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HomeMy WebLinkAbout04030133 Building PlansW COLIC. YtA1L AT &D F)ITRY GARAGE FOR SUPPORT OF 2X.6 WALL ARDVE [--AREA 211-11 t/2" FIRST FLC<)R 2059 SECUID FLOOR 1633 TOTAL 3692 PARTIAL BASEMENT 16118 FULL BAMAENT2106 GARAGE 705 Pow 'A' 227 PORCii 'B' 107 -I- 'C' 321 PORCH 'D' 134 PORCH 'E' -- _- 137 I wy-R' FOUNDATION PLAN SCALE 1/4' = 1'4Cr NOTE COtITRACTOR SHALL BE RNUISDLE FOR 11Et )TNG ALL D:!IENSZS AFFECTi!iG CONTRACTOR'S PRCOUCTS. l tSTALURQIS OR FABRICAT WS IN THE FIELD PRIOR TO EXPE01211G THE CONSIRUCT191 OF SUCH VAK. ERRORS AND 0D,!ISSRJS Y,H!CH 1LAY OCCUR IN THE CCIITRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTRITION Or THE ARCHITECT, IN YPIT121G, A210 V,21TEN INSTRUCTION SHALL BE OBTAINED PRIOR TO PROCEEWNG 81111 CONSTRUCTIDLI. THE CONTRACTOR SHALL BE HELD RESPOLISBLE FOR ANY ERRORS, DISCIU11iC1ES OR WiSSUIS FGR 1111101 THE CO,YTRACTOLR FAILED TO NOTIFY THE ARCWTECT PRIOR TO CONSTRUCi1Ct1 AND/03 FAS1CA110N OF THE WRK. I / DASHED LINES REPRESENT LARISI POtRCti PAD POSSaLE. THS IS F02 SF1E PLANNING (KY. SEE E EYATiRIS FOR A11PROPRIATE DAIDISLkI••N3 AILD L-------------- 5lT�`LG COIERAL NOTES- NOTE I1/2' DIA. ANCHO{i BOLTS TO BE 6'-D' O.C., 12` IIAX. FROM CRIERS SLY E COL.ULiiI Dil1EHSI0lIS LRE FROM CDITER OF COLUMN i !CAL AT TOP COURSE OF B.%CK. PROVTIE A.B. AT BOTH SDES (f TO EXTERIOR FACE OF BASEUENT WALL BASDAENT YI!NDO'W, TiP. 2) WRTICAL, REINFORCE11.91T TO BE INSTALLED UI ACCORDA!IrrE YATII PAD F00%G SIZES MUSS THE C001f LOCAL BUILDNG CODE SOIL BSG CAPAUTY (f 20M PSF 3) td- IIORTAR & GROUF TO BE 1)?E'11' CROOT OR TYPE'S' ()TOUT, W. , BVI(�N{yF{Y�� 2,(OD PSF SOIL f , 1 , 1 , 1 , 1 ! , 7 , G CAPAC11Y 1 1 , , 1 , Field verify afl dimensions DO 1tTOT S ALE ,DRA W111rGS! NOTE: HELD ifRFY uTI11TY LOCATIONS FOR RDE OF HOUSE w/ SUPENN ENDANT NOTE: FIELD 'rE 0 LOC. OF SU1A? PHP u/ SU`PERINTEN0r', IT 211-11 t/2" 11'-2" 25-5' , '11!11'1 �. �'1�117 '1 ': r - i!li A�+ i �iil'l"PI!*1!• 1111111r';lN!4+1 /;11r,i l,•ilitl �111'i '+I' tl!Ilrtrr III:I 1 !VII I:I i,' I.1I,I !�tll't!'; IL'11;+I'r!11't I,(!tl i :�+ii+il"H-. 1' 1,:1 !:Vl tr!illlA r +`I IIIIIfII.,ly-lil,rr !I Il'i)i . l tlll �--:ti.i; ��I:l !i!•1 ! . „1=111,11111 I,t 1.,+il,i r'•11�'1'Ii: „ e POURED COLIC WAIL � 8ASE11EttT YI!N0011 = 8' x 18" CONT. SPREAD � n ct PER SPEC. FOOTING 4 LEAD WALL F4' x 12' BRICK LD10E I DASHED ONE OF CANT. AS REO'D N ;ti pi I v I BAY � <p _Z336x',6x, f - V I • I I W �� .. .. -. .. .. = YI Ux28, 1 (,ECE, TYIITSPAt� +,11•!;11.•11. i , Il.rlf,f;.illl+l,lr ril ii rll..l •r1i'1r i.11tr l)I II III ;11 •, X11!:11,17 'ill l! 1+;Ir),r: t tt ,!l lft{!•• IV21111 111 ;II r.jll, `, t) ISI: t1! ^�-�,- �, ,�- ^� f _��„� �� -,-,r. ^_ , h ,il!I!IH.IUI, q ul ]I:.1"IPL I I 111111 PIi "OW l '11,11) llglltli111111MH'j III'tllN;P,-1111! 010! •'. - .. �,. .. • f} 1,;1 :1':11'! •-�I' il'!1 P -Ili•• 1•'+Ili! r`,r •111+r,�ylh'7rI:11 tiff 11 .ty!n 41!1llll`r; !Pliilr!r I!"11'�r i:I P'!'A 11 i i'Ir ri!rl:', Il'.Ittlrli It:!1,"I1t1171)!'•1'`I', , •1.'.1 r. 11'111'.P'.I,• II1•I' L FIELD 4MFYSuilp LOC. Vj/ SUPT. M 1�=1 I 1 �� a •�, I �i I �I 26-8 TO FD / CO I = Ica- - }, BASEMENT ,„ 4' COLIC. SLAB (11) I OIt PROPERLY COMPACTED GRANULAR In , FAU FAU =' = 8' CONC.WALL TO FROST 1121E 8' x 18' CONT. SPREAD - I" a FA _ ` FLUE VE Z3 a ! - FOOiiNG i SEE STDAWA L �- M 24'-1 1/2' I DEFA!L PER SPEC 15� 24xE6x12 ISI= ' WT o EEC I / �•. 118x18 � i ! =f 0 8' POURED) CONC. WALL 4' SA LEDGE 8' x 18' CONT. SPREAD _ 30PA15 24x48x12 ' . T AB li I _ '� f '" ' I - � f - _ 36x36x18 ' I = � •��� .r FOOTINGi k-1 i---�i• � = UNEXCAVATED �^ Bxlar 1 PIECE RltrSPA1 UP 14 R " PIECE, TY,O-SPMI I ._. ...__... = ( F , I -I i 11:11. 4' CLEAN COUP. SAPID ALL _ f NBxta, 1 PIECE, Pio- AIII r � t _ I)P BEW _ Q� — L� f _1 POC(ET: 8' 2X6 WALL T CO4SR SIL POSTS, WDE, 4' DEEP 4 9'-7 1%2 -11 1/ '- '7' e-81/2' TP. ALUISTAIR ' tGt!IL( 01 - 94 o o r w O N � W d. (J 'ED U,E of OPT. a / DASIi tr -_ _ f1,ftDUG1-N PLUB?G • ' ' ' = LEAD WLL � 'Ili tt:t l+! 1 ,rlrnsl'IIu;l17,! 1'11rA.'.141!iillllil! 1: APIAVIN131.1' irr:lli � ; 1 3'-O" '1"-1D" 1 ; 2'.as � / i 41 o - I AS RE4rD f `�L �' , N 1:4,1'1 f3. tl' 9•!IUIiiIP;l•. IIR.`IL: I IH: atI I:Li1 !'I.p `:!,..111111 !: it+V,11 :'illAlih:!I ' :I'- c Ii �' { i ; ,� •\ � � i � LiJ ; 1 , ; i .- -_ ...._. i i � 1`y '� FIELD T'ET0 ALT. SUM? Q, i ..•.�.. — .�..... ._....- ._.— �- .._..� — �� -_ _ _ ; �4::Y .C•,.--_, , , I~ _-_- 1_ �,�p 1�1.� � �py��A�'ryt �qp�{ tiS.i. 6.LLfll ll� �V11 � LOC, WJ SUPT. ALL ; 4 ,::Ir" tl 1, Ul:i ^1 'lli:(llill!!i !'!] 1 I,p I;11JI11:Hl,ii,`:,, ❑111 Hf,1llil,Ul Hillal!ii Iif 111yig111P gilt i1 P111 : U !I!0IGiltl Aii 1%i1—!:;0!!IPIUaU:l_ip_!; _In U_IIt IIll_b:_1111 tl,_if .. _I i „_ _! _111_111P_tP_1—l;;Pl;�,:tlif,rf — — — — — — 1 :. 8' PVVt® Cu/lc WALL F YNDM N LAYV 1 1 8' x W cult SPMD �' , IN THIS ARBA.. FOOTING ' ' 4' x 12BRICK LEDGE = N MUMS FOR+ - -,1 `•;!1 't •'1' If l!11:t11%It :"II:i 1 I' 1PII'! I!'!:IN, DSV ;1 r,fi11. (1 111'11111 Il !11, 111111:31!, 11: IIsi 111�� , ; 1 P t;; 1 !1`i! {i!