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HomeMy WebLinkAbout04070121 Building PlansAREA ARCHITECT, III RTUISIG, ASID MTTFII RISTRUCIIOU SHALL FIRST FLOOR 2054 SECOND FLOOR 15'-9 I J2• TOTAL 3692 PARTIAL BASWE RT 1608 FULL BASEIJDIT 2106 GARAGE DASHED 11HE OF CAUL 8' POUND COLIC 4 227 PORCH 'B' 107 POR01 'C' BAY 8 x 18• CONT. SR 134 PORCH 'E' 137 i , -------------------------------------------r------; 1 1 1 ;------------ , 1 FOODNG 41 ,n 0 1 1 ------------------------------------------- , , 1 0 4' x 12' BRICK LEI PLAN 69a w ' � -------------------------- AA''n W 1 u�n l.1nit:r=: p.9 1111 r,:—�i ! om+ e,,:n�+,rd u! um::+=a+a+;: r:anm=r set., . ........ ra:unr=— I� u SUl1P I_ I �—FL9.0 4`cRTY SUMP LOC. W/ i _ I /. r 1 co o a J 0 1=� 3606) f - 028,1 PIECE, TM-SPALI i n? BUM IPDCKEL• B• ` WDE, 4' DEEP ' 8. LYON 14'-7• �s O N DASHED 011E ROUGH -91 PL -----., —FM 0IFY ALT. ALT. SUW LOC. W/ SUPT. ,lilillii1111: 0 !UI 111!1:1111: � ❑!i !�� ei,li ilil Olryl •p +9 III!1 $!1111 t+ IY Ni11111NIU11k11 ! 9I" �(: In Ull brlull.a 1 1 � 1 1 ' 1 1 1 ' 1 r 1 ' 1 , 1 , oI , I 1 AREA ARCHITECT, III RTUISIG, ASID MTTFII RISTRUCIIOU SHALL FIRST FLOOR 2054 SECOND FLOOR 1633 TOTAL 3692 PARTIAL BASWE RT 1608 FULL BASEIJDIT 2106 GARAGE 705 PORCH 'A' 227 PORCH 'B' 107 POR01 'C' 321 PORCH 'D' 134 PORCH 'E' 137 1 ..-----------`---------------1 IIOTE COtITRACTOR SHAM BE RFSPONSIBLE FOR NfR MIIG ARCHITECT, III RTUISIG, ASID MTTFII RISTRUCIIOU SHALL LEN RAL NOTES 1) 1/2 D.A. AIICHOR BOLTS TO BE 6-0 O.G. T2 IlAX. FRO -'A COhtIERS NOTE: SOIRE COLULIN D:HENSIOtIS ARE FROt! CD{TER OF COLU1{II ALL DIIREIMOS AFFECTING COIITRACTOWS PRODUCTS. BE 081MIED PRIOR TO PROCFfD'.'IG NTH MISTRUCROU. TYPICAL AT TOP COURSE OF B.�CK. PROME AD. AT BOTH SIDES OF TO EXTERIOR FACE OF BAMOIT WALL UISTALLAT{OIIS OR FABRICATIONS RI K BELO PRIOR TO EyPEIIHB{G 111E OOIISTRUC1Ii21 OF SUCH YIORK THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALLY ERRORS, DISCREPANCIES OR OIASMIS FOR WHOI THE BEARING CAPACITY PAD MING SM ASO MISS AND RkRISSiQIIS ViNCH MAY OCCUR IN THE COHTRACT 1 THE CMT LOCAL BUILDING CODE 3) ALL HORTAR & GROUT TO BE T)PE 'U' CROUT OR TYPE 'S' (ROUT. M. S. BEARING CAPACITY W 20 P7 r , CONIdUNITY SPEC LEVEL 1 1 1 1 ! , 1 1 i , -------------------------------------------r------; 1 1 1 ;------------ , 1 GARAGE RIGHT 41 ,n / 1 1 1 1 ------------------------------------------- , , 1 0 FOUNDATION PLAN 69a w ' � SCALE 11,r =1'-0' AA''n 1 ..