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HomeMy WebLinkAbout1• �V 9 44 • `e 4p L ♦ S- I { " 1 �,Zcc 71.. . ll I -t 3 ; {{ I ' 0 � a .' 40 v k 0 z u_ C> A Q 0 0 Lo P DOWN z 0 0 C" 8L9 j" OIFND. 1.9!-0" O/FND. 18!-4* O/FND. 1 33-01 O/FND. 148!-21" O/FND. TOTAL OVERALL 141-0" O/FND. 14!-B" O/FND. MOVERM-0 3LO 2 cn -1 ----------- Y, ---------- < DROP BLOCK 80 HERE TO ALLOW FOR 24 C3 s F-1 " DROP CURVED STEP TO Iq 0 C WL S E SNOBS REST ON FND. ot ----------------------- I / I I I --------------- -- --- ------------- ----------- co C.) I z I LL I ---------- ----- ---- x ,qr LL- ----- - - - - _1?7 M 0 TEP WN cu L :_V E HRE ,,^--------------- --------- 40 T --------------------------STEP N a Xx XI /N T VEL 0 ;o tft- N_ ------------------------ %A a. It -1 1 1 1 ---- y ---------------- 23-T z N ---------------- 0 --------- 0 U- 4"%oNC \Ll //7777,,777 U- Z -4 0 CRAwl SPA"I"001-1 NTS 4" 11 ----- -- - ----- --- - ----- ----- ----- /CONC. U- t4 c 6 \-1' CD V1 68 0 N. i6a I o CONC. 000 io a 8 C.L. N P DOWN • Clu - 1 4 11-416.171 u J r- Cu LP DOWN Co to - -21-, C> Tra INC - 2 3 8- 0 r-- -------------- ----------- ----------------- A r C3 'Sill, a) z u_ - - - - - - - - - - - - I - - 320 x 24' 4 C3 0 CRAWLNSPAC CRAWL ACCESS x z a Cu 00 0 xis 1 114Z, 0 O/CONC. a x STEP OWN Ab x W4 Co ELK. IV I" ul C. a LP WP VE 0 1 Pb�R U. 108m x an I : STEPPED FOOTING ER N NZI Cy 6 L 0 CONC. WALLS \1 NI AS REQUIRED. Lo x w :z !6 4■ 5!L- 5-8 I" Cn Cu 184 Cn C50 E 8 \_1 3/0 C.L.L. ;r r Ny L 1 -16 1 A.L. 7/4 ------- ------------- u_ SNI 13 4 CON 6' 6' ','ONC. 8 9A 0 CONC. 12!- 11 6L6j' 13-8 2L10 -I- 1 3 11 - - - - - - --- - - - - L -- - - - - - - - - T WI0X19 30' x 30' x 12, 1 0 ST DOW CONC. PAO LEVE TWO STL. Bm. EXCA TION 168 x r j 0 L;HAWU\bPAL; Rl 1 BP VERDIINE 0 CONC. BLK. C.) 331-00 PIER N x w Co w__ Cu ;V� 4 3�3 z , 1:.�_ ' : I x 16 10*- 2X i0_ 3C a47 \9 •In BP STL. COL U) C BLK. -1 7- Cu .46 0 --i lq " � U. 0 CD P ----- ----- ----- --- - -- FJ lVoic o OBL. JST. z uj TEP.-D` LEP. - 0 CL U t uj x EACH SIDE OF LOAD BRG LIJ cc i REC-d! ---- -- - ---- ---- 7-4 6-8 - • z 51 10,0 Cu LB WALL WALL ABOVE cn . . . . . . . 42 x 4 C) -4cu Al a r: AC Ss 6/0 C. L.. C.L. vxlq CC) I . - 7/4 C.L. z U. ---- ----- C, r r PC 1 - =3 0 -J 7 C3 40+ L. m U) ---- ---- ---- -- 0 ---- ---- ---- - -- --- Ato i L ----J Lu W10x19 ar LP. 0- STL. Bm. 300 30' 12' tt (D cc CON;. f kAD A o 84 x wit (n Is, •x 16, -'7 i ' 0- 37'-5 F4, 0 1. O/C C. CON WA�/� CONC. BLK. T k PIER N� 4- 11!