+11•t A 11+117!11111"tr,!I 1111117 !1 Ili Ill! „1!1:.1111111'�,t 11'11 t�,IVI{t !Flt{I11rt I!!T I: i •'•Alli l'I, •vi l?1tt1111'lll .. i!: Il:�ti t!!7t•111I!'1, N= > __ _ _ _ _L _. ft�IRDA� LAYI)UT -'- 22'-11 1/2' IN THIS A. ' 1 1 1 i ' ' 8 _g• W-8 1/2' 14'-4' , I � FOUNDATION PLAN SCALE 1/4' = 1'4Cr NOTE COtITRACTOR SHALL BE RNUISDLE FOR 11Et )TNG ALL D:!IENSZS AFFECTi!iG CONTRACTOR'S PRCOUCTS. l tSTALURQIS OR FABRICAT WS IN THE FIELD PRIOR TO EXPE01211G THE CONSIRUCT191 OF SUCH VAK. ERRORS AND 0D,!ISSRJS Y,H!CH 1LAY OCCUR IN THE CCIITRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTRITION Or THE ARCHITECT, IN YPIT121G, A210 V,21TEN INSTRUCTION SHALL BE OBTAINED PRIOR TO PROCEEWNG 81111 CONSTRUCTIDLI. THE CONTRACTOR SHALL BE HELD RESPOLISBLE FOR ANY ERRORS, DISCIU11iC1ES OR WiSSUIS FGR 1111101 THE CO,YTRACTOLR FAILED TO NOTIFY THE ARCWTECT PRIOR TO CONSTRUCi1Ct1 AND/03 FAS1CA110N OF THE WRK. I / DASHED LINES REPRESENT LARISI POtRCti PAD POSSaLE. THS IS F02 SF1E PLANNING (KY. SEE E EYATiRIS FOR A11PROPRIATE DAIDISLkI••N3 AILD L-------------- 5lT�`LG COIERAL NOTES- NOTE I1/2' DIA. ANCHO{i BOLTS TO BE 6'-D' O.C., 12` IIAX. FROM CRIERS SLY E COL.ULiiI Dil1EHSI0lIS LRE FROM CDITER OF COLUMN i !CAL AT TOP COURSE OF B.%CK. PROVTIE A.B. AT BOTH SDES (f TO EXTERIOR FACE OF BASEUENT WALL BASDAENT YI!NDO'W, TiP. 2) WRTICAL, REINFORCE11.91T TO BE INSTALLED UI ACCORDA!IrrE YATII PAD F00%G SIZES MUSS THE C001f LOCAL BUILDNG CODE SOIL BSG CAPAUTY (f 20M PSF 3) td- IIORTAR & GROUF TO BE 1)?E'11' CROOT OR TYPE'S' ()TOUT, W. , BVI(�N{yF{Y�� 2,(OD PSF SOIL f , 1 , 1 , 1 , 1 ! , 7 , G CAPAC11Y 1 1 , , 1 , Field verify afl dimensions DO 1tTOT S ALE ,DRA W111rGS! NOTE: HELD ifRFY uTI11TY LOCATIONS FOR RDE OF HOUSE w/ SUPENN ENDANT NOTE: FIELD 'rE 0 LOC. OF SU1A? PHP u/ SU`PERINTEN0r', IT �v4q w DRA4YN BY: Midwest Arch Dept GATE: 10-16-2003 AEV No. i DATE 1 1—ids 10-28-03 (1T _ 2—jrh 11-24-03 C� COMMUNITY -SPEC LEVEL A W4 "' i a eof West � level 4- (u GARAGE LEFT' .o �a PLAN Nome / No. ;4 U) Strathmoor W o x ° 369a T � n ct 4 u �v4q w DRA4YN BY: Midwest Arch Dept GATE: 10-16-2003 AEV No. i DATE 1 1—ids 10-28-03 (1T _ 2—jrh 11-24-03 C� COMMUNITY -SPEC LEVEL A W4 "' i a eof West � level 4- (u GARAGE LEFT' .o �a PLAN Nome / No. ;4 U) Strathmoor W o x ° 369a T tTQTE: VYll i+ P}R(O{,YDEI- PWIE tl:rl l': 111(I:1l;I }1111!1.1{!'!11111:1ttl! It! 1!1 SIN:I'klt 1}tlit:r4'r:111:171!!II:11�::1!i!;iil!i+'INllili ': I' rlili!ttil?{1!1111 !R1:::11:1!IF:tlif 1:11If1:1!i1.Ifl11:I1N7411! 1 ;II! Mill III HI III!:! IIIIIIII ::.!Ililiflti! I':IIHIIII`I'1 1:. Ilf llildl111iI7:111:1 :r:l l,rlr:lr— : MID 1"' LA9tiL OUTLET STAlTQARD. IT?J D 41 RzFY LOCATlOt15 r--- "----------------� n � . �� `� ellllll:ft'.•1!i.11�lll' 1'lll::l.i'll'111f11!: :••11::1 :1, 11•.1 I'I lllilr!Ir II'•r 1'I •11:•.11!1.1 VII'lll'r I,llrrrl 1i11r11 •. I Ir11111 I 1'! 11!1111'1 llrlrl 11 lSllrr— FL Bx8 Box COL. SUUP Mon- 11V t Q _ t BASEMENT 2/6 me OF 1IECH. SOFFIT �-' LINE OF MEW. SOFFIT _ r�' % 310 310 J ✓ Jl' , / ,/ ✓/ FAU FAU 9FA FLUE FOMECH Roots r�/ r f•,�-y,:'y�/�,• YO E � / J,�" ,% - �/' ��,/� f r��i ,' f /'� �f' � / / � J��/f ��/,•�J co)Q%.//,, /;'��, f�✓° ' i' %� %/f/'—' -� ''Ir'_.`�.!�,_� UIE OF MECH. MITIT To A90 I 3%0 L 8x8 Box COL 3/0 STORAGE 'Al.- PARTIAL FINISHED BASEMENT SCALE 1/4` = P-0' Wff 1D W ' ; OPT. ROUGH 91 PLU! VIC 1 ` , �•� ' ' , , - SEE SHT 130 FOR awls ra;a DEDJLs 1 1 1633 r_. 2/6 L_J _ • 1.----------''----_�---------� FULL DASMEIIT s 'sJ i 1 FIRST FLOOR 2059 SECOUD FLOOR 1633 r_. 2/6 3b92 _ + FULL DASMEIIT 2106 1 705 — 1 , 1 , Tomm 'B' 107 PORCH 'C' 321 PORCH 14' 134 PORCH 'E' 137 1 + Q } AmUWSU11P 11ov IIOTE PROVIDE 1- PlIME OUTLET AND 1- CABLE OUILEF STAUDA.RD. F1RLD tMFY LOCATIONS 1!t I W. i! 1�9 t1 ;Iri!!,ryf• �! 'ryi Alm"11 1" L !Irl ` a ul r.,l I u.l uNm a rvl :iunurn•^. I l t :rum .. t l 1 1 11,1!1:1 1:1 "11 rl .; ii 111. 11 :•r •i III? 1o!: 1,1:)m.IH:111 ri,Nm lr V-1 v., •.!Illtllll:i:l.1:i .111 I:t I'!1. / ❑ � Fl11:111!;:1 t'.: fllillr I 1"'Itl•i�?: •II": ! I I I!flrr I I I . 1 1, I 8X8 BOC COL 1� 110Y BASEMENT - %4; Ut'E OF i(E'C11. SOFFIT UtiF OF 11ECH. SOFFIT 17 l �. 1f /' l�/• �, �rJ �f/'�./ f rJ •'f, `dj` % FAV FAQ r' J 1, / �r,, �, •! l�, �ffi '� V�%,, / ,✓ -orm ✓. ,r,/ -J ,Jf� �.` f �,/ / ;' �,•'�,•' ,�/ ./ / �,,,/�,,J��/ ' fJ % / t j 1+' �,/ y / ✓ ' ,� �' /1''' "' FLUES / �/ �/�/ '��' • ��,�' / ,; �,.,/;,� .. . /,,•�,f' �,,,, ,. �,, ,�',-, %' �,:' f/' .., ' ;� �;FDMECH ROOM CD TO ABO E J O �,/ . '` ,,/f f �'� •'� �� 1 r .' / f j / �� / � � / • .� - / off Jr�•%��%/`+i•"+.. �� ,r' f f�'fi' / r � � ./�� . � /�''��,//'� /,/�� % 1 /�/ ��� J�/'�� %/ 8X8 BOX C,' 3/0 j� U11E OF NECH. SOFFIT i t 3/0 STORAGE 2/6 -------------------------- - OPT ROUGH III PLUMBING 41tTr tour , SEE SHF 130 FOR t iill{Ilitllli IJI1i111I11 tl 1'i .IS tilt IUU baf!Ifl 1rtII1 L•!: b9pttl!ii0ll ' ; .Y • ' OUIS At,Q OETA?LS �__4 as 1 , �-1 , 1 1 1 / r-' 2/6 `- 3 iU lil Plutq uI17Iii!liPd iP116t a !!Iql: IA61n!: �Ilnifllll{1 :!! 1!LPIt1lf l:r 1 n,:Fil!il�ra x:1111 Iq i4 1iu' ' i ii '- + d `LTJ ' i it ALT. '11kt1J!il ti411!;!IfG1ii❑ :iLf 11:il,itl!ilpll 1!t lal:^I:!111 :IIIurl,al,:IlUllltinl;ll: aiiali !Iup: fl l ; sm? ; i gAr, Ov PULL FINISHED BASEMENT SCALE 1/4' = 11-0' Field verify all dimensions DO NOT SCALE.DRA WNGS! AREA FIRST FLOOR 2059 SECOUD FLOOR 1633 TOTAL 3b92 PARTIAL BASRIDIT 1508 FULL DASMEIIT 2106 GARAC-E 705 PORCII A' 227 Tomm 'B' 107 PORCH 'C' 321 PORCH 14' 134 PORCH 'E' 137 I ` z O DRAWN BY: Dept Midwest Arch 10-16-2003 DATE: n • 4j REV No. DATE 1—jrh 11-24-03 'R Q } � ►--� �j w Ui�4a COMMUNITY -SPEC LEVEL e of Nest flay n Level 4- v GARAGE LEFT o PLAN Name / No. ' Strathmoor i 369a ww4P7 U .