-----------`---------------1 IIOTE COtITRACTOR SHAM BE RFSPONSIBLE FOR NfR MIIG ARCHITECT, III RTUISIG, ASID MTTFII RISTRUCIIOU SHALL LEN RAL NOTES 1) 1/2 D.A. AIICHOR BOLTS TO BE 6-0 O.G. T2 IlAX. FRO -'A COhtIERS NOTE: SOIRE COLULIN D:HENSIOtIS ARE FROt! CD{TER OF COLU1{II ALL DIIREIMOS AFFECTING COIITRACTOWS PRODUCTS. BE 081MIED PRIOR TO PROCFfD'.'IG NTH MISTRUCROU. TYPICAL AT TOP COURSE OF B.�CK. PROME AD. AT BOTH SIDES OF TO EXTERIOR FACE OF BAMOIT WALL UISTALLAT{OIIS OR FABRICATIONS RI K BELO PRIOR TO EyPEIIHB{G 111E OOIISTRUC1Ii21 OF SUCH YIORK THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALLY ERRORS, DISCREPANCIES OR OIASMIS FOR WHOI THE BASDADIT WINDOW, TYP. 2) 011CAL REWFORCEIMIT TO BE INSTALLED iN ACCORDA'HCE MH PAD MING SM ASO MISS AND RkRISSiQIIS ViNCH MAY OCCUR IN THE COHTRACT COIRTRACTOR FAVID TO NOTIFY THE ARCHITECT PMR THE CMT LOCAL BUILDING CODE 3) ALL HORTAR & GROUT TO BE T)PE 'U' CROUT OR TYPE 'S' (ROUT. M. S. BEARING CAPACITY W 20 P7 DOCUHEIRTS SHALL BE BROUGHT TO THE ATTE1ITIOU CF THE TO MISTRUCDOU AND/OR FABRICATION OF K YIGRK. CONIdUNITY SPEC LEVEL Field verifyall dimensions DD NOT SCALE DRA WINGS. NOTE: FIELD ;M UTIUFTY LOCATORS FOR SDE ""US' r/ SUPERNTEIMMIT 1101E Ran 4'E>TiF1f LOC. OF SUMP PUvp w SUPERi<IIEf>TEANT tO' COIIG WALT. AT SIDE EIRTRY GAUGE FOR SUPPORT OF 21(6 WALL AB01'E � oN 0 u n` W M t ` 0 Uw.j� iV �-R ,v a a n CONIdUNITY SPEC LEVEL V1 to0. P101O� r� GARAGE RIGHT 41 ,n PLAN Name / No. 1.4 a � 0 Z 69a w ' � AA''n W a� u 0 t m-- 'a cdO " X s- 1 - l z `r o S-� Wq v cl- X cd N N • 7 0 rtP DRAWN BY: Midwest Arch Dept DATE.- 12-22--43 Q COPYRIWT 2 U H .. E CORPORATION a I I I I u n` W M t ` 0 Uw.j� iV �-R ,v a n CONIdUNITY SPEC LEVEL Village of West Clay to0. Le,ve14 GARAGE RIGHT 41 ,n PLAN Name / No. 1.4 a � Strathmoor 69a w ' � Q COPYRIWT 2 U H .. E CORPORATION a I I I I SECEN FILM WINDOW BOX DETAIL VARIES NOTES : 1. ALL CASED OPENINGS GREATER THAN 