-7 j ifL7L 14'-0 Cu \-I-I ;u I Z-4 r --------------------- _T 1_0 S P 00 N z U Z VEL NE Cn 01 STEP• ED D WN 0 r ---------------------- bp 300 30* 128 J 0 Cn BAMS E wl ------ 8 PAO C3 ICRAWL SPACEI XSC Cx) 6a x 80 w CD • IswasT ,its F10K 4 4!- 1 4!-31 7 9!-5 cr) NC. ALL 06 9 5 -I- T a) 2 2 C3 W10 9 Cu U) WT Fl. o jE 02 NeOWUH-114 H STRW. STRW. r I 0, 8!-0' 0/CONC. Cu U,) C3 0 0— STL. BM. A 1� ------------ 10' 20 9,lal 8 L -i 4 P ir LP Y WIOX19 a) wl 4 z b ii STL. BM. z 19s-2 0 1 __ 30* X 30' X 128 rF-0-4. 1 to 4*4 'TL. COL. 6/8 C.L. 4 CONC. PAO co 0 Cn Cl z IF' Tr qrf r - - - - - - - - - - - - - - - - - - - - - - - - - - - A C3 . . . . NVill to r - - - - - - - - - - - - - - - - - - N CD--------------- - - - - - - - - - - - --------- 1 - - - - - - Cu A C3 N - I C� 0 '1 wo a LP* x wN I j Cm . . . . . . 1 N QN 0 ICRAWL SPACE N 0 . . . . . . . . . . 1080 x '8* U. z N CONC. WALLS 0 N & C3 N i CCL tj 0 CCL - - - - - - c2i 0 1 C3 N --- ----------- ----------------------- ------------- wit to C50 0 0 x V4 N Cu • vq x w X ZD OCID 4 Cu V4 CU vs du CD i r+Z2 -1 U. V4 U. will 1. L - �_j - - - - - - - - - - - - - - - Z . . . . . . . . . . . I a I CU N LL It ---- --- N N N N u- z C3 o N . . . LP 1%%. L2_ - - - - - - - - - - - - - - - - - - --- - C� CD C:) - - - - - - - - - - - r -------- Is a 0D 6 z c3 LL. C) EMENT 41V4.41 TL f%l--V ?Cv -it 1'[11157 r 7 ............... O OD W C3 z LL 0 FRONT PMTQV PORCH 1388 a _I OIFND. OVERALL (HOUSE) 103'-09 O/FND. 601-08 O/FND. 01-0' O/FND. - --------- - - - - - - - - 16-,0 O/FND. 20!-08 OIFND. . . . . . . . . . . . . . . . . . SO. FT. SUMMARY 2• 7!-08 0 _..x: 14!-0 L 2!-0' 3-'0' 5L6' O/FND. 101-60 O/FND. 4LO' BASEMENT EXCAVATION 34 18 . -M f t fZL�/15EV efl(j /1'0 ell. -18 Em 24-'0m O/FND. cn -1 ----------- Y, ---------- < DROP BLOCK 80 HERE TO ALLOW FOR 24 C3 s F-1 " DROP CURVED STEP TO Iq 0 C WL S E SNOBS REST ON FND. ot ----------------------- I / I I I --------------- -- --- ------------- ----------- co C.) I z I LL I ---------- ----- ---- x ,qr LL- ----- - - - - _1?7 M 0 TEP WN cu L :_V E HRE ,,^--------------- --------- 40 T --------------------------STEP N a Xx XI /N T VEL 0 ;o tft- N_ ------------------------ %A a. It -1 1 1 1 ---- y ---------------- 23-T z N ---------------- 0 --------- 0 U- 4"%oNC \Ll //7777,,777 U- Z -4 0 CRAwl SPA"I"001-1 NTS 4" 11 ----- -- - ----- --- - ----- ----- ----- /CONC. U- t4 