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Building Plans - Rescan
CERTIFICATE OF SURVEY -.for-- ED AND STACY GOFF ,of-. 9391 KIOWA TRAIL CHANHASSEN, MN 55317 CITY OF CHANHASSEN RECEIVED AUG 14 2020 CHANHASSEN PLANNING DEPT '899.6 a DENOTES POWER POLE AND OVERHEAD WIRES m H DENOTES GUY WIRE b ni ;; m FO - MI6 z N 0 rnti 902. ti 901.6 902.0 9 A a° 4SLs 901.8 V� -.v 901.7 9° •PSP X00 '90 w , M 1 o ti0 901.8 0 J AL FND 1/2 TIPPED BASE ,C(. I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. JASON-Z--P,-UD Date: 8/3/2020 License No. 41578 EST.1911 professional Land Surveyors www.egrud.com 6776 Lake Drive NE, Suite 110 Lino Lakes, MN 55014 Tel. (651) 361-8200 Fax (651) 361-8701 PROPERTY DESCRIPTION Lot 10, BANDIMERE'S HEIGHTS, Carver County, Minnesota. GRAPHIC' ,S'C'ALE 20 0 10 20 40 80 1 INCH = 20 FEET 864.7 0 867,Q,1\EH2O IN DIV 'o7"II 87D.0 864.9\--�' 13t (261.51 PLAT) $HE��,` /�' 0A 865.1 Q W (262.3 11981 SURVEY) i � 470.2 , 867.7 OHK'4 \\� EH2O 902 2 900.3•?ND 1/2 IN IP OPEN 6,,&E 241N N89059'07"II �i62.58 \ x 902.4 R 902.1 873.8 . / 667.1 \ \ .. •' .., w : l ' ; FND. 1/2IN IPOPEf7' / 86 .3�\ ......... b. .......:.,. CPQ874.3 x .6 HW 8 7 N 20 --� l � . .879;9 '8.7 G ' ONW �,J 7, 1 ''. 865 3 \ X936 03' 00 8 RET -50T 3 } g -i_-871.0 OHW'. '1 \II IEH 9!`� N 07 8F' x 8 � 4.8 N 0 892.1db� 6 7 ASH 15IN 867 - I - - - - - - -•- - - _ _ •. " . • 7. 896. 6.7 896.4 895.6 894 893. by _ 892.7 1T *g0 090 d% 890 RET TOP .ASH 121N '•'870 2 I 'oz- Q VJ5 %'8"9b 3- 4 89 z 2 TOP I -_ 897.2 x 892.7 S 895.5 893.5 o�'Y y,., 0 . • I .S. * 901.4 -,,,pv _�"-- PINE 12IN PINE 12IN / x 896.6 'S 90 9 889.8 \ I I LL OViW- .•!?------.- P�\' 896.7 896.4. �L 895.5 894.8 92 •..'y 889.2 ` RET TOP ", `8740'. 143 s96 7 ( 896.7 8 RET OOT 867;9 7 �� 8 -- - - - - _ - - 896.9 al� 896.6 88890.2 886.5 869.0 F I I \\ 0414V 899 7 - - - _�W ELL - - - 897.2 896 7 0 �� ROCK 895' 8 6.1 PROP S% 89b.0 889.3 2 886.4 876 3. IR \ 1 Cil 896.7 24.4 •� 0�_ P'8 D5. �a ¢0.1 i x 889.6 RET TO 877.9 �G OS I� 897.3 696 - LCH :'89 864.7 901.5 'PINE 12IN 897.3 931 1, /j �i MU k 889.1 , 888 4 %I U1866.8 . \� EH2O �O �- \' 0 q 8 i0 X8702 C �\ 864.1 J901.6 TREE 36IN 897.1 m 23• .. 888.6 - 886.9 886.5 RET BOT 12 865.EH2O 0 C • GW . / / �a sA x887.6 RET TO 868.0. lCTI OHW' 1.D 897.6 897.2 / . ,c 888 4 .., 897 9 897.3 GA.. 19 - g9, �� iD m� x 888.2 886.5 8§1.3 '. N •• Ul G R^ C \ • O PINE 12IN N r \ p r .I Cl CD GES �l o Z e67.o x 9 898.3 ''• ,PINE 12IN 897.4 N N►AiN FL60VL g8a•8 •P` x 888.2 RET TOP .. RET BOT �•• O P' ' Z 1' 1- 1 . 