48' V4DE HOLD HEADER TIGHT TO PLATE 2. ALL BI -FOLD DOORS R.O.'S = 1 1/2' VADER THAN DOORS HEADER HT. = 82' AfF 3. ALL 81 -PASS DOORS R.O.'S = 1' WIDER THAN DOOR HEADER HT = 83" AFF 4. TOME!. BARS (TB) OVER CABINETS AND TOILETS BLOCKING TO BE 55' AFF TO CL 5. TOMI BARS (TB) NOI OVER CABINETS AND TOILETS BLOCKING TO BE 390 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 %ft CAP CASING HANDRAIL 1X6 0. ti3RAP BD. UNDER RAIL scla : i' = i'-6' - IF 4 OR MORE RISERS, THERE MUST BE A KNEEWALL BUILT ON BOTH SIDES OF STAIR - HANDRAIL MUST BE 140 HIGHER THkI 38" AND i10 LESS TEIAII 34 FROM fIOSING ON TREAD TO TOP OF HANDRAIL - THERE MUST BE NO LESS THAN 11/2' BET L01 WALL. ANG HANDRAIL I. 15'-9 1/2' 2 -If 014 RHAYG OF �NTnN1G RODi1 h80VE-----6^2.1/2_--_____ 2'-9' 2'-0' 6'-9' 2'-0' 2'-31/2' 4'-81/2" 4'-91/4' 4'-91/4" aD:.-.I.l/2-----_-_»-_-__..:' YTS -367 t'S-2-3672 �:5 Yc 3672 ; PELLA- 11 Pi1LA--2-3371 ,�^, - PE -3311 9068 SOD 3'-4 1/2" 3'-4 1/2' 2'-8 1/2' 2'-8 i/2" r- 18'-0 1/2' 111'-1O' YiS-2-3672 91 PB -LA -2-3371 1I I x to JrCID 27(6 BAUOOtI i a I 1 I a NOOK ttiS-4242 St --o FRAliE SAH " �r 1 - 9'-0' Ca PELLA-2-2 1 CA , N 3-2x4 - - 4-2x4 Cj - x - - 00 ,3-2x4 - - FLUSH OR PER W - - FAMILY ROOM 4-2xG — - FLllsit HDR PER of I ,7 LAYOUT '-2' - VAULT CLC. LAYOUT O I 1 SIIK W/DI.' DYl i'-7' 4'-10' 4'=8 i/2' LIBRARY ♦ , RROUIN • - T -o' CLG. .� HEARTH NIID SUD PER LOCAL CODE iv ! N 111EF[iD LR A0E HE-A9'-R0'TaHG. Q ----- 1 i22z3�4'-1 KITCHEN lr------- 1ATTLC I o— OBL 210 9-0 CLC. o "' 1 ACCESS 1 • �; - 9'-O' aG. < ;t f PER CODf� 4 o lot tz1 o, 7'-5 % " o / ' 2 -i ' / ' 10-1` "� 1 . 11'-5 f 2' 2`-3' r',", 2'-6' ' 7-11 1 2 X 3 4 4 -2 1 4 3-7 3 -4 / ji ART iIICHE SPo1;0EL W/-2 -- o WD PR X18 SEE DETAIL N 12' DROP HDR N - 9-6' CLG. WINS 5111. �i� _ _ _ SIEYIQ PER = Tn , _) , , t� 2/ t 2/8 DNI UP 12' DROP HDR _ "' SEE GARAGE STAIR O 5 -2 `� - \, 14 ;,, 16 R I, tkrTAL THIS Si{f FIXI 1 12' DROP IiDR - 12 DROP H • PWDR a-5 i/2 FURTHER if;F4. ` LCIE OF 2110 5'-7 1/2- 51_6, 2/8 3!