c 6 \-1' CD V1 68 0 N. i6a I o CONC. 000 io a 8 C.L. N P DOWN • Clu - 1 4 11-416.171 u J r- Cu LP DOWN Co to - -21-, C> Tra INC - 2 3 8- 0 r-- -------------- ----------- ----------------- A r C3 'Sill, a) z u_ - - - - - - - - - - - - I - - 320 x 24' 4 C3 0 CRAWLNSPAC CRAWL ACCESS x z a Cu 00 0 xis 1 114Z, 0 O/CONC. a x STEP OWN Ab x W4 Co ELK. IV I" ul C. a LP WP VE 0 1 Pb�R U. 108m x an I : STEPPED FOOTING ER N NZI Cy 6 L 0 CONC. WALLS \1 NI AS REQUIRED. Lo x w :z !6 4■ 5!L- 5-8 I" Cn Cu 184 Cn C50 E 8 \_1 3/0 C.L.L. ;r r Ny L 1 -16 1 A.L. 7/4 ------- ------------- u_ SNI 13 4 CON 6' 6' ','ONC. 8 9A 0 CONC. 12!- 11 6L6j' 13-8 2L10 -I- 1 3 11 - - - - - - --- - - - - L -- - - - - - - - - T WI0X19 30' x 30' x 12, 1 0 ST DOW CONC. PAO LEVE TWO STL. Bm. EXCA TION 168 x r j 0 L;HAWU\bPAL; Rl 1 BP VERDIINE 0 CONC. BLK. C.) 331-00 PIER N x w Co w__ Cu ;V� 4 3�3 z , 1:.�_ ' : I x 16 10*- 2X i0_ 3C a47 \9 •In BP STL. COL U) C BLK. -1 7- Cu .46 0 --i lq " � U. 0 CD P ----- ----- ----- --- - -- FJ lVoic o OBL. JST. z uj TEP.-D` LEP. - 0 CL U t uj x EACH SIDE OF LOAD BRG LIJ cc i REC-d! ---- -- - ---- ---- 7-4 6-8 - • z 51 10,0 Cu LB WALL WALL ABOVE cn . . . . . . . 42 x 4 C) -4cu Al a r: AC Ss 6/0 C. L.. C.L. vxlq CC) I . - 7/4 C.L. z U. ---- ----- C, r r PC 1 - =3 0 -J 7 C3 40+ L. m U) ---- ---- ---- -- 0 ---- ---- ---- - -- --- Ato i L ----J Lu W10x19 ar LP. 0- STL. Bm. 300 30' 12' tt (D cc CON;. f kAD A o 84 x wit (n Is, •x 16, -'7 i ' 0- 37'-5 F4, 0 1. O/C C. CON WA�/� CONC. BLK. T k PIER N� 4- 11!-7 j ifL7L 14'-0 Cu \-I-I ;u I Z-4 r --------------------- _T 1_0 S P 00 N z U Z VEL NE Cn 01 STEP• ED D WN 0 r ---------------------- bp 300 30* 128 J 0 Cn BAMS E wl ------ 8 PAO C3 ICRAWL SPACEI XSC Cx) 6a x 80 w CD • IswasT ,its F10K 4 4!- 1 4!-31 7 9!-5 cr) NC. ALL 06 9 5 -I- T a) 2 2 C3 W10 9 Cu U) WT Fl. o jE 02 NeOWUH-114 H STRW. STRW. r I 0, 8!-0' 0/CONC. Cu U,) C3 0 0— STL. BM. A 1� ------------ 10' 20 9,lal 8 L -i 4 P ir LP Y WIOX19 a) wl 4 z b ii STL. BM. z 19s-2 0 1 __ 30* X 30' X 128 rF-0-4. 1 to 4*4 'TL. COL. 6/8 C.L. 4 CONC. PAO co 0 Cn Cl z IF' Tr qrf r - - - - - - - - - - - - - - - - - - - - - - - - - - - A C3 . . . . NVill to r - - - - - - - - - - - - - - - - - - N CD--------------- - - - - - - - - - - - --------- 1 - - - - - - Cu A C3 N - I C� 0 '1 wo a LP* x wN I j Cm . . . . . . 1 N QN 0 ICRAWL SPACE N 0 . . . . . . . . . . 