� I DRAWN BY: Dept Midwest Arch 10-16-2003 DATE: REV No. DATE 1—jrh 11-24-03 'R Q } � ►--� �j w Ui�4a COMMUNITY -SPEC LEVEL e of Nest flay Level 4- v GARAGE LEFT PLAN Name / No. ' Strathmoor i 369a ww4P7 I • 4z f k c S L SEMN PLM WINDOW BOX DETAIL VARIES NOTES : 1. ALL CASED OPENINGS GREATER THAN 48' PUDE HOLD HEADER TIGHT TO PLATE 2. ALL BI -FOLD DOORS R.O.'S = 1 1/2' WADER THAN DOORS HEADER HT. = 82" AFF 3. ALL Bi -PASS DOORS R.O.'S = 1' VIDER THAN DOOR HEADER HT = 83" AFF 4. TOWEL BARS (TB) O'JER CABINETS AND TOILETS BLOCKING TO BE 55" AFF TO CL 5. TO',EL BARS (TB) NOT OVER CABINETS AND TOILETS BLOCKING TO BE 39" AFF TO CL 6. BLOCKING FOR TISSUE HOLDERS (TH) TO BE 24" AFF 7. HEADERS OVER 48" LONG REQUIRE DOUBLE CRIPPLE GARAGE STAiR DETAIL 1X8 M. CAP CA%IG HANDRAIL 1X6 0. H'RAP BD, c UNDER RAIL SCALE : i' = 1'-0' - IF 4 OR MORE RISERS, THERE !MUST BE A KNEEWAIL BUILT 01 BOTH SIDES OF STAiR - HANDRAIL MUST BE NO HIGHER THAII 36' AND NO LESS THAN 34' FROM NOSING W TREAD TO TOP OF HMIDRAIL - THERE MUST BE NO LESS THAN 1 1/2' BEREEN WALL AND HANDRAIL m 1 N 0 I I 2-2x6 N 8• 2-7 3/8' 8' 1 °� LAUNDRY �' ; �" i aiii t i�� 1 i m` PORCH PAD POSSr3LE. THIS IS FOR GARAGE ^' -� �I - 9'-0' CLG. PORCH 'B' I cz) r - 2 STORY (IJ PORCH '0' 134 I Co NOTE HEARTH 2/8 -----------------------------------------------------; ------- I REV No. a FASTEN EACH P EACH HEADER P 1-jds 10-28-03 F -22x34 -1 fid NAILS 12' OC. AT 1 1 �, I - 9'-O' CLG. t ci 12--04-03 UNE OF IND FLOOD ABOVE ----- ,^ -— EACH HEADER t1Fi1BER 4-i 44 I O jACCESS --- t X 12'-6' V 't rJ a 1DJACE11T KING i%i SEE FRONT ElEVAi1ONS � I - f r 1 o PLATE A11D HEA YATH 2-16d COM caD� 1 GARAGE LEFT - 9'-a' CLG. o FOR POKII LAYOUIS 2-2X6 4 11A:LS, TYPICAL 9'-a' aG. 0 DBL 2JO 0 o 2-2X6 1 1� v in r.� N 8• 2-7 3/8' 8' + °� LAUNDRY �' ; �" i aiii FOYER i�� 1 ter. sfl'-o' C 58'-0'0 11'-1 1/2' 3T'-1' 15'-9 1/2' r 2'-O' O1MIATIG OF t - a ' !TYING ROOM A9D1c ' ' , -9' ' 94'-81J2° 5-5' ________2 ---- 4-9 1j4 4-91/4 4-81/2r 1/2 2- YrYIS-2-732 9068SGO PU1 PA-YrS 3672 e 1� 11 y PE -3371 2'-81/2° 2'-81/2' 3'-41/2° 3'-41/2' N M 18` Q 1 J2' 1'r5-2-36 2 con PO A-2 3371 cu NOOK i i 2X6 B,�LO(111 VS -4242 , r PEllh-2-2 17 CA o t r FRAAE WALL `� `r9 '6 - 9 -O' CLG. - t - - - r ®` 2x4 - - - _ _ p � 3-2x4 _ r, F1U5II HDR PER OJ 4-216 FAMILY ROOM - -FLUSH HDR PER aJ - 3-2x4 cs LAYOUT VAULT CL PI. G. LAYOUT I o O 2'-s' 10'-2' 2 -9 Ito DN 52iK 1V/DISP e 24'-8 1/2' 4'-8 1/2' 4'-10' 1'-7' 11'-tO° 1-1T 16'-7' _ 1 , in HEARTH ACID SURROUND '� PER LOCAL CODE LIBRARY o co c + °� LAUNDRY �' ; �" i aiii FOYER i�� 1 i La PORCH PAD POSSr3LE. THIS IS FOR GARAGE ^' -� P03CH 'A' - 9'-0' CLG. PORCH 'B' I cz) r - 2 STORY (IJ PORCH '0' 134 I Co NOTE HEARTH 2/8 -----------------------------------------------------; ------- I REV No. DATE FASTEN EACH P EACH HEADER P 1-jds 10-28-03 F -22x34 -1 fid NAILS 12' OC. AT 1 �, I - 9'-O' CLG. C+ -- - 12--04-03 UNE OF IND FLOOD ABOVE ----- ,^ -— EACH HEADER t1Fi1BER ° .. 44 12' O.C. NAIL 9'-11'V-6' jACCESS --- t0'-1fl° KITCHEN 12'-6' V 't rJ a 1DJACE11T KING _ COMMUNITY -SPEC LEVEL SEE FRONT ElEVAi1ONS � I - f r o PLATE A11D HEA YATH 2-16d COM caD� �� GARAGE LEFT - 9'-a' CLG. o FOR POKII LAYOUIS 4 11A:LS, TYPICAL 9'-a' aG. 0 DBL 2JO o tP� v in PLAII FOR a, = 1 , REF. ELEV.S RM STUD 2'-6' �� �. 2'-3' M 11'-5 1/2' 3'-4' 3'-?' '-) iO'_t• 4'-2 1/4' 2'-1' 9 3/ t ?' 11 1/2' T-5" SPiluYyl W/ NEYILL PER ART NICHE - SEE DETAIL PWDR _---�u E --- - GARAGp ©n /�+ - 5/8 F.C. DRYWALL ON COMAW SPEC. 12' DROP 111)1 `� > THIS SNL 2/8 - 9'-0` CLG. + 1 1 1 WALLS) AND CE1U11C NN SEE FRONT ELEYATiO1IS �_ t ; , L---- _ r �� �� ul g SEE GARAGE STAIR C', 12' DROP HDR ____ /8 Q4 /2+ ` 5'-2' nn. N 1 — — 8'-5` 11'-t3 t/2' t3'-8'41 R �,� ;' 1 , 1 DETAIL THIS 5111 FOR t § j i 16 R ;;, 1 j ' ,E5 c fURTHERIt1f0. 4'-5 1/2' �n ,1)t PYYDR I'-5' i' �`- 2 DROP HDR �' 'J �'=— 12' D3GP HDR ' ��..�...° 9 � - 9'4 CLG. � = = a 4'-9" 2/8 3'-8° 5'-6p "� 5'-7 1/2 ' /L11E OF 2110 o aj f iti— _ ^ _ _ _ _ _. — _ 1LOCR R19%[ 70 I 8X8 Bax 2—� - --- ---- LIVING ROOM - — — JrMl— — — — j ply DINING R00�� 111100, i11'. t II l Ili Ha'1DRAL Atin ----------- ' - 9'-0' CLG. 2'-O' 2' 1' 6'-a 1/2' DAL�UE3lo SPEC. ---- -- -- . 1 �+ L._ �(_ I -TRAY CLG. I I I ;----- - ___-- SPi;,'DEL Yr/ _ _ I ! 1 I t1;:11£L PER I � I CV I , I-� I,I ,----- ty_- SPEC. co c + °� LAUNDRY �' ; �" i aiii FOYER i�� 1 i La PORCH PAD POSSr3LE. THIS IS FOR GARAGE ^' -� P03CH 'A' - 9'-0' CLG. PORCH 'B' I cz) r - 2 STORY (IJ PORCH '0' 134 PORCH 'E' NOTE 1 2/8 -----------------------------------------------------; ------- I REV No. DATE FASTEN EACH P EACH HEADER P 1-jds 10-28-03 fid NAILS 12' OC. AT 2-jrh I I II c' C+ 3-irh 12--04-03 EACH HEADER t1Fi1BER ° .. 44 12' O.C. NAIL 9'-11'V-6' 13'-1° o t0'-1fl° _ 12'-6' V 't rJ a 1DJACE11T KING _ COMMUNITY -SPEC LEVEL SEE FRONT ElEVAi1ONS � I - f r o PLATE A11D HEA YATH 2-16d COM .- rA GARAGE LEFT 2-25 o FOR POKII LAYOUIS 11A:LS, TYPICAL 0 PPLES AT 16' OC PLAII FOR a, 1 , REF. ELEV.S RM STUD !C3r SIDE UTESco t REF. ELEV.S REF. l Lf1! S 1 + 1 1 1 NN SEE FRONT ELEYATiO1IS - ; , L---- 1 __,__-,� 1 FOR PORCH LAYOUTS 1 l REF I1LVS --------------------------------- REF. ELEY.S , r 1 22'-3 1/2' 8'-5` 11'-t3 t/2' t3'-8'41 1 , 1 j i + r 1 j 1 i t r + 1 + j DASHED LBIES REPRESETIT LARGEST 1 1 1 i - 16d MALS PORCH PAD POSSr3LE. THIS IS FOR GARAGE 705 I P03CH 'A' 227 PORCH 'B' 107 SITE PLAI1k7NG RILY. SEE ELEVAT OOS PER STUD PORCH '0' 134 PORCH 'E' NOTE CL FOR APPROPRIATE DIMEN9RTNG N40 9TlI1G -----------------------------------------------------; ------- ;-------------------------------------------� 1 , 1 , 1 1 + / FIRST FLOOR PLAN SCALE 1/4' = 1'-0' NOTE : Ali. 0I9FIIS1OUS ARE FROM FACE OF STUD TO NOPE SEE PLAIT FOR HEADER S12E /� CONTRACTOR SHALL B- RESPONISBLE FOR VI RF00 ARCHITECT, Ol YRTTIIG, AND 1tRIIMI HSTRUCT1411 SHAT! Field verify • ALLOF STUD. AIL STUDS ARE 3 E F ARTLESS tiOTElT. .i 'i l d all dimensions AU_ DJA7ISatIS PRESENTED HERE ARE fRh1E Ail. D',T1EtIS4tIS AFFECRtIG COtiTRACTOR'S PRODUCTS. DE CflTA!IIED