898.9 ` PINE 121N x 897.0 •� CLOQ� - '4'0 X 888.1 873•.1 I'T'I III �\ II \ r r $97.8 x 896.8 �0 688.4 886.5 .P W 867.0 x O 899.6 PINE 12IN // W / n % R 887.1 0- •O ' - OD 1 t 900.9 900.1 " PINE 121N .4.2 '� i , 887.7 RET TOP I .$IO PINE 121N ' PfNF 12IN 898.5 C / C' ,o - , .P ..- • A c r 868.0 O.. I _ - 899.0 / / , .a eQa.a PROPOSED O 00 p �` 865865.1 02.3 899.8 897.7 897.1 896.8 96.9 "897.1 2� _ / O CONC. PATIO �/ .•..69 a E72 y. 1 y OHW 1 902.3 900.4 897.0 � (n 1; 882.1 .902.0 900 8 896.4 / C1 - \ 84.3 RET TD 1870.0 865.3 901.5 j 898.2 E96.7 i.3 'T __, _ co 898.8 596.2 896 "� .897 Q.. 3 H � W �'1 t , 887 7-- '8 �'8�.2 I 866.7 f , \OH W I _ _ _ _ _ DOCK Q99.4 ' 896a ,89 `0g. 9306990 896930°.'m i. l,++� mw. A 883�� J 1 9 9 �i �� `o 8.1 O 8y I 1864.7 902.1 099.9 r ,. ' 895.6 895.4 6 0 x-' - 11. / b 6�'\I I EH2O 1 1 -'. 900.7 RET BO rt r 1� / 2 g6, +• 886.51� 901.8 901.4 895.1 •, RET BOT o o- GN"I - {I 888.0 RET TOP 8824 869 1 < I , 868.0 866.8;'+ MWIN 900.9 ,901.2 NORTH 894.4 k, ? '�Srb; 6 �' o H / Cil RET•.BO,'' ` \ 893' 6 �@ 892.6 S9 rNf1 �' / I %� m d• px". 866.9 OT RET BOT .p A / �. Bba.2 -P @6 °ti.. 870:•1 869 1 '. (O. 492.6 : / 0874.7 t 867.7E . \ \ (' 893 1 ', RET BOT '' II " II F 887.3 w �� ••• Iy .866 9. 4929 N / 8880 RET TOP OQ. r8a�3 S WALL TOD 667_ } \\, IMPERVIOUS COVERAGE 892.9''' RET BOT `� 888.1`t + STEP :� 867 5 P 864.8 892.9 x 2 33 W'pOQ 675 4 07, '" 869 9 h�. \ EH2O x 900.9 • • .898.1 892.6 � V / 2 : 8a8 1 x-00' 406.8„ 486 3 ', I'.BaZ 00 867 9867 \ g9z.4 894..... N r+ / 6 \ I}Bfi.9 886.3' 6aZ §80 Q 875.0 868.1 ' OHW \\\ 5 0 892:2., Aj S A CS + 6. 2 BdT CO .'PINE 1BIN <i'y k 88,9 688 Z 8 R� T&FT T 870 •G B6j ��', 667.3. 2 / 88, 88 .8 TOTAL PARCEL AREA ABOVE OHWL = 29,969 SQ. FT. f W 888-5 1887.6 886.8 882 868.6 1 x 894.3 r 892 0 • ' 28.3. Bea.7 r \ : RET TOP ..' RET SOT b 865.3 �j 899.3 CO 8 e 6 s ••xa75.9''' �� P 8672865;3 ` EH 0 EXISTING HOUSE FOUNDATION = 2,710 SQ. FT. 8888 888.6 8825 68.7 WALL TOP OHW'. `\� 2 88 6 �888-0 88.4 7 \ RET TOP 888.7 MIfLGN g8a 8869:RETJOT L TO „__ 8679. EXISTING SHED = 52 SQ. FT. x 893.4 : 65:, 6 ` 890.7 891.3 RET OT 888.7 Be.. 6 6 886.9 RET TO 868 0 Y . \ 864 6 •900.0 ggg,q 891'4 890.7 p RET TOP RET BOT 088 rRET TT 883,9 ''•.879 a•. I `'. ni 4679.