1080 x '8* U. z N CONC. WALLS 0 N & C3 N i CCL tj 0 CCL - - - - - - c2i 0 1 C3 N --- ----------- ----------------------- ------------- wit to C50 0 0 x V4 N Cu • vq x w X ZD OCID 4 Cu V4 CU vs du CD i r+Z2 -1 U. V4 U. will 1. L - �_j - - - - - - - - - - - - - - - Z . . . . . . . . . . . I a I CU N LL It ---- --- N N N N u- z C3 o N . . . LP 1%%. L2_ - - - - - - - - - - - - - - - - - - --- - C� CD C:) - - - - - - - - - - - r -------- Is a 0D 6 z c3 LL. C) EMENT 41V4.41 TL f%l--V ?Cv -it 1'[11157 I tlj BASEMENT SLAB O OD W C3 z LL 0 FRONT PMTQV PORCH 1388 a _I 0 z 0 Go IV 9=114" O/C 1 3' 5 -1167 3!-4 Di- EBI -1-0 16!-0/CONCO/C O/C 9746 &Lgv INK PLOT #3 9' 4@ O/CONC. NOTE TO FOUNDATION SUBCONTRACTOR: SEE CROSS SECTIONS FOR WALL HEIGHT VARIATIONS. NOTE TO MASONRY BLOCK SUBCONTRACTOR: SEE CROSS SECTIONS . FOR WALL HEIGHT VARIATIONS. 341-8' O/CONC. SCALE: 1/49 = Iii-oo 12!-0* O/CONC. 651-02 O/CONC. S FOUNDATION PLAN -73 � c2 " c;,/o�7w G, - 91-0 * O/CONC. 'LAN: FOOTINGS PLAN: BSMT. WALLS - PLAN" BLOCK WALLS 30 `-o" 0/FH0 EMENT 41V4.41 TL f%l--V ?Cv -it 1'[11157 I tlj BASEMENT SLAB I :z Lo - W 1 V/557 1/11/10 FRONT PMTQV PORCH 1388 NN. L - --------- - - - - - - - - . . . . . . . . . . . . . . . . . SO. FT. SUMMARY 2• 7!-08 0 O/F 2!LO' q-4* O/FNO. 4-' 0 8LO' O/FND. 4LO' BASEMENT EXCAVATION 34 18 . -M f t fZL�/15EV efl(j /1'0 BASEMENT FINISHED 1587. Z I f t k7tms5 r2 I /1 /10l O/F�� O/F evil - O/F 181(-0" O/FND. 16!-0m O/FND. 13!-82 O/FND. 10!-0 O/FND. BASEMENT UNFINISHED >= 1115.00 ft-*- TOTAL BAS a 9=114" O/C 1 3' 5 -1167 3!-4 Di- EBI -1-0 16!-0/CONCO/C O/C 9746 &Lgv INK PLOT #3 9' 4@ O/CONC. NOTE TO FOUNDATION SUBCONTRACTOR: SEE CROSS SECTIONS FOR WALL HEIGHT VARIATIONS. NOTE TO MASONRY BLOCK SUBCONTRACTOR: SEE CROSS SECTIONS . FOR WALL HEIGHT VARIATIONS. 341-8' O/CONC. SCALE: 1/49 = Iii-oo 12!-0* O/CONC. 651-02 O/CONC. S FOUNDATION PLAN -73 � c2 " c;,/o�7w G, - 91-0 * O/CONC. 'LAN: FOOTINGS PLAN: BSMT. WALLS - PLAN" BLOCK WALLS 30 `-o" 0/FH0 46 0 - 65 f REAR PATIO OFF FLR. RM. =I IA. ZZ f V CRAWL SLAB 2470.67 82123.67 tr TOTAL 2594.34 ft2 NOTE TO FRAMING CONTRACTOR: -A SEE BSMT. FRAMING WALL LAYOUT (PARTIAL FINISHED/UNFINISHED) ON SHEET #5. EMENT 41V4.41 TL f%l--V ?Cv -it 1'[11157 BASEMENT SLAB 2524.21 W 1 V/557 1/11/10 FRONT PMTQV PORCH 1388 0 - 65 f REAR PATIO OFF FLR. RM. =I IA. ZZ f V CRAWL SLAB 2470.67 82123.67 tr TOTAL 2594.34 ft2 NOTE TO FRAMING CONTRACTOR: -A SEE BSMT. FRAMING WALL LAYOUT (PARTIAL FINISHED/UNFINISHED) ON SHEET #5. • "l ,n � hf+ ft'. ► � 0=r p.. i'r� C N J 1`s hJ I j M*SnC. BUILT. IN FIREPLACES MINIMUM -MAXIMUM. HE16HT INSTALLATION FOR MMES7WS MS, SEE THRU etllL A FIREPLACE. The Infoematwo c:oetweo go these )yes istw4wick reltl"" 404 No by Ire sm"it wefet number isst Alob a teetlecflees yrwim wft .t>aw pm%w. 