PRIOR TO PROCEEDING YdiH CRISTRUC1101L DL!E11S0NS ONLY - SEE SHL 1.1 FOR FOLRNOAIlRi 6'IST1J1A11RIS Oft fABR;CAl1OtIS IN "Mr FIELD PRIOR TO THE CONTRACTOR SLiA116E MRESPDII98t£ FOR AlIY 1P 6D FOOTPRitIL E)PEDITiNG THE CRISTRUCRRI OF SUCiI YORK. ERRORS, DISCREPANCIES OR OL!SSIONS FOR Y,HICH THE PA11Iim REVIEW ALL Y;AtDOtt !D? NflGT3TS PER PLATE HT. A110 ERRORS AND 0!AiSSIOUS 11;liCH MAY OCCUR III THE CIYIIRACT CONTRACTOR FAIUD TO NOTIFY THE ARCHITECT PRIOR x SLL YI/ tiff IEY AL EWIDO H H GHTS PE DETAILS DOCUIIEIRS SHtil. BE BROUGHT TO THE ATiBIRDN OF THE TO COtISTRUCT1OtI AAO/OR FABRICATION OF THE YORK. TR21A PER SPEC FRAMING MATERIAL AND CONNECTION SPECIFICATIONS - 1. EXTERIOR WALL SHEATHING: STRUCTURAL BRACE WALL SHEATHING BY LUDLOW COATED PRODUCTS. ATTACH TO FRAh1NG VATH 7/16" CRO1S'N x 1 1/4' LONG, i6 GAGE STAPLES AT 3" 014 CENTER AT PANEL EDGES AND 6' ON CENTER AT INTERMEDIATE FRAMING MEMBERS. ItISTALL IN CODE REQUIRED LOCATiONNS ON DIE FRONT AND REAR WALLS. LOCATE ON ALL PANELS ON THE SiDE WALLS AND ALL OTHER EXTERIOR WALLS ORIENTED FRONT -TO -BACK. 2. ROOF SHEATHING: 7/i6' THICK, APA -RATED SHEATWNG. ATTACH TO FRAMING PATH 8d COM ION NAILS AT 6° ON CENTER AT PANEL EDGES AND 12' IV OPJ CEIJTER AT 11JTERI11E01ATE 17RA6iING 11Ei,1BE04Z. 3. FLOOR SHEATHING: 3/4' THICK, APA -RATED SHEATHING. ATTACH TO FRAiiING PATH 8d COMMON NAiLS AT 6" ON CENTER AT PA14EL EDGES A14D ART NiGHE DETAIL 127 F���1�Ec4TER N� INTERMEDIATE FRAMING MEMBERS. A. ROOF TRUSSES TO TOP PLATE: (3) 16d NAILS (TOENAILED). SCALE: 1/2' = 1'-0' f - B. ROOr TRUSSES TO TOP PLATE (SIDE MALLS): 100 AT 8 ON CENTER. C. SECOND FLOOR EXTERIOR WALL BOTTO'd PLATES TO RIM BOARD: 16d NAiLS AT 10" ON CENTER. D. SECOND FLOOR EXTERIOR WALL BOTTOM PLATES TO ROM BOARD (SIDE WALLS): 16d NAILS AT 6" ON CENTER. E. SECOND FLOOR RIM JOIST TO FIRST FLOOR EXTERIOR WALL TOP PLATE: 16d NAILS (TOENAILED) AT 12" ON CENTER. F. f]RST FLOOR EXTERIOR WALL BOTTOlr1 PLATES TO RIM BOARD: 16d NAILS AT 12' ON CENTER. G. FIRST FLOOR RII11 JOIST TO BASEMENT EXTERIOR WALL TOP PLATE (AS APPLICABLE): 16d NAILS AT 12" ON CENTER. H. SECOND FLOOR JOISTS TO FIRST FLOOR INTERIOR WALL TOP PLATE: (2) i6d NAILS PER JOIST. 8OTTO4I PLATE I. FIRST FLOOR INTERIOR WALL BOTTOM PLATE TO FLOOR JOISTS. (2) 16d NAIL PER JOIST, 5. INTERIOR DRYWALL -- MINIMUM TYPICAL ATTACHMENT- No. 6 SCREWS BY US' LONG AT 60 ON CENTER AT PANEL EDGES ANO 127 QN CENTER AT TRIPLE WINDOW WALL DETAIL INTERMEDIATE FRAMING MEMBERS. 6. ANCHOR BOLTS: 1/2" DIAMETER AT 6' ON CENTER (7' MINiMUM BiBEDMENT). SCALE: 1/4' =1'-O' DCS NDT SCAL.I DRA WING, LATE TO LY Yr/ ALS AT IRST TO EACH DER PLY !!loll AREA F IST FT 04R 2059 SECRID FLOOR 1633 TOTAL 3692 PARTIAL BASDArIIT 1608 - 16d MALS ! I GARAGE 705 I P03CH 'A' 227 PORCH 'B' 107 PORCH 'C' PER STUD PORCH '0' 134 PORCH 'E' NOTE CL DATE: 10-16-2003 RIT. 2x4 PLATE REV No. DATE FASTEN EACH P EACH HEADER P 1-jds 10-28-03 fid NAILS 12' OC. AT 2-jrh v � 16d CO!DiON H C+ 3-irh 12--04-03 EACH HEADER t1Fi1BER ° .. 44 12' O.C. NAIL con r• b m o V 't rJ a 1DJACE11T KING _ COMMUNITY -SPEC LEVEL (%umow ALO. PER SPEC) R.O. PER SPEC) PLATE A11D HEA YATH 2-16d COM .- rA GARAGE LEFT 11A:LS, TYPICAL PPLES AT 16' OC PLAII FOR RM STUD REQ01REMEIIiS G. FIRST FLOOR RII11 JOIST TO BASEMENT EXTERIOR WALL TOP PLATE (AS APPLICABLE): 16d NAILS AT 12" ON CENTER. H. SECOND FLOOR JOISTS TO FIRST FLOOR INTERIOR WALL TOP PLATE: (2) i6d NAILS PER JOIST. 8OTTO4I PLATE I. FIRST FLOOR INTERIOR WALL BOTTOM PLATE TO FLOOR JOISTS. (2) 16d NAIL PER JOIST, 5. INTERIOR DRYWALL -- MINIMUM TYPICAL ATTACHMENT- No. 6 SCREWS BY US' LONG AT 60 ON CENTER AT PANEL EDGES ANO 127 QN CENTER AT TRIPLE WINDOW WALL DETAIL INTERMEDIATE FRAMING MEMBERS. 6. ANCHOR BOLTS: 1/2" DIAMETER AT 6' ON CENTER (7' MINiMUM BiBEDMENT). SCALE: 1/4' =1'-O' DCS NDT SCAL.I DRA WING, LATE TO LY Yr/ ALS AT IRST TO EACH DER PLY !!loll AREA F IST FT 04R 2059 SECRID FLOOR 1633 TOTAL 3692 PARTIAL BASDArIIT 1608 FULL BASENDIT 2106 ! GARAGE 705 I P03CH 'A' 227 PORCH 'B' 107 PORCH 'C' 321 PORCH '0' 134 PORCH 'E' 137 QU PLAN dame / No. o Strathmoor x - 369a © COPYRIGHT 200 TE O,IE C RPORATION SHEET No. k 2. 10 0 +� -11 1 i 1 o +t � Il , A� t7 IDRA04 BY: Midwest Arch Dept CL DATE: 10-16-2003 REV No. DATE I 1-jds 10-28-03 2-jrh v � Q) C+ 3-irh 12--04-03 V ° .. 44 CA con r• b m o QU PLAN dame / No. o Strathmoor x - 369a © COPYRIGHT 200 TE O,IE C RPORATION SHEET No. k 2. 10 0 A� IDRA04 BY: Midwest Arch Dept DATE: 10-16-2003 REV No. DATE 1-jds 10-28-03 2-jrh 11-24-03 Q) C+ 3-irh 12--04-03 V ° .. 44 CA o V 't rJ a _ COMMUNITY -SPEC LEVEL Village of West Clay Y ]Level 4 .- rA GARAGE LEFT QU PLAN dame / No. o Strathmoor x - 369a © COPYRIGHT 200 TE O,IE C RPORATION SHEET No. k 2. 10 0 • 20' 2X4 KHEEWALL Yi/ Y1900, CAP - ---' PLA( FOR HEADER SIZE DBL WINDOW WALL DEn1 nVVIIU:A FLAIL SCALE : 1/4! = 1'-0' 2x4 NAILER AT PERIMETER 20' AfF LA't Y(RLL DUIl.1 HI / 20' AFF CORNER GARDEN BATHTUB DETAIL SCALE. 112` = 1'-0' --------------- 0 2_6° 2`-6 3/4' 4 1/4' 20' TUB DECK FRAMUG CAPPED W/ 3/4' OSB o 2Q' a 1 5'-5 TAIL 2X4 KtIEEYiA11 CORNER GARDEN BATHTUB DETAIL2 1i' -I 1(t 12'-7' 6'-31/2' 6'-31/2` 4'-3" 4'-91/4' 4'-91/4' 4'-8112" YiS-36E6 � YrS-36E6 PELLA-3365 v PEI.IA-3365 2-2Xa Yrs -3648 FIX X 1;5-(2) 364$ Ix X 9. 