% o�\� EHr EXISTING BITUMINOUS DRIVEWAY = 2,871 S FT. 896.9 894.9 893.4 891.2 890.9 889.8 889.1 g88.7 888.1,/, 887.2 RFT BOT ' `877,1 x872.2 x ' / �• \ Q FENB FEN : FEN FEN FEN y\890.6 RETTCSF RET BOT 7 886'0! 885[3 882;6 8738 �•, ^870.0StL•,. \\, ALL EXISTING PAVERS = 720 SQ. FT. X X 890.5 '687.8 �, RET SO FND 1/2 IN ]P OPEN 868.8 F \ > » 691.5 890.6 889.8 889.3 889.6 887.7 887.5 887. X. ALL EXISTING CONCRETE = 335 SQ. FT, 58957 49 E 308.13 FEN FEN FEN FEN I FEN FEN E FEN 4 880.2 X X1 472 4 X 868.9 ^o (298.02 PLAT) \- FENCE ON LOT LINE FEN \\ T\`_ FEN :,SHED SHED TOTAL EXISTING IMPERVIOUS AREA = 6,688 SQ. FT. (22.5%) (308.02 1981 SURVEY) 00 \ - 41± O p 58957'49"E PROPOSED ADDITION BEHIND GARAGE = +226 SQ. FT. PROPOSED SCREEN ROOM ADJUSTMENT = -6 SQ. FT. PROPOSED REAR PATIO ADJUSTMENT = +7 SQ. FT. NOTES - Field survey was completed by E.G. Rud and Sons, Inc. on 7/27/2020. - Bearings shown are on Carver County datum. - Parcel ID Number: 250900100. - Parcel area above OHWL = 29,969 sq. ft. (0.69 acres) - Curb shots are taken at the top and back of curb. - This survey was prepared without the benefit of title work. Additional easements, restrictions and/or encumbrances may exist other than those shown hereon. Survey subject to revision upon receipt of a current title commitment or an attorney's title opinion. 899.3 FFE • 0 X 952.36 LEGEND TOTAL PROPOSED ADDITIONS/ADJUSTMENTS = +227 SQ. FT. TOTAL PROPOSED IMPERVIOUS AREA = 6,915 SQ. FT. (23.1% DENOTES IRON MONUMENT FOUND AS LABELED TREE DETAIL DENOTES IRON MONUMENT SET, MARKED RLS# 41578 DENOTES ELEVATION DENOTES EXISTING SPOT ELEVATION tib ;ti -------- DENOTES TREE QUANTITY DENOTES EXISTING CONTOURS \ ,-`9oP��� ----------- DENOTES TREE SIZE IN INCHES DENOTES RETAINING WALL --- DENOTES TREE TYPE C:`USERS\BBYER.ECRUD\DESKTOP\REMOTE JOBS\200816 20.0816LS DENOTES POWER POLE AND OVERHEAD WIRES DENOTES GUY WIRE El DENOTES ELECTRICAL METER ❑T DENOTES TELEPHONE PEDESTAL N DENOTES WATER VALVE MIONM BENCHMARK O DENOTES WELL F�l DENOTES MAILBOX MNDOT GEODETIC STATION: MERE (PLAT) DENOTES DISTANCE FROM PLAT OF BANDIMERE'S HEIGHTS ELEVATION: 915.44 (NGVD 29) (1981 SURVEY) DENOTES DISTANCE FROM 1981 SURVEY BY SCHOELL & MADSON, INC. DRAWN BY: BAB I JOB NO: 200816LS DATE: 7/31/2020 L- DENOTES BITUMINOUS SURFACE CHECK BY: JER FIELD CREW: HUTCH - CS(BK T_� F- ' DENOTES GRAVEL SURFACE 1 