'Fir r NOTE: estops arc reCw t0 far sc ; ty and ttNN be use0lor each tx¢eny Erre dlrleoey sysfew prrtrettatas !« arpiay4 `4VME•Q%jrlli�LiL�:�,.ir�i�_ �' t nR.7 _lt I�I the ce"gs is so an AMC. pt :Kien die htl w,On the ceduv sae; Ntlre amps above pre clay trsnatK. 9eerli06tht1 f trrestop on the top- side of r e trained Mie A Was* Is sat rwfflo d at f t rapt. j I t.. �� (f l -• Ft Y lk Z "Maximum TOTAL Wright of , Vw MM" system roa Comm - 20 feet. t ^•ltchimneylsWifrtrn10'61roc'WA. teetopVMMer49fl& VINnumof24•aborepreroofpeak.butwmiessloan Vaal eat rn he,ght above the hig ^st poo Wtwe it passes thrauylr f1M M0f. VVOM jw Vw pw 10' from motpeek we lap of of cMmney SpouW De posKm _d so time it ts to- or more from we'dosest porn oaropl w a hat:strtY Metioe. ands Y i minlmumoQ4-iDorftratp:.•nt twtncvErfessttgn�ketarfreryfa>tppvet�pirpys{( yj eilplfsasOrtdegA ft tool. httn,riurm dimea w for Ma of U.S. Wong cedbs. TMss }}lwirarea AOrMteieeCare raConrnnON in p+C CAttrt:kVCPnF:r interest of Satety. they do n; r asswe a sK 6trtr-ttee aperaAon FlOum Top HOUSW. OONTEMPOPAW Radio TOP NOtII a sr UK— w wit•^ STOW COLLM Fut�ao 24' MNI— .' sroaw COLLAR _ FlA&t04' NTEiiEt)MTE . t;fcraoets `r _ �� T 1�•'Y F.3� .`nth. - - if'•a hft w-0 Owe - - tT •cF or 'S 45'O L%X -WTE I L� ii{�/. i��A�if..il'�-yriCrti�.1Zi�,r+�w � 'G rr SEC KM r .- - Q-1 .. ' (srr ar ELBOW 30,x, - ± JAsr sa»s REPLACE ' FEP�•L1A\C••:E• 1 .. •T�M•� .••te•a.•�•.•••• 1I a•/ .T'WO�N-p��•��iW.••I� •a • ••••.�.. ..••....• ••�, ••• a. ••a. .•.� .•\•,'�.• .. n�•V'.•-A•. L�'•A. ' O,M..•HT-UpMte6RM IZ 13 j `4VME•Q%jrlli�LiL�:�,.ir�i�_ �' t nR.7 _lt I t.. �� (f l -• Ft Y lk Ir " ,,,,e•... "�... !�1(M!" r, /:�� a.•P�/-.•+�a •4�'� F • j!6�r•e ( Y '- ". "tom=Yr•kx L , t I_ Rd' iW1 _ �� T 1�•'Y F.3� .`nth. ,., • W L� ii{�/. i��A�if..il'�-yriCrti�.1Zi�,r+�w � 'G rr 2 .- - Q-1 .. } 44 L l••l•- Wt 1?' 4 F IZ 13 t N�yIL.oTtrrrt..l . a N [•�.s7iZ ...sf-. 8 i G '.�sG.. jC' +a ' ONV Al � y yZ I��3't►�cJ•'�'- G>E.t4t Ail.► . ff"X if..�1 � *"��'t s -f '�tii pe iZ"rl big ¢^ 1 "�.r' i� i�/'f t r� ►.r � +.�` . i"•�i #�-* �?,�#�► t u,�,} L1a"fiv}.i ; t�itvT'T. ' �i."s". • ,��: ?