648 RX FELLA- 7 Fix PW -(2) 3 ' FIX P -3347 FIA co } i ATE TOv Y a SITTING ROOMI 2 2Xio RST °" °" M - VAULT CLO. i '0 ETCH PRE-EtIQt MOD1011 LY ° i ROOF TRUSSES IAT 24' O.C. LAY, M N 0 t N SEE DETAIL THIS - SHEET FOR TUB WAS RID NOTES e FIRST FLOOR 2659 NOTE: ALL WIMISONS ARE FROM FA.CE OF STUD TO I TOTAL tIOTES: FACE OF STUD, ALL STUDS ARE 31 f2' U61ESS NOTED. C01TRACTOR SHALL BE RESMISIBLE FOR Vr� NIIG ARCHITECT, III YRIiltIG, ACID Y.9I1TF11 INSTRUCTIRI SHALL SEE ELEVARI EkMIGS FOR STRUCTURAL WAd1 SHEAT111t10 LOCATIONS ALL DI110190tiS PRESENTED HERE ARE FRAIUE - 16d HAILS BE OBTANED PRIOR TO PROMNG Y,1TII CONSTRUCTION. ANO REQUIREMENT& RIUElISIOlIS DULY - SEE SHL 1.1 FOR FOMDAI101I IIISTAILAMOUS OR FABRICATIO,T5 Its THE FIELD FRIOR TO PER STUD lIOTE i EXPEDIRl1G THE WISTRUCTIO11 OF SUCH tifiRK. ERRORS, DISCREPARDES OR 011ISSOOS FOR MICH THE ROOF SHEADIRIG S=ECiFiCATIQlI: 7/16' THICK STRUCTURAL SHEATHNG (24/16 SPAiI RAT111G) —CONT. 2x4 PLATE FASTEN EACH PI EACH HEADER P CONTRACTOR FAULED TO NOTIFY THE ARCHITECT PRIOR FASTEN YdTH Ed COMM IIAILS SPACED 6' AT PANEL EDGES AND VERIFY W1 ELEYAMS A.N0 COMICE OETALS DOCU1ENTS SHALL BE BROUQIT TO THE ATTENTION OF THE 6d HAILS 12. OC. AT 16d COMIAM HA b EACH HEADERMDif9ER 12' Q.C. HA{L T PaLLA-3365 N PELLA-3365 � j AD 1ACEIIT K11IG 0-28-03 (Y1HD0'rY R.O. (Y,1IID98 R.Q. PLATE AILD NEAT 11-24-03 _ — — PER SPEC) PER SPEC) VATH 2-16d COi, HAILS, TYPICAL CJ rPPLES AT i6' OC Pl1Vt FOR Cl) ORDER IRUSS iRIM STUD 20 PER LOCAL CODE REWIRDIDITS 2-2Y,8 DBL WINDOW WALL DEn1 nVVIIU:A FLAIL SCALE : 1/4! = 1'-0' 2x4 NAILER AT PERIMETER 20' AfF LA't Y(RLL DUIl.1 HI / 20' AFF CORNER GARDEN BATHTUB DETAIL SCALE. 112` = 1'-0' --------------- 0 2_6° 2`-6 3/4' 4 1/4' 20' TUB DECK FRAMUG CAPPED W/ 3/4' OSB o 2Q' a 1 5'-5 TAIL 2X4 KtIEEYiA11 CORNER GARDEN BATHTUB DETAIL2 1i' -I 1(t 12'-7' 6'-31/2' 6'-31/2` 4'-3" 4'-91/4' 4'-91/4' 4'-8112" YiS-36E6 � YrS-36E6 PELLA-3365 v PEI.IA-3365 2-2Xa Yrs -3648 FIX X 1;5-(2) 364$ Ix X 9. 648 RX FELLA- 7 Fix PW -(2) 3 ' FIX P -3347 FIA co } i ATE TOv Y a SITTING ROOMI 2 2Xio RST °" °" M - VAULT CLO. i '0 ETCH PRE-EtIQt MOD1011 LY ° i ROOF TRUSSES IAT 24' O.C. LAY, M N 0 t N SEE DETAIL THIS - SHEET FOR TUB WAS RID NOTES B'-8 1/2" SECOND FLOOR PLAN REF ELEV.s T -PLY , PW -BATT BEHIUD SHIM w M I V-8 1/2' REF ELEV.S 58' REF. El1V.S r N Rff. ELEV.S SCALE: i/4'=t'-0' e FIRST FLOOR 2659 NOTE: ALL WIMISONS ARE FROM FA.CE OF STUD TO I TOTAL tIOTES: FACE OF STUD, ALL STUDS ARE 31 f2' U61ESS NOTED. C01TRACTOR SHALL BE RESMISIBLE FOR Vr� NIIG ARCHITECT, III YRIiltIG, ACID Y.9I1TF11 INSTRUCTIRI SHALL SEE ELEVARI EkMIGS FOR STRUCTURAL WAd1 SHEAT111t10 LOCATIONS ALL DI110190tiS PRESENTED HERE ARE FRAIUE All NXIISIMS AJ'FECTL'IG CONTRACTOR'S PRODUCTS. BE OBTANED PRIOR TO PROMNG Y,1TII CONSTRUCTION. ANO REQUIREMENT& RIUElISIOlIS DULY - SEE SHL 1.1 FOR FOMDAI101I IIISTAILAMOUS OR FABRICATIO,T5 Its THE FIELD FRIOR TO Yrs -3665 WS -3666 i EXPEDIRl1G THE WISTRUCTIO11 OF SUCH tifiRK. ERRORS, DISCREPARDES OR 011ISSOOS FOR MICH THE ROOF SHEADIRIG S=ECiFiCATIQlI: 7/16' THICK STRUCTURAL SHEATHNG (24/16 SPAiI RAT111G) REVIEW ALL WHOO'II HDR HEIGITS PER PLATE HT. AND ERRORS ARD QIIISSIMS 11 ICH IMY OCCUR IiI TPE CONTRACT CONTRACTOR FAULED TO NOTIFY THE ARCHITECT PRIOR FASTEN YdTH Ed COMM IIAILS SPACED 6' AT PANEL EDGES AND VERIFY W1 ELEYAMS A.N0 COMICE OETALS DOCU1ENTS SHALL BE BROUQIT TO THE ATTENTION OF THE TO MISTRUCT1191 MOP FABR;CATION OF THE WORK. 12' AT ILII RMIDIATE SUPPORTS. b PaLLA-3365 N PELLA-3365 � j 0-28-03 —1- =,= 11-24-03 _ — — _ �3- FlR®LOC10lIG AS REO'0 12-04-03 CJ Cl) ORDER IRUSS 20 PER LOCAL CODE 2-2Y,8 6'-2' I 4'-8" 12'-0' 18'-01/2' 21 1" 13'-31/2' � r I N ~ j N I OPEN IO BELOW I l� I 2'-0• BEDROOM 2 cc �' - g-0" CLG en '- I I SECROtl I I I M. BEDROOM a I CLG. W/ TRAY ------ -- ---------------- 127 DROP HDR (2X103 W/ DBL HDR) tltt 5 1 1 2'-10 3/8' TRAY RECESSED 8' i-8' O'CLG. I I — _ . _— _ _ - -_-------_ - — a 3'-4 tj12' i i 39' KHEDIA11S (OPT. 1/4 2 8 / , a I N2/6 DBL 210 MINDlfS) PER DEtI.LS I1'-3 112" I 2' 8'-7" F- SEE SHT 315-3 1/4' 9'-9 1/4' 4'-7 IJ2fR/tS g 2' L BAR TY,LBAR � — DEE 2/0 M — — — — ' W.I.c. m � J >4 r' Q x71'-6" _ _ _ -=Tr �" I - 8'-0' CLG. TRAM 1R/15 � DI1 6 R 5 gr } r s ti 216 M ( i., . r 2 6 / 216 1 M M. BATH Rs'°` 2/B BATH 1P.HL0 6 YlAtL - 8'-0' CLG. I 1 2/s m - a, 2/6 8'-0' CLO.C11 f2_2XT -1 I 2/g ,- I iACCESS o i T�-PLY AJ1D 2/8 I ( LER CODES i i TkB � M 2/� `'� .w, A i HrhDRA,l5 AND BALUSTRADES PUR - m X32' PRE -BATT BERiliB IUB } CODES, SET. 310 t TU8/ lhR U!1IT 9'-8 112- /2' ��✓✓ - ME MEEWAI 4'-w �7 I i f 5'-8' AHLDR 5'-2' 12'-1' 10'-10' 3'-7' SOARER TUB I a, I D. c, I O W.I.C. H• B D: y I - e -D' aG - BEDROOM 4 a 8'-O' Co. i ' OPEII TO BELOW REF, ELEV.S - T -PLY MID I 8'-1 1/2' , 4'_0•M N �� < W BEDROOM 3 T PRE-EATT BEHINO - a' -o' ac. a B'-8 1/2" SECOND FLOOR PLAN REF ELEV.s T -PLY , PW -BATT BEHIUD SHIM w M I V-8 1/2' REF ELEV.S 58' REF. El1V.S r N Rff. ELEV.S SCALE: i/4'=t'-0' e FIRST FLOOR 2659 NOTE: ALL WIMISONS ARE FROM FA.CE OF STUD TO 1101E TOTAL tIOTES: FACE OF STUD, ALL STUDS ARE 31 f2' U61ESS NOTED. C01TRACTOR SHALL BE RESMISIBLE FOR Vr� NIIG ARCHITECT, III YRIiltIG, ACID Y.9I1TF11 INSTRUCTIRI SHALL SEE ELEVARI EkMIGS FOR STRUCTURAL WAd1 SHEAT111t10 LOCATIONS ALL DI110190tiS PRESENTED HERE ARE FRAIUE All NXIISIMS AJ'FECTL'IG CONTRACTOR'S PRODUCTS. BE OBTANED PRIOR TO PROMNG Y,1TII CONSTRUCTION. ANO REQUIREMENT& RIUElISIOlIS DULY - SEE SHL 1.1 FOR FOMDAI101I IIISTAILAMOUS OR FABRICATIO,T5 Its THE FIELD FRIOR TO THE COIHRACTOR SHALL BE hills RESPONSIBLE FOR ANY 321 FOOTPRRNT. EXPEDIRl1G THE WISTRUCTIO11 OF SUCH tifiRK. ERRORS, DISCREPARDES OR 011ISSOOS FOR MICH THE ROOF SHEADIRIG S=ECiFiCATIQlI: 7/16' THICK STRUCTURAL SHEATHNG (24/16 SPAiI RAT111G) REVIEW ALL WHOO'II HDR HEIGITS PER PLATE HT. AND ERRORS ARD QIIISSIMS 11 ICH IMY OCCUR IiI TPE CONTRACT CONTRACTOR FAULED TO NOTIFY THE ARCHITECT PRIOR FASTEN YdTH Ed COMM IIAILS SPACED 6' AT PANEL EDGES AND VERIFY W1 ELEYAMS A.N0 COMICE OETALS DOCU1ENTS SHALL BE BROUQIT TO THE ATTENTION OF THE TO MISTRUCT1191 MOP FABR;CATION OF THE WORK. 12' AT ILII RMIDIATE SUPPORTS. Field verify all dim ensrons DONOTSCA LEDRAWINGS.