L-_=-� LLI DENOTES PAVER SURFACE 2 3 NO. DATE DESCRIPTION BY C:`USERS\BBYER.ECRUD\DESKTOP\REMOTE JOBS\200816 20.0816LS r DOFF RE,510ENCE ISSUE RECORD ISSUE DATE REV. DESCRIPTION SHEET NO. 1 2/20/20 A5 -BUILT 155UE (ORIGINATION DATE) 1,2 2 1/ 9/x 9 A 2 'TlL / /1NGERT f01 AAI ISSUE � 1� f 3 4M/2 1� IC SII 1`26AA1 1956 1, X, 3 A G 6, 1, Q, q 4 5/1/20 z z CONCEPT PLAN ISSUE 1, 2, 3, 4 5 5/5/20 BID PLAN 155UE 1, 2, 3, 4, 5, 6, 7, 8, 9 6 5/15/20 � °0 3 CONTRACT PLAN 155UE 1, 2, 3, 4, 5, 6, 7, 8, 9 7 7/9/20 O F.5. R. PLAN 155UE 1, 2, 3, 4, 5, 6, 7, 8, 9 g 7/14/20 BUILD PLAN 155UE 1, 2, 3, O CANTILEVERED DECK ABOVE - - - - - - - - - - - - - - - SAVE EXISTIN6 PAVER 0LONER LEVEL AS BUILT PLAN 5CALE: 1/4" = V-0" BATH G.T. oo-r POPCORN TO REMAIN �I DEMO DECK, 5TAIR5, PORTS AND FOOTIN65 DESIGNED BY: ISPIRI, LLC ACB ORIGINATION DATE 02/20/2020 REVISION DATE SHEET NO. 1 BUILD L 7 � O O „ E .- Lu w � z W v� w W 3 °CLMo O 1� Lu z z Z z UAJ L.) �b 3 ,Lu V • � °0 3 C...a 3 DESIGNED BY: ISPIRI, LLC ACB ORIGINATION DATE 02/20/2020 REVISION DATE SHEET NO. 1 BUILD 7 - O v `n 06 .- Lu w � z W v O Lu Z z UAJ ,Lu V • O Lu O w _syN E O N yci: 3Z � 5,4e =�o- © DESIGNED BY: ISPIRI, LLC ACB ORIGINATION DATE 02/20/2020 REVISION DATE SHEET NO. 1 BUILD 7 - z v `n 06 .- Lu w � z W v DESIGNED BY: ISPIRI, LLC ACB ORIGINATION DATE 02/20/2020 REVISION DATE SHEET NO. 1 BUILD L p� C" to O Z.a v � h u 3 3 c� tip CLm �'E EL � 3 blWommum 3 3 DECK 110 ,- - T,- - - - - - -I,� - - - - - - - - - iI I I I I I DEMO ALL DECKING, RAI ZING, STRUCTURE, I I {.—CUT OFF BEAM TAILS I STAIRS, POST, FOfTrG5, LEDGER 1 1 DEMO 1 1 1 1 DEMO II 1 0E101 Lu ® ® o, ® E E E E �c �!1 E (S.A.) E (S.A.) I /' F E (S.A.I E (S.A,) gEt�O FIREPLACE �T C°Lu II ND CHIMNEY DEMO I REMAIN MAIN REMAIN XX �X x n r lip 1p — B B ELEC HEAT E B.B ELEC HEA w W.I.G. 1 1 GREAT ROOM I I E w GPT. VAULTED WOOD GPT. 105 POPCORN I I 1O1 GLG. �J)'''� BEDROOM I I Lu W tu Lu GPT. 106 POPCORN I I > > DINING O E `PT 1 OS GLGLTE WOOD ( h T DEMO ALL FLOORING I I O i. KITCHEN AND CEILING COVERINGS w — I fill x 8' TYPICAL THI5 ENTIRE FLOOR I I PT. IN L VINYL q VAULTE OD y G H I I 10-I GL G. e Q�J R36" E I 2. 