14 11 BATT INSULATION 6 MIL POLY VAPOR BARRIER 1/211 GYPSUM BOARD 2X4 BOTTOM PLATE 2X10 HEADER CONTINUOUS JOIST - WRAP AIR BARRIER WEEP VENTS EVERY 3RD BRICK— METAL FLASHING i 9-4 VENT WITH INSULATED DAMPER a- I BACKFILL 94� 8" CONCRETE BLOCK WALL GRANULAR FILL 6" GRAVEL (MINIMUM) ON 4" DIA, WEEPING TILE FIBERGLAS SHINGLES s 4 LAYERS R-10 RIGID INSULATION OR BATT INSULATION 1/2" DRYWALL ON POLY VAPOR BARRIER I 1 2-2X4 TOP PLATES 2X8 FASCIA O TYPICAL 2X4 SIDING EXTERIOR WALL: O I" SIDING PRE -FINISHED ALUMINUM SOFFIT W/ O 1/2" SHEATHING EQUALLY SPACED VENTS AIR BARRIER 2x4 STUDS im 1611 o.c. R13 BATT INSULATION ix6 BRICK FASCIA w/ 6 MIL POLY VAPOR BARRIER ALUMINUM WRAP 1/2" GYPSUM BOARD SIDING/4" STUD CATHEDRAL EAVE / N.T,S. FIBERGLAS SHINGLES CONTINUOUS AIR VENT BAFFLES m 24" O.C, ENDS AT RIDGE - TO BE INSTALLED SO THAT AIR FLOW IS NOT RESTRICTED 2X6 RAFTER CONTINUOUS EAVES PROTECTION (2 COURSES) 1/2" PLYWOOD SHEATHING C/W H CLIPS PRE -FINIS HED ALUMINUM GUTTER t EAVE FLASHING IIIII 2X6 FASCIA O O PRE -FINISHED ALUMINUM SOFFIT W/ O. EQUALLY SPACED VENTS Ix6 BRICK FASCIA w/ ALUMINUM WRAP SIDING/4" STUD EAVE / N.T,S. -R-40 BATT INSULATION —5/81' DRYWALL ON POLY VAPOR BARRIER 2-2X4 TOP PLATES TYPICAL 2X4 SIDING EXTERIOR WALL: 4" SIDING 1/2" SHEATHING AIR BARRIER 2x4 STUDS a I611 O.C. R13 BATT INSULATION 6 MIL POLY VAPOR BARRIER 1/2" GYPSUM BOARD 0 Q� BASEBOARD A Y ^ >` V ^ >' V n >� V ^ >' 0\ n n nom' -\n TYPICAL 2x10 FLOOR SYSTEM: 5/8" TtG PLYWOOD SUBFLOOR CONTINUOUS FLOOR POLY VAPOR BARRIER ALTERNATE CONDITION WHERE 2x10 FLOOR JOISTS m 1611 c,c. w/ NEW SLAB 16 LEVEL WITH EXISTING 2x2 CROSS BRIDGING FLOOR, PLACE LAYER OF BUILDING BATT INSULATION PAPER BETWEEN CONCRETE SMALL WIRE MESH AND WOOD INFORCING BARS CRAWL SPACE 5RICK/4" STUD TYPICAL 2X4 SIDING EXTERIOR WALL: 4" SIDING 1/2" SHEATHING AIR BARRIER 2x4 STUDS ® 1611 o.c. R13 BATT INSULATION 6 MIL POLY VAPOR BARRIER 1/2" GYPSUM BOARD 2X4 BOTTOM PLATE 2X10 HEADER CONTINUOUS JOIST WRAP AIR BARRIER --------- 2X4 SILL PLATE ON GASKET FASTENED TO FOUNDATION WALL WITH 1/2" DIAMETER ANCHOR BOLTS AT i"O.C. - -t-J-11"4—d 1-17;1 �T�17'4 0-4'41-===•m —GRANULAR FILL —CRAWL SPACE MOISTURE BARRIER 6 MIL, VAPOR BARRIER . 4 l 1 4 Q 114 c c a' 2" DRY SAND n MDQ a4 NQ 41� Q L Q1> r 1 4" COMPACTED CRUSHED ROCK >L _ REBAR TOP t \• > a BOTTOM TYPICAL 2x10 FLOOR SYSTEM: 3/4" TtG PLYWOOD SUBFLOOR 2x10 FLOOR JOISTS 6 16" o.c, w/ 2x2 CROSS BRIDGING L\ ii Q G > I I FILL VOID WITH BATT INSULATION 4 4 _ a l G WEATHER TIGHT CAULKING \_2X6 SILL PLATE ON GASKET I_— FASTENED TO FOUNDATION WALL WITH 1/2" DIAMETER ANCHOR BOLTS AT 81104. 