� NOILS : 1. ALL CASED OPEN114GS GREATER THAN 48" WDE NOTE: WINDOWS SHOW HOLD HEADER TIGHT TO FLATS BOTH PELLA PRO -LINE 2. ALL 81 -PASS DOORS R.O.'S = 1° VhDER THAN DOOR AND Yt`EATHERSHIELD HEADER HT = 83" AFF VANDOW RO.S 3. TOWEL BARS (TB) OVER CABINETS AND TOILETS BLOCKING TO BE 55" AFF TO CL 4. TOYri_L BARS (76) NOT OYER CABINETS AND TOILETS BLOCKING TO BE 3T AFF TO CL 5. BLOCKING FOR TISSUE HCLDERS (TH) TO BE 2e AFF 6 HEADERS OVER 4$" L014G REQUIRE DOUBLE CRIPPLE AREA e FIRST FLOOR 2659 SECOtID FLOOR 1633 TOTAL 3592 PARTIAL. BASEMBIT 1603 FULL BASEMENT 2106 GARAGE 705 PORCII 'A' 227 FORM '0' 107 PORCH 'C' 321 PORCH 'D' 134 PORCH 'E 137 DRA14?T F1Y: Midwest Arch Dept -)ATE; 10-16-2003 , by . DALE ``' 1-jds 1 Norn e C:) i 0 CZ t w}1 ►tet b RY-SPEC LEVEL w � � [Vl7iflageof��estala Y ]Level 4 5 GARAGE LEFT PLAN Name / No. Sprat%moor wwuq 0-28-03 2-jrh 11-24-03 3-jrh 12-04-03 CJ Cl) Q COPYRIGHT 20a2 0l,1 CORPORATION 3692--IN-Levo-220 ' SHEET 2.20 0 ICE & WATER SICELD TO 24' COMPO19RCH ROOF S1IL'IM PER SPEC 00 BLDGE FELT W/ STARTER STRP 00 ROOF DECK PER SPEC U1 PRE-ENGfNET'RED ROOF TRUSSES PER PLAN i m MY R-38 INSULATINI W/ DAPPLES I - 2' 11N. 0 SPACE i CORNICE PER ELEVRROt{S 1/2` GYP. fl) DEL 2x4 TOP PLATE Ix1O FRIEZE 1/z' GYP. BD SHEATTING PER SPEC. OE'fR 2X4 STUDS AT 16' O.C. W/ R13 BATT WSULATION 2x4 BOTTOU PLATE SDN'IG PER SPEC. 3/4' 1&G SUBFtWR (Ct 1E & SCREW) LYi FLOOR JOIST. r MANUFACTURED ENGNEEREO FLOOR JOISTS -- SEE SHOP N&M FOR ADDITIONAL 11TO2]'IATIRI 1/2' GYP. BD DBL 20 TOP PLATE 1/2' GYP. BD SHEATHING PER SPEC. 00 2X4 STUDS AT 16O.C. W/ R13 BATT L'ISULATIOH 2x4 BOTTOM PLATE 3/4' T&G SUBA.00R (CLUE & SCREYI) 2A TREATED SIL PLATE W/ ANCHOR BOLTS 11'1 F1.00R JOIST. PER SPEC. 6' O.C. ltlti. 12' FROIf END IIAltUFACTURED ENGINEERED FLOOR JOISTS — SEE SHOP DI's% FOR ADDITI(XIAL [ItFOR!1AR I R19 BATT INSULATION AT 800 ME m BITOt1111NOUS WATERPR0010 1=1) I 8' COtICRETE WALL Wll Y POUR HGT PER SPEC. C�tI CDiDITITIOUS —I 1 REINFORCE PER BUILDING CODE PARG!NG PER (RC -406.2 -11 IEI I (=I BACKFILL NATERiAL I I --I I El I PER IRC -404.1.7 _ =I — ##oC 4' MIC. SLAB OVER I 11�110 � .80, 6- flit POLY 01f1T I—I I I�ola°('oU 4' 19II. CRANULAR All 00 UNDISTURBEII BEARING SOIL 00 0 '—_ I !�'—I S• B• S• \L_ 8' x 18' CONT. POURED 4' PERFORATED DRA11I TLE W/ CONCRETE FOOTING SOCK 1,11 PRI 2' STONE BED W/ 1'-6' 111116' STWE COScR SCHEDULE 30 DRAT PLE RIND BLEEDERS PER PLAN, OR EMIT DRAINAGE SYSMI TYPICAL WALL SECTION - SIDING SCALE 1/2' = 1'-O' (REAR WALL SECTION THROUGH FOYER I FAMILY ROOM 3-10V SCALE : 1/4' = 1'-0' STAIR DETAIL NO SCtLE IF TRUSSES 4 24' O.C. TED ME INDICATES WALL BEYOND, RUSS WR. TO �rMFY AMLY ROOM PLATE 11L i STOP AS READ 3ALLOCt1 FRA.1k — DBL zxs 12' oc. NOTE STAaR UAL SPACLRG LRC R316.1 PER SPEC LOCAL CO] TWA ,NO (FaD VEE ydal ALl L s SECTION THROUGH LAUNDRY 1 M. BEDROOM \J10V SCALE : 1/4' = I' -D' THERE SIALL BE NO HMZONTAL BFI.USTER k'JfBERS AHD SPACL40 STTALL BE SUCH 1HAT A FOUR L'ICH DIAMETER SPHERE CANNOT PASS WOUGH i BACK STAIR SECTION V -10V SCALE : 1/4` = 1'-0' FOYER STAIR SECTION 3.100 SCALE : I/4' = i' -U' KNEE -WAIL KNEE-WAl1. DETAI PER SPEC. NOTE-- S10 OTES10 8PlUSTRADE SPACCIG TO MEET LRC R315.211AINDRAIL PER SPEC TO MEET LOCA! CODE 36' UP FROM NOSE OF TREAD (AELO YIRiF`f RAIL OR KI;EEWml) ORDER TRUSS BY 11FR PLY CLOSURE APPLIED 1011 OF JSLS CQ COPYRIGHT 2002 CORPORATION SHEET No. 3 0 a I �N VATIONS FOR iT L A� cd DRAWN BY. I DATE: 10-16-2003 a t DATE 11 t 1—jds 10-28-03 {U n 2-jrh 11-24-03 o Com' M 0 `! �. ujf� w CQ COPYRIGHT 2002 CORPORATION SHEET No. 3 0 a I VATIONS FOR iT L A� cd DRAWN BY. I DATE: 10-16-2003 t DATE 11 t 1—jds 10-28-03 {U a 2-jrh 11-24-03 Com' M Q e�•4 `! CQ COPYRIGHT 2002 CORPORATION SHEET No. 3 0 a I L A� DRAWN BY. Midwest Arch Dept DATE: 10-16-2003 REV No. DATE t 1—jds 10-28-03 {U a 2-jrh 11-24-03 Com' M `! �. w 41 w 0 COMIAUNITY—SPEC LEVEL Xm e of West Clay Y `A Level 4 GARAGE LEFT CQ COPYRIGHT 2002 CORPORATION SHEET No. 3 0 a I 12'-7' '-0* TRUSS 28'-0' TRUSS Q Vol, 301-0' L' TRUSS C F] ------------- - -----------, + , 4• I rl ir—"' r-- --r 11 ii t ---- r'' ------------------U--------- ------- 1.1._.._ Ir—^-------------------------------------------'--^ __ --'--^---------»- _—^--- 1 t , ;; , 1 1 t 1 1 1 1 1 � ---------TRUSS 1 1 1 1 1J t t l LJ E ------------- - -----------, + , 4• I rl ir—"' r-- --r 11 ii —"---_--.. _......_^__-_—_••----------- ---- r'' ------------------U--------- ------- 1.1._.._ Ir—^-------------------------------------------'--^ __ --'--^---------»- _—^--- ----- —I-----1 r-------- -------1-----_ t , ;; , 1 ' 1 L; � 1 , / t 1 1 i 1 i 1 1 1 1 1'1 1 1 1 1 1 t 1 I l 1 t 1 1 t t l LJ 1 1 I C t It ') it C/3 V t , '1 11 Ii 11 ,, U +1 /1 1, 11 + I f Ir ,1 I 1 1 t 1 + 1 1 1 1 1 f ' 1 1 1 11 � I 1 t 1 , t 1 ( 1 1 1 1 I j 1 1 J 1 CO!dilUtdlTY- SPEC LEVEL i. 1 CID v GARAGE LEFT PLAN Nome / No. ) ; 1 o x1°r�"{ ------------- - -----------, + , 4• I rl 1 + 11 ii t 1 t + i it , 1 1 ' i r '��--i • j l �` • 1 � . ------------ t , ;; , 1 ' __- L; � 1 , / t 1 1 i 1 i 1 1 1 1 1'1 1 1 1 1 1 t 1 I l 1 t 1 1 I I I t 1 1 17 i 11 11 C t It LTi L••--_-------1_L--------,.�____...—...._.._ � 1 C/3 V ii 11 Ii Li U 1 + I f , 1 1 I 1 1 t 1 + 1 1 1 1 1 1 1 11 1 1 1 11 � I 1 t 1 , t � v 1 t , 1 J 1 CO!dilUtdlTY- SPEC LEVEL i. r-7 r-1 r------------- L—J L--__—___ 1 L—J 1 1 1 I + 7 1 1 1 1 1 ! 