1`��Q�� E E R.A.)E E 2668 - F7:� k X, II E (R A) R DEMO RAILINGS AND PLANTER HALL R I CPT. R E E _ _ 113 ryfq I— -- TWORKSHOP ---- --- E E E E E E �� � /C \ � - EEE a m w 2688 v _i, 8' REMOVE SERVICE PANEL I EP 04 - - - AND RELOCATE TO GARAGE I -- E E E E v u 'EY �H. BEDROOM 0 DEMO RAIL NG I GPT. 111 POPCORN 14 FOYER _ `T 101 POPGOR DEN a ry _ E _ `PT 114 POPCORN 8 E I Yot DEMO ALL FLOORING i ( AND CEILING COVERINGS I I E TYPICAL THI5 ENTIRE FLOOR U51� \ w w I � i GPT. 1 O2 POPGORN� — — — �iEP4BVE 4A4D DEMO EEE DEMO E E E I E SAVE FOR REINSTALL w E(SA) — E cl� (S A.) - E (S.A.) V ---- \ DEMO DEMO TO REMAIN TO REMAIN — — — — — — — — — — — — — — — — `T 112 POPCORN A LL - LL Lu I i Q) GARAGEI 103 I I SAVE SIDEWALK PAVERS I I 0 I 0 E I E I —_► Z ~ w Q) Z o m = w v W DESIGNED BY: ISPIRI, LLC ACB i ORIGINATION DATE 02/20/2020 — — — E— — — — =IQN OL20— — — — — — — �2P"G2N dEMO— — — — — — ——OPS1DU--DEM" — — — — —E- — — — -� REVISION DATE MAIN LEVEL A5 BUILT PLAN SCALE: 1/4" = V-0" SHEET NO. 2 BUILD O O J Q N F iF• Z H Z V V • O O Lu o 00 � O Z�, F a� a 0 Z:a v � y ro w w 3 0 az° c � C � 3 p, 00 3 TYP. DECK STAIR: 2X12 STRINGERS 12" O.G. 1^l/ 5TRONGBACK5 16' '' U P 24" CANTILEVER ABOVE 12" X 12" BUILT UP COLUMNS 1X8 BASE TRIM 2' b, �72-6" 1X6 GAP TRIM 1310TOMU PATIO (3) 11 V8" LVL — — — STAMPED GONG. O 12 o Lu 235 50. FT. A5 SHOWN ? I N N o� 50REEN ROOM — — — - Lu o STAMPED GONG. HARDIE PANE 5 — o v N � OVERLAY Fol 1 WITH BATTEN STRIPS �* or �O 4-2X10 FLUSH 6X6 PSL COLUMN TREATED Lu ROUGH IN FOR FUTURE ON 12" FOOTING, 60" DEEP z H.O. SUPPLIED GEILING / NEW 2X10 JOI5T5 INFRARED HEATERS @ 16" O.G. TRIM OUT COLUMNS TO 8X8 HARDIE PANELS AT UNDERSIDE STRIP AND SIDE OVER �R OF ALL CANTILEVERS EXISTING BLOCK YVALL I N INFILL N I 3'-6" 2-2X10 FLUSH TREATED 9 wp N N 12-0 X 6-8 (4) PANEL 5LIDIN PATIO DOOR N NEW 2-6 X -0 (2) WIDE 18" CANTILEVER ABOVE CASEMENT j Lu GARAGE HEATER EXHAUST EXISTING PAVER PATIO I I (3) 11 1/8" LVL 2-2X10 J (2) 9 1/4" LVL TO REMAIN n — E 4'� 9'-8 1/2" w �? 406b JD &JOHN'S BEDROOM m 11T — — — — — — — — — I �� mw F— j m > (2) 11 1/4" LVL FLUSH I N N I I NEW GPT. 005 NEW K.D. 'OST FOOTING, MIN _ _ _ _ _ _ _ _ J -LL BOTTOM TO 24" R R R I z -, 5E EXISTING HEADER/ BOND EAM "N w G H. w w17 ' III u o I I z III FAMILY ROOM 266b o IIINEW LADDER WALLS NEW L.V.P. OO q NEW K.D. LC NEEDED AT PERIMETER I IIINrl LINE OF ROOM Q. GEILING MOUNT GARAGE 5 1/2" ' 1/4 w N ADDITION ABOVE I I / NEW 2X12 JOISTS III @ 16" O.G. N O HEATER 10'-0 3/4" 1'-8 1!2" 4'-4 112 5'-4 w x;= III HARDIE PANELS � (JdRRR UNDERSIDE OF w N N N / NEW FLUSH HEADER FLOOR SYSTEM z III - EXI5TING STEP DOWN V (2) 9 1/4" LVL WOOD FEATURE WALL NEW TOILE � III APPROX. 