`tca►.,I, ��"�'1. Y ` •. x� R �3stt vr� ✓ � f - r�. .F � �F .. • ' w t t✓y��r •'L LI r- O / \ U'• I • cn N WIC r---- _t0� i �•-=�_� 050 C>= I I= r I I I . • I ---- - I C. H. • r % i8 /3 i/8 x U D44 I I TUB PER SPECS. I I 58 C.H.- 8 -! !/8� t ® I 8 -! !/8 2/4 PD I LA . BM. Q LAM. BM. 0 I t 24C0 ----------------- '' v --- 12/4 CO I I ao I = IN ATTIC 042 H / I I _ _ l r---------------- CCM 2eso-2w------- ____ N GREAT ROOM BELOW I 3 _ - c PR 2/0 -', 1 C rn I I I I (LR) 2-i0 1 I I c►'` Cal I ' 038 I 1 ' I I I _ I I I 5 1 II BATH 2 �� YI I �IG • I I 1' 2/4 CO �. I X HANDRAIL WALL 3-3 I m (STATIONARY) y� 1 L 1 %I I _ I STEPS BELOM _(01 .2"�`D I I Q (MATCH SPIRAL PER y _-- , v ! ! I I I ��j�" 1 U i2-4 "�I I 1FBA I MANUF. SPECS.) ---!_TH 3 BATH I I_ 1 1 WALL LIN � _ CURVED WA AT 1I O rj4 I r_ BDRM . 3 SITTING A OM 1 r - --t 1---- • 6 l 13 039 H. BELOW ' SHLV. N II I I / 2Z C.H. r =_ __ - -- - -- I ----� I CAWN 4824 I I O 1 /6 RH 8 -! 1/8 - -- -- ----- -- -----, I 2- 2-7 • l I 4!-10f ® [r, -- — — — — — — — acv I 7' 2 _o (STATIONARY) • I l .CHT: `\ 1 r a 1 (WALL �� • .� 4 RH �° --- `I I cn c*� 5-0 5� o 31 rn RAISED SILL I i I I l i 3 - oao �;' Igo cn I "m SEE XSCT . 1 N:� \ \ •.CHT 1 1 I I --- ----- --- -- __------� l t I \ \ 4 RH 1 1 ; ; 6 LH m + I I 04, -- , �M ------------- I ---I-1---- `\ II I W C.H. I c , � HLL i8'- 2x8 :acv I \ \ v - SPECIAL USE OF THIS II�Q g HANDRAIL DESIGN c i5' -i 1/8'. I I m PER SPECS. � . I 6 -! 1/8 to CJ a 16 OC m I SHOWER j II \ 1 M. 2- _ SPACE TO BE DETER- v I GNK, . m O I I I r I 1 r I PER SPECS. I I I tr)\ \ p., •+ I --_- �� I MINED ON JOB. �° c I ml I "0 I I I 9� 9 aD 10-7 CLERES ORY LINE c'� ;a c9 I I I I `TS `\`\ C3I I - IQ 0 \���� I m a! I ;,K,� BALCONY v AXIS r ON I `\ T . 0 \ \ ALL LINES II ' HALL A i _N �. l-im D41 2-2x12 BEAM -� j I ==___-____—= • CV tS� \ \ -- I • _ _ _ -- , • - I r+ I OFFSET FLUE _ I /8 LH �+ I HIP VAULT IN /-- ---_-_ --_--'1 c� cn I \\ _ ti��\ \ / / ,112-51 r------- - 21-0 - 17-10 N STORAGE I MASTER su TE I I \ = s \ I I FUR . y�' \ \ H. I CLERESTORY AWNING 1 ATTIC 1 .-r �p I I - C. I WINDOWS ABOVE (1045-51)I I \ O C.H. 8 -i !/8 ( MALL LINES 8 1 1/8 I 034 BELOW SEE PLAN VIEW t cv o°D � DELETED �p SHEET # I - - I -a C.H.