1 1 1 i 1 1 1 1 t r ! ( I iLJ { 1 1 ! 1 1 1 1 t 1 ! 1 1 1 1 1 1 1 1 / 1 l 1 1 1 r 1 1 1 / 1 1 1 1 1 f t I 1 ( 1 1 1 1 t l 1 1 1 r r, 1 1 -------------------- 1 t 1 1 1 1 1 1 I t 1 1 1 1 1 1 L -------------------- SCHEMATIC ROOF LAYOUT SCALF: 1 J4'=1'-0' ' ` 7 , 4• I rl ' 11 ii LJ i it �./J i r '��--i • j l �` • 1 � . f'Y'� t , ;; , 1 rJ� 3 L.._—__ --J � y •, 1 t 1 � - , t 1 1 1 1 i 1 1 1 I I I t 1 1 17 LJ REV No. C 0 LTi L••--_-------1_L--------,.�____...—...._.._ � 1 C/3 V v 1 Li U 3 1 r-1 It 1 1 1 1 t � r, 1 1 -------------------- 1 t 1 1 1 1 1 1 I t 1 1 1 1 1 1 L -------------------- SCHEMATIC ROOF LAYOUT SCALF: 1 J4'=1'-0' ' ` 7 , 4• I rl L 1 r--------------- r -----.._----__—___»--___ L1 r--`----------------- ----- ------- ----_..1_J -r — --L ' 1 rpt lS ----- I/ +' �./J i r '��--i • j l �` • 1 � . w• t , ;; , 1 1 1 j 1 j i t 1 1 ; .)---------- r --------J _""'___"—_--_..._..»_.-......—___"______"—__—"_—___—'t---_S� 3 L.._—__ --J � y •, 1 t 1 � Midivest Arch Dept M DALE: 10-16-2003 LJ REV No. V 0 • , 1 1 - V v 1 t 1 U rj 1 L--------------- r-1 It � 1 � v 1.4 CO!dilUtdlTY- SPEC LEVEL Wage of West ClyY Leven i v GARAGE LEFT PLAN Nome / No. "-° ';-4�trathmoor o x1°r�"{ 369x, w r4 L--`------- I t1 r7 i 1 11 1 r 1 1 1 (1 i rf 1 1 --- 1 1 —_.------..'-- ---� 4J l 1+ rl 1 1 It ' 1 / ----------- _r ------ ri-----------r `---' 11 /, ii 1 S t l ♦ � 1 1 1 + 1 / 1 J L------- L------------ ---------1 — 1 1 t1 I LJ I. 1 1 1 1 i r1 ii i' h L'---ol it j 1 j, is r i -------a, �..�.------' ---Ja 1 I I t 1 1 1 L---- 11 -'—--------- w—J a—`-------`------ --`-I r 11 , ' 1 II tl 11 �1 , 1/ 11 -------------------- 1 1 t t 1 t 1 1 1, 1 1 y rrt --------------------- •tl 1/ 1L_.1---_-------�—j r—r------------- Ir L--------------- — a._4' --------_---_J --..__-----___.1 TRUSS B TRUSS A 34'-0' r ®t �1 .rppm' 4-j _(D �J a ct �C�' P _ 011 rl con X At TrMM4 4; Aq y 1 � Midivest Arch Dept M DALE: 10-16-2003 REV No. V 0 - V v U r-1 It � 1 � v r ®t �1 .rppm' 4-j _(D �J a ct �C�' P _ 011 rl con X At Q COPYRIGHT 2002 PULTE HUME CORPORA-noa I I 4; Aq co } DRA19W BY: Midivest Arch Dept DALE: 10-16-2003 REV No. DATE 0 I--jrh 11-24-03 v U v � v w CJ CO!dilUtdlTY- SPEC LEVEL Wage of West ClyY Leven i v GARAGE LEFT PLAN Nome / No. "-° ';-4�trathmoor o x1°r�"{ 369x, w r4 Q COPYRIGHT 2002 PULTE HUME CORPORA-noa I I a a FIRST FLOOR ELECTRICAL PLAN SCALE : IN = 1'-0' W/M ------------ ------------ A - ---- ------------ II ' 11 \ {i it NOTE. 1. ALL SNITCHES, EXCEPT THOSE ABOVE CABINETS, 10 BE 42" A.F.F. TO TOP OF OPENING. NOTE: SMTCIiES ABOVE CABIWiS TO BE 40' AFF - RaD VERIFY CAM 2. ALL REGISTERS, RETURN AIRS Aftp ELECTRICAL FLOOR OUTLETS TO BE ROUGHED 18' O PHONE OUTLETS AND 7 FIRST A.F.F. TO THE TOP, AND MINIMUM 8' FROM ALL DOORS, CASED OPENINGS, VANDOW'S. AND OUTLETS 11D FLOOR FOR RRST WALL CORNERS. A1iD SEC(kND FLOOR CO!181Y,ED 3, PULL CHAIN IN ATTIC AT ACCESS. 4. BATH LIGHT BAR TO BE INSTALLED AT 87" AFF TO CENTER OF OUTLET BOX 11 V �lJ W r{+i X wil � COO v DRAWN BY: Midwest Arch Dept DATE: 10-16-2003 REV No. DATE 1—jrh 11-24-03 G COMMUNITY -SPEC LEVEL s Village of West Clay Level 4- GARAGE LEFT `c) M PLAN Nome J No. Strathmooi www 1369a a I t Q LQ � 1 u 11 V �lJ W r{+i X wil � COO v DRAWN BY: Midwest Arch Dept DATE: 10-16-2003 REV No. DATE 1—jrh 11-24-03 G COMMUNITY -SPEC LEVEL s Village of West Clay Level 4- GARAGE LEFT `c) M PLAN Nome J No. Strathmooi www 1369a a I SECOND FLOOR ELECTRICAL PLAN SCALE : 1/4' = 1'-0' NOTE. 1. ALL SYATCHES, EXCEPT TFIOSE ABOVE CABINETS, TO BE 42' A.F.F. TO TOP OF OPENING. MOTE: WITCHES AMC CAMNETS TO BE Vr AFF - FIELD VERIFY 7 PH04E OUTLETS AND 7 CABLE 2. ALL REGISTERS, RETURN AIRS AND ELECTRICAL FLOOR OUTLETS TO BE ROUGHED 18' OUTLETS STANDARD FOR FIRST A.F.F. TO THE TOP, AND MINIMUM 8' FROM ALL DOORS, CASED OPENINGS, W140OWS, AND AND SEMD FLOOR CONBlIIEa WALL CORNERS. 3. PULL CHAIN IN ATTIC AT ACCESS. 4, BATH LIGHT BAR TO BE INSTALLED AT 87' AFF TO CENTER OF OUTLET BOX {C COPYRIGHT 2002 PULTE HOME CORPORATION HEET No. 6.Y,O 0 0 44q e T� A;! DRAMI BY. Midwest Arch Dept A, DATE: 10-16-2003 a 1� 1 rd DATE ? 1—jrh 11-24-03 w 2-�jrh 12-04-03 U r p �{ u o {C COPYRIGHT 2002 PULTE HOME CORPORATION HEET No. 6.Y,O 0 44q A;! DRAMI BY. Midwest Arch Dept A, DATE: 10-16-2003 REV No. DATE ? 1—jrh 11-24-03 w 2-�jrh 12-04-03 U r p �{ `.d' CA o +-t COMMUNITY -SPEC LEVEL Village of Nest Clay hevel 4 GARAGE LEFT {C COPYRIGHT 2002 PULTE HOME CORPORATION HEET No. 6.Y,O 0 ,r 2'-6• COtiT. RIDGE 1F11T PRE -FIB fK UEY CAP 1X6 V19. MR. ORD. MIT. RIM TIT - — — -- St11tIGLES PER SPEC, SOFFIT HITS AS REQ'D 1z TYP. CORtIICE TFRI (IX3 0111X10) - SEE DETAILS - 1X6 M. CIIR. ORD. SIO11G PER SPEC. 1X6 -- r : 1X10 w/ « r r Z -FLASHING • r to. ; r ,...-. ....._ ..--.....-- .^. r • a Ll7 " r s r • r r w r ■ r � r r r r r . r 12 - CD AM_ : • r r � a ■ • r � r i : r r 7 [d � w •? r r r a M • w : I J S'.+ART SOFFIT r • I rrr I it 011 ti 111111 tiff 11111411 111M I MM M r r ■ w : • w r • r w r ■ DS DS DS TYPICAL REAR ELEVATION SCALE 1X=1'-0` 4'-D' _M� \NA (12 SI / �12j 12 �1 0 'o r — 8/12 PITCH FOR SHED Mcf, SOFFIT WHIS AS REVD R CA — ■ . s TYP. CMIICE TROM (IX3 Oti 1XIO) - SEE OiTWLS ■ r • : r 12 = �' 1X6 V.D. MR. ORD. • . r 8 r r SONG PER SPEC. a ■ . r . SaFFIT YEIITS AS 00 r M CORIKE MM (1X3 eee ee Ott IXIO) - SEE DETAILS e+4 . 