3" fl EXISTING BEARING WALL EXISTING ROUGH hBOVE COUNTERTOP ® ry BUILD UP TOP OF STEELFRow NEW DROP ED HEAD R I \ BEAM ABOVE J TO CEILING ALU UH BE EXIST — 2-2 10 — N — - 6X6 P5L COLUMN IN51DE WITH POST AN HOR A5E FLUSH BEAM '05T FOOTING, MIN / f --�i _T R 6 R n .LL BOTTOM TO 24" WRAP COLUMN TO 12" X 12" FINISHED — _ — N 8 N I BATH o O E PER ELEVATION h m v / A55UMED EXIST, �— z I a z NEW OO ^ NEW FLUSH BEAM ry N ucR R N — L.V.T. `t K.D. ry z III BOAT GARAGE EXISTING STEEL BEAM I I I 68 _ 8 BEDROOM N X 8 i NEW GPT. OO V NEW K.D w III GONG. 170 AND COLUMNS V m RAISE FLOOR THI5 AREA ABOVE p v III NEW COLUMN HERE UP NEW 2X8 JOI5T5 @ 16" O. 2868 I ry w m TO SUPPORT END OF BEAM �' ` HVAG SOFFIT > III m AFTER WALL REMOVED NEW FURNACE LOCATION SUBJECT TO CHANGE O �? a DROP GLC. III NEW 2X12" JOISTS °' 12'-2 3/4" 4'-4 112" 1'- 0 3/4"* '-1" n 1 5" III 16" O.G lz- x NEW WALL MOUNTED- >@UTILITY SINK o a x�NNN m 2668� x IRETAPED GLC. 2468EXACT LOG. OF Y FLOOR DRAIN UNKNOWN \F n, U- 12' 0WH QO m ® m III I I N N I mh A \ 6 N 2468 SET BEAM ON WALL � " � V GUT PA55 THRU HOLE IN BLOCK E I5TIN EXISTING EXISTING WALL BENEATH STAIRS FOR MECHANICAL AND PLUMBING 2 0 LED ER, L BOLT D BATH ACCESS 24" MET ATB TOM I A D FLA ED NEW TOILET I NEW L.V.P. 007 NEW K.D. EXISTING ROUGH IN zo I24" DIAMETER AT BOTTOM Z 2X10 ROP AM -2X10 ROP B AM 6Xb PSL COLUMNS 12" POST FOOTINGS Z 60" DEEP Lu VERT=Y LOCATION OF THI5 10 1/2" TYP. 2X10 JOISTS lIl FGGTING WITH EXISTING 2 RETAIVING WALL LOCATION 9 EXISTING RETAINING WALL @ 16" O.G. O MOVE AS NEEDED l 1.I7 Z z 06 LLI 12'-6" V W 18' DESIGNED BY: ISPIRI, LLC ACB ORIGINATION DATE 02/20/2020 REVISION DATE a 0 SHEET NO. LOWER LEVEL PROP05ED PLAN 3 SCALE: 1/4" = 1'-0" BUILD O i-�i--t a H z z Lu J U O O Lu N N � p N R �� V �aw - 0.a � �E V d� O o.. ri; 3� a - c 9'-9„ ADDITION 4'-1 1/2" FURR IN - NEW 2X6 EXT. WALL - 2 -4 X 4-0 (2) WIDE C5MT TEMPERED ,i ALF WALL, 30" HIGH TO TOP \ TILED FRONT, 5.5. TOP 2-4 X 4-0 GSMT TEMPERED REINSTALL EXI5TING DOOR IN THI5 LOCATION IN PLACE OF EXI5TIN6 WINDOW D1 MAIN LEVEL PROP05ED PLAN SCALE: 114" = 1'-0" a 8' 2-6 X 5-0 C5MT / 6-0 X MULL FRAME TO FRAI EXI5TING LOCATION Ifl `fl J 6X6 P5L COLUMN INSIDE 10" X 10" WRAPPED COLUMN 20" X 20" (INCL. STONE) BASE, WRAPPED IN STONE STONE SITS ATOP DECK FULLY i[71 EXISTING — 4'-10 