811 CONCRETE BLOCK WALL I 4 WITH DAMPROOFING G I SIDING WALL „4T FOUNDATION / N.T,S. TYPICAL 2X4 BRICK 4" FACE BRICK METAL BRICK TIES 1" AIR SPACE 1/2" SHEATHING AIR BARRIER 2x4 STUDS B 1611 o,c. R13 BATT INSULATION 6 MIL POLY VAPOR 1/2" GYPSUM BOARD STEEL ANGLE LINTEL SEALANT AND BACK FACE BRICK BEYOND -UP HEADER VENTS EVERY 3RD BRICK OTTOM L FLASHING .IOR CASING 3 AND INSULATION nW UNIT BRICK BEYOND \ WINDOW UNIT SEALANT AND BACKER ROD INTERIOR CASING PRECAST SILL W/ DRIP y e e I 2X4 SILL PLATE TYPICAL 2X4 BRICK EXTERIOR WALL: 4" FACE BRICK METAL BRICK TIES I" AIR SPACE 1/2" SHEATHING AIR BARRIER 2x4 STUDS O 1611 o,c. Ria BATT INSULATION 6 MIL POLY VAPOR BARRIER 1/2" GYPSUM BOARD �i�ICK/4" STUD �E>�D 4ND SILL TYPICAL 2X4 EXTERIOR WALL: 3/4" CLADDING 1/2" SHEATHING 2x4 STUDS 0 16" o.c, R13 BATT INSULATION 6 MIL POLY VAPOR BARRIER 1/2" GYPSUM BOARD REINFORCING TIES 2'-011 D.G. DRILL i" DIA. HOLES IN EXISTING FOOTING SET REBAR IN GROUT t7 O O 2" MINIMUM IL - Z Q BOTTOM OF FOOTING WHERE EXISTING IS NOT A "T" FOOTING -EXISTING FOOTING VERIFY CONDITIONS IN FEILD SLAB ADJACENT TO 4" STUD FOOD CONSTRUCTION / N,T,S, TYPICAL 2X4 EXTERIOR WALL: 3/4" CLADDING 1/2" SHEATHING 2x4 STUDS m 16" O/C R13 BATT INSULATION 6 MIL POLY VAPOR BARRIER 1/2" DRYWALL REBAR TOP t BOTTOM I1 -6f1 O.C. MAXIMUM PRESSURE TREATED SILL. OR FOUNDATION GRADE SILL I/2" X 1611 ANCHOR BOLT 6'-O" O.C. MAX. I FLOOR, 4'-011 MAX, 2 FLOORS EACH SILL PIECE r----4" CONC, SLAB WITH 6X6 10 - 10 WWM HORIZONTAL I I G> I I � SII ............ -- - --- I ° ° Q> U b �b r o �Q0 \_r, MIL. VAPOR BARRIER 2" DRY SAND — — G I > 4" COMPACTED CRUSHED ROCK I -O" SLAB 4 THICKENED EDGE FOOTING 4"STUD / N.T,S, TYPICAL 2X4 SIDING EXT"-" "'"' ' 4" SIDING 1/2" SHEATHING AIR BARRIER 2x4 STUDS s Iro11 c.c. (90 BATT INSULATION 6 MIL POLY VAPOR BAF 1/2" GYPSUM BOARD 2X4 SILL PLATE ON CASK FASTENED TO FOUNDATIO? 1/2" DIAMETER ANCHOR Bl WEATHER TIGHT CAULKING 8" CONCRETE BLOCK W, WITH DAMPROOFING SLAB ON GRADE SIDING/4" STUD / N.T,S. °au LLo N W N� 'y O 0 a m of 0 9) iy 4 0 0 c -0 p O � =c p m E p � `6 (L 0 c O c U 0 _AB m E O p RIER 0 U 0 0 0 0 rz 0 V 6 �r U 6 u E BN :c �� s s0 U p c n 0 41N lu Q E 001 O �O 3 0 o �� 09-13 'o250 0 U c m _c u�i �1 c�co 0 Q) N U 03 ; m � n- 3 v� %Tflt=