- • I I I \ cn - -- - .2 `\ t1) \\ 10 0 \�\ i ,�� KNDR IL DESIGN PEF SPECS. / I O U)\\ 1 I c 'a � � 1 �\ r � i ►- \ --- - 3 B 9-11 \� 7-4 'a en I I 'Z m _ E�YERLBEL07W "v a \\ -o W3 6• B-1 c • In _ _ _ _ _ _ I I d \ `1 `y r< fi "Q / r �d OV D WALL NNER BARREL �� ' `\\, i� - ----------- �------------------ -- I p _- \\ \\ Cmm-tel 34-1 j `'' LINE N FOYER VAULT LINE , 21-0 -------------- �- II 7 771�\ \\ 4-11 41-11 I 17-5f ca 2-1 8 6-2� . R. 0. _ _ SEE FIRST FLOOR PLAN) L __________________ ` — —� — @— BR— — — r ��; i � I 1 — w l I fi-1 R. 0. I I I I I I UT `\ I FULL IRCLE I �� J _______ --- I I I \ \�-1• B -O ' 0/SHTG . 9- l0 • 0/SHTG .- -� I WIN -0 -ow I_ 11 I I \ \ � ` > 25-0 ' 0/SHT3. Gib ---- ----- \ L��-------------- ��-� / SCALE: 1/4 • V-0, Lr-------------i� ` f" r +r: t 2 « SECOND FLOOR = 1978.27 ft (EXCLUDES ATTIC STORAGE/MECH.) l: 2 s, SECOND FLOOR = 2228.30 ft f F, F.. (WITH ATTIC STORAGE/MECH.) W,4t-L 14E 16; IQ�R�( 5a� INK PLOT4 CRO -Se, ��u5 a -A -n4FQt cm H cn � o WIC r---- _t0� i �•-=�_� 050 C>= I I= r I I I . • I ---- - I C. H. • r % i8 /3 i/8 x U D44 I I TUB PER SPECS. I I 58 C.H.- 8 -! !/8� t ® I 8 -! !/8 2/4 PD I LA . BM. Q LAM. BM. 0 I t 24C0 ----------------- '' v --- 12/4 CO I I ao I = IN ATTIC 042 H / I I _ _ l r---------------- CCM 2eso-2w------- ____ N GREAT ROOM BELOW I 3 _ - c PR 2/0 -', 1 C rn I I I I (LR) 2-i0 1 I I c►'` Cal I ' 038 I 1 ' I I I _ I I I 5 1 II BATH 2 �� YI I �IG • I I 1' 2/4 CO �. I X HANDRAIL WALL 3-3 I m (STATIONARY) y� 1 L 1 %I I _ I STEPS BELOM _(01 .2"�`D I I Q (MATCH SPIRAL PER y _-- , v ! ! I I I ��j�" 1 U i2-4 "�I I 1FBA I MANUF. SPECS.) ---!_TH 3 BATH I I_ 1 1 WALL LIN � _ CURVED WA AT 1I O rj4 I r_ BDRM . 3 SITTING A OM 1 r - --t 1---- • 6 l 13 039 H. BELOW ' SHLV. N II I I / 2Z C.H. r =_ __ - -- - -- I ----� I CAWN 4824 I I O 1 /6 RH 8 -! 1/8 - -- -- ----- -- -----, I 2- 2-7 • l I 4!-10f ® [r, -- — — — — — — — acv I 7' 2 _o (STATIONARY) • I l .CHT: `\ 1 r a 1 (WALL �� • .� 4 RH �° --- `I I cn c*� 5-0 5� o 31 rn RAISED SILL I i I I l i 3 - oao �;' Igo cn I "m SEE XSCT . 1 N:� \ \ •.CHT 1 1 I I --- ----- --- -- __------� l t I \ \ 4 RH 1 1 ; ; 6 LH m + I I 04, -- , �M ------------- I ---I-1---- `\ II I W C.H. I c , � HLL i8'- 2x8 :acv I \ \ v - SPECIAL USE OF THIS II�Q g HANDRAIL DESIGN c i5' -i 1/8'. I I m PER SPECS. � . I 6 -! 1/8 to CJ a 16 OC m I SHOWER j II \ 1 M. 2- _ SPACE TO BE DETER- v I GNK, . m O I I I r I 1 r I PER SPECS. I I I tr)\ \ p., •+ I --_- �� I MINED ON JOB. �° c I ml I "0 I I I 9� 9 aD 10-7 CLERES ORY LINE c'� ;a c9 I I I I `TS `\`\ C3I I - IQ 0 \���� I m a! 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