1X6 M. CHR. MD. : r r F7 SD;.SG PER SPEC. F FF FF 17 (� (� w ■ RONLOCK Sill Il 11 li !I li it Il �I JjI r aR�'pt PER SPEC. H -F-9 L-1 M r � + r U OS D5 DS DS GARAGE HDR TRUJ 1X3 OU 1XI0 LEFT SIDE ELEVATION tw + 03 r r r r ■ w r r w w r r w w : s a — � R FLH : : M Y n t� MOTE: ELEM SHO',' ALL PELLA PRO—LINE wiNDOws, T1fP. StA nis PM SPEC. SOFFIT lugs AS REID TIP. CORNICE TRIII (10 0111X1D) - SEE DETAILS 1x6 W. CHR. ORD. S01110 PER SPEC. ROY,LOCK SU. 6%CK PER SPEC. 12 — 8 3 8/12 PITCH FOR SHED ROOF ri �RuarRRuunrniva�uirewe�t uuuuuuu�sun�aR,aaiausiurruwcwuauurruuuirnuu rrr 1 wi RIGHT SIDE ELEVATION SCALE: i%4'=1'-0• DS 7 ; N � con �/� cc C) a x r '�`e • fir..{ A� DRAW4 BY: Midwest Arch Dept DATE: 10-16--2003 REV No. DATE ( 1—jrh 11-24-03 jej Nr 2—jrh 12-04-03 n) V M W r&1qj N Q u Q) (U Q COMMUNITY -SPEC LEVET. ` a Ua e of Nest CIa � Y Level 4" -4-J LEFT vl PLAN Name / No. 'k{�q U*)Strathmaar V xwwI 369a �M2—IN-1_eO-700 ----- SHEET No. Q COPYRIGHT 2002 PULTE HONE CORPORAT101111 i.uu I 0 I I I I owar v1 a� S u r' 7 ; N � con �/� cc C) a x r '�`e • fir..{ A� DRAW4 BY: Midwest Arch Dept DATE: 10-16--2003 REV No. DATE ( 1—jrh 11-24-03 jej Nr 2—jrh 12-04-03 n) V M W r&1qj N Q u Q) (U Q COMMUNITY -SPEC LEVET. ` a Ua e of Nest CIa � Y Level 4" -4-J LEFT vl PLAN Name / No. 'k{�q U*)Strathmaar V xwwI 369a �M2—IN-1_eO-700 ----- SHEET No. Q COPYRIGHT 2002 PULTE HONE CORPORAT101111 i.uu I 0 I I I I z_- Q7�__ PELLA- 947 TEMP WS -30' TRIP. CV 4'-11/2' 4•-7• PARTIAL SECOND FLOOR PLAN SCALA: 1/4'44 I'll PARTIAL FIRST FLOOR PLAN scALE: 1/4'-1'-D` { �II': Iiiiti^I'!p'111:iUNl• t I Uil I: III_ IIPIirI'll 1'11=111fi.li':itAll»I'. tJ r' 111»»!':: ISI II:IIHI�IIN:Ir,llrtl!IT!I•; I+: llrl%': I u 11 •Ir I 't;rPi• rlil'ill• »=; Ie111I »' 11'1�IIii111:i:1P:l 1—^11.1!Illtr•11»II I PARTIAL F SCA - 1/4'4-0" Ma Vil I I I L_J I 1 FELLA -33 9 tiS-3660 11'-B Ile PW -A-3365 FELLA -3365 YIS-3666 IS -3666 3'-9' 2-20 I. 6.-9, 2-2x8 1. MIT LEDGE FELLA -2947 PDU-3355 Itis -305+3 1yS-3566 S-31/2. 2-2x8 8'-31/2' 2-2x8 3)'-T POB -3365 1'�5-3666 6.-9• 2-2x8 3,4 REFERENCE SHEET 7.00 FOR SIDE ELEVATIONS AT 'A' LEVEL NOT: ELEV,S SHOW ALL PELLA PRO—LINE 4MNDOWS, TYP. AREA FIRST fLOOR 2059 SECOLIO FLOOR 1633 TOTAL 3592 PARTIAL RASEY.91T 1608 FULL BASEIMIT 2106 CARACE 705 PORCH 'A' 227 PORCH 'B' 107 PORCH 'c' 321 PORCH 'D' 134 POR01 'E' 137 LI ZI r_T r FRONT ELEVATION 3 1:15r1u RUfLA51uI1G BELOW i�lstru ROLL R.01,112 BELOW DOM 6EFORE UISTALLA1011 DOUR OffORE MSTALU,ii014 SCIALE: 1/4'=1'4 SUGLES PER SPEC. /�- SOFFIT 01S AS REO'0 ............. OR 1X30 COMECE M19 WINDOW HEADER "�-- COUSISLS OF 1X3 (X1 1X{0 Yl/ 1X1 CAP 14' PRE -FAS SHUTTERS PER SPEC. 1X6 Y.O. M. ORD. SiHNGLES PER SPEC. 1X3 Ate 1XI ON 1X12 -"`--- TRU - SEE DEQUILS SHL 703a 14' PRr-FAB SHUMS /—PER SPEC. / CONCRETE SILL �---- BRICK PER SPEC. R CD 5-6 3/4' 5-6 3/4' 5-11, DRAWN BY' Midwest Arch Dept 10-16-2003 EV No. r�4 13 1—jds V2 Ill 11-25-03 3— jrh 12-04-03 z ilk 4 i13 1 u LI ZI r_T r FRONT ELEVATION 3 1:15r1u RUfLA51uI1G BELOW i�lstru ROLL R.01,112 BELOW DOM 6EFORE UISTALLA1011 DOUR OffORE MSTALU,ii014 SCIALE: 1/4'=1'4 SUGLES PER SPEC. /�- SOFFIT 01S AS REO'0 ............. OR 1X30 COMECE M19 WINDOW HEADER "�-- COUSISLS OF 1X3 (X1 1X{0 Yl/ 1X1 CAP 14' PRE -FAS SHUTTERS PER SPEC. 1X6 Y.O. M. ORD. SiHNGLES PER SPEC. 1X3 Ate 1XI ON 1X12 -"`--- TRU - SEE DEQUILS SHL 703a 14' PRr-FAB SHUMS /—PER SPEC. / CONCRETE SILL �---- BRICK PER SPEC. CD 5-6 3/4' 5-6 3/4' 5-11, DRAWN BY' Midwest Arch Dept 10-16-2003 EV No. _ 13 1—jds V2 jrh 11-25-03 3— jrh 12-04-03 4144 4 i13 1 .0)1 fz1 B-2 3/4, '-6 112 i l r hevel 4 N4{ II^.i »r f+b ! & iI»Illllt ,;+ f!t lill'•IIRt {» 11»4i Uil lli»:;.:: Ili II10'�:hG ; i i !.i ,:. ill flip» ;L 11'-3 3/4'70 — _ Fir •- • rr+ . �� ,. •.:. ^ .; ti lil•I»•11 ...,111»»t»I.11»,!,!il•�r I..1+»I�I,I• 'Irltr 1rt.11r1 »I L '::f;;'.I}It illilr i:! i I" Iii'i $•%1:::it!!t:r:(;:+�I{liilli »!;:! ;Iri11'r »{!::I;:i rli!;:iti;.»' — � O 1 - - _ _ -- ____ .� Q i ! _ N •. •' •. . t.l ,!: :. •. + +:. I+r + r : r t.l. ill,f.,l• II »II�SI,I .Ir f 1 ! r»'• t 4 1!i::' l�'.»i 4qr - 7�^�+II II:::�1»:.»�»:Ilr•:Il r l it .i r,f.l 11 :I`�+!ll'1' III1 1. .. 1 N i»111!i»i fl:l » ,t. .Till7+t1+. II+' 1•lil p•!1.11 II» •f:lii!:'ifrt i .t-' -:::»..111 I' •'111'l ii:!•' II:.I llffill'i:pl: I:'I )1 I'ptl1111i 1. � ., ..---- �� • --—`i --- �. — `— �� - �- 11'-8 1/2' = 13'_8• 8'-5 1/2' 1'-9 3/4' I= I V-2 3/4' = I T-4' '-61/ 2 LO' -b 1/2' _ 1 f3'-5 1/2' i'-6 1/2' 8'-2 3/4' 1'-6 1/2' 13'-5 3/4' = { I _._---- ---_ _- T � �-� •' _ lull .IN ,,, IT.i»I:Ir»tr:» Lt »r+I:»r• 1!-�1 » »: „»I,- 'r I»II»li�rlll:i»Il nll•f:i », - »'»+ �!i+: !+ 1.11. +.••11.11:1,.1 Ir'i11»!+• 1'r 11;» - 1'»I, !r.. , 1 : !1 1 r ,:' "Il.t I' :. I ! .»'I t: 1 I, „��1 1 ,1-�.. I :» » .rr !+ 1 '. ' +:! IIfE:tr! I . rll +»I!i SI:+: II»��1 .i , _ »':: 1 001 Illi Ilirl:{I f' Il; ,1!!i':111r1::•i If r. f1..1 �;1 I•III'.fI rl .1 !I• lill'Ilil 'li+.' ill Ill; :I 'I 14 Til �- �+ �- .t _ F — N 1 �_...J COc1T_ ROGE MT j ---oir 7-91/2• 11'4 11'-8' T-91/2' LI ZI r_T r FRONT ELEVATION 3 1:15r1u RUfLA51uI1G BELOW i�lstru ROLL R.01,112 BELOW DOM 6EFORE UISTALLA1011 DOUR OffORE MSTALU,ii014 SCIALE: 1/4'=1'4 SUGLES PER SPEC. /�- SOFFIT 01S AS REO'0 ............. OR 1X30 COMECE M19 WINDOW HEADER "�-- COUSISLS OF 1X3 (X1 1X{0 Yl/ 1X1 CAP 14' PRE -FAS SHUTTERS PER SPEC. 1X6 Y.O. M. ORD. SiHNGLES PER SPEC. 1X3 Ate 1XI ON 1X12 -"`--- TRU - SEE DEQUILS SHL 703a 14' PRr-FAB SHUMS /—PER SPEC. / CONCRETE SILL �---- BRICK PER SPEC. ....................... © COPYRIGHT 2002 PULTE HOME CORPORATION f HEET No. 71D I DRAWN BY' Midwest Arch Dept 10-16-2003 EV No. DATE 1—jds 10-28-03 V2 jrh 11-25-03 3— jrh 12-04-03 rr } i13 .0)1 fz1 /�� ® V P' COMMUNITY—SPEC LEVEL. QaI; Of West C(a Y hevel 4 GARAGE LEFT ....................... © COPYRIGHT 2002 PULTE HOME CORPORATION f HEET No. 71D I