3/4" -4'� -BARR SSIIN*K�-�p� P .R L WOOD 1 OqA K.D. \ PANFVgNTRY WOOD I OqB K NE�DN FALSE FRAME FLAT CLG. Q 9'-0" z _Z H N X w i V v DESIGNED BY: ISPIRI, LLC ACB ORIGINATION DATE 02/20/2020 REVISION DATE SHEET NO. 4 BUILD —1 I O � o � z lu o ¢z:0. � o �b O rn z \.._: ro N E _ 0 0 azo Z z Lu Lu J V 3 V 00 3 DESIGNED BY: ISPIRI, LLC ACB ORIGINATION DATE 02/20/2020 REVISION DATE SHEET NO. 4 BUILD —1 z O z lu o v `n LuLU � o z II..I < z < T- v O z F Z z Lu Lu J V V O x - Lu O W N O E v €p 3 4a O N y u 3 Z � 39 - © _ 9n3a F 2 : c ` DESIGNED BY: ISPIRI, LLC ACB ORIGINATION DATE 02/20/2020 REVISION DATE SHEET NO. 4 BUILD —1 z z lu o v `n LuLU � o z II..I < z < T- v DESIGNED BY: ISPIRI, LLC ACB ORIGINATION DATE 02/20/2020 REVISION DATE SHEET NO. 4 BUILD x o c c 3 Imo\ N EX STING ETI AL W3 51E IN6 TO RE AI si 0LLLL V) Ll ;C .� i nAv 3 10' G LU N KTI B 5 i AN D G O N �\ =7TT IN ST NE VE IEE R C N OLL M BA5E E> 15T NG VE ZTIC AL B&E 51)INCTC RE MA N I Lu I E 151 IN VE TI AL B& 51 IN TO RE MA IN Lu PROP05ED FRONT ELEVATION 1 SCALE: 1/4" = 1'-0" IV ETIN B 8 O EM IN NOi I � 5 NSPAGE5 51 ING DOO � e°e000 I SOME=- 2 PROPOSED LEFT ELEY TION SCALE: 1/4" = 1'-0" LIE I U— J Z PROPOSED RIGHT ELEVATION � � � 3 - -- -- 5GALE: 1/4" = 1'-0" � Z Z 06 LU (] (t w � v DESIGNED BY: ISPIRI, LLC ACB ORIGINATION DATE 02/20/2020 REVISION DATE N W it f i I i WIND SHEET NO. � I � Com- I e=awe °eaave MEE— 5 I e°eeea BUILD 4 PROPOSED REAR ELEVATION 5GALE: 1/4" = 1'-0" O d J Q F Z H Z W V I w A. V �' � •a as N � N� F a5 4 y QZI11g 9 ON IJRHS HIVa NOISIAHd ozoz/oz/zo HIVCI NOL VNIDI'dO aw D1'I 'INIdSI :iH GHNDISdQ a. 5 b s.yro F ? a d s ui �a w a M go 0 z z N rn z 3 7� O -+ > � -0 O z r L a. 5 b s.yro F ? a d s ui �a w z n n= �� w� O O O m b ice+ -0 O (won7 z L o o 0 a ......... o .. t- rn 0 C V' rn r rn z y N z -{ r rn in s� q NV-Icl SOON 9NUSIX3 LJ LJ 41 ►J I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — Z £ o (won7 z o o 0 a ......... NV-Icl SOON 9NUSIX3 LJ LJ 41 ►J I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — Z 9'-4 1/2" MUDROOM GUBBIE5 HOOK5TRIP WITH HOOKS DROP ZONE 24" DP. ` 2'-l1/2., m LAUNDRY /L 2'-101/2" 3'-11" 11/2" 0 O E � O_ �- 7 — ¢Z.a a- v -r c c E w 3 rn i O �r I L C4 c.0 z H z Lu J V l� 00 26" DP.L4 O x m r I Lu I)LLJ 18" DEEP OPEN SHELF 1112" 2-101/2" 3'-11" 11/2" 18" DEEP OPEN SHELF N .. 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