-8 TI 1 4'-9" ? , FLOOR ABX \ v, r — — — — ._. ..... — — — _ _ 2/8 F __ 0 1 0 `~ - - ` 2 _4, !1X8 BOX COL_ I o LIVING ROOM - ; , 1 11t11STLED, T1iP. I -- = - - 9'-o' aC. ------ --- H=RA1L AND r — _ ---- BALUSTRADE PER SPEC. '1' l DINING ROOM i - - 6'-D /z 2' • 2-0 6 o ------------ - 1 - SEE SIM 310 -TRAY aC. I N SPOIDEL W/ hi Ina PER _ 1 SPEC. - a 1 I II m l o `�`� 2/8 1 -- `� --' IIIA 1 7 ' �, I 1 FOYER `" LAUNDRY a 11 - 2 STORY l;l { I - 9•-0' aG 2/6 12!-V f0-lO i3 -i 1-6L L SEE FRUIT ELEVATIONS FOR PORCH LAYOUTS o REF. ELEV.S 3/0 YI/12" I I 511E LUTES c E fi, o N 8• 2'-7 3/8' 8' s 1 1 I. 15'-9 1/2' 2 -If 014 RHAYG OF �NTnN1G RODi1 h80VE-----6^2.1/2_--_____ 2'-9' 2'-0' 6'-9' 2'-0' 2'-31/2' 4'-81/2" 4'-91/4' 4'-91/4" aD:.-.I.l/2-----_-_»-_-__..:' YTS -367 t'S-2-3672 �:5 Yc 3672 ; PELLA- 11 Pi1LA--2-3371 ,�^, - PE -3311 9068 SOD 3'-4 1/2" 3'-4 1/2' 2'-8 1/2' 2'-8 i/2" r- 18'-0 1/2' 111'-1O' YiS-2-3672 91 PB -LA -2-3371 1I I x to JrCID 27(6 BAUOOtI i a I 1 I a NOOK ttiS-4242 St --o FRAliE SAH " �r 1 - 9'-0' Ca PELLA-2-2 1 CA , N 3-2x4 - - 4-2x4 Cj - x - - 00 ,3-2x4 - - FLUSH OR PER W - - FAMILY ROOM 4-2xG — - FLllsit HDR PER of I ,7 LAYOUT '-2' - VAULT CLC. LAYOUT O I 1 SIIK W/DI.' DYl i'-7' 4'-10' 4'=8 i/2' LIBRARY ♦ , RROUIN • - T -o' CLG. .� HEARTH NIID SUD PER LOCAL CODE iv ! N 111EF[iD LR A0E HE-A9'-R0'TaHG. Q ----- 1 i22z3�4'-1 KITCHEN lr------- 1ATTLC I o— OBL 210 9-0 CLC. o "' 1 ACCESS 1 • �; - 9'-O' aG. < ;t f PER CODf� 4 o lot tz1 o, 7'-5 % " o / ' 2 -i ' / ' 10-1` "� 1 . 11'-5 f 2' 2`-3' r',", 2'-6' ' 7-11 1 2 X 3 4 4 -2 1 4 3-7 3 -4 / ji ART iIICHE SPo1;0EL W/-2 -- o WD PR X18 SEE DETAIL N 12' DROP HDR N - 9-6' CLG. WINS 5111. �i� _ _ _ SIEYIQ PER = Tn , _) , , t� 2/ t 2/8 DNI UP 12' DROP HDR _ "' SEE GARAGE STAIR O 5 -2 `� - \, 14 ;,, 16 R I, tkrTAL THIS Si{f FIXI 1 12' DROP IiDR - 12 DROP H • PWDR a-5 i/2 FURTHER if;F4. ` LCIE OF 2110 5'-7 1/2- 51_6, 2/8 3!-8 TI 1 4'-9" ? , FLOOR ABX \ v, r — — — — ._. ..... — — — _ _ 2/8 F __ 0 1 0 `~ - - ` 2 _4, !1X8 BOX COL_ I o LIVING ROOM - ; , 1 11t11STLED, T1iP. I -- = - - 9'-o' aC. ------ --- H=RA1L AND r — _ ---- BALUSTRADE PER SPEC. '1' l DINING ROOM i - - 6'-D /z 2' • 2-0 6 o ------------ - 1 - SEE SIM 310 -TRAY aC. I N SPOIDEL W/ hi Ina PER _ 1 SPEC. - a 1 I II m l o `�`� 2/8 1 -- `� --' IIIA 1 7 ' �, I 1 FOYER `" LAUNDRY a 11 - 2 STORY l;l { I - 9•-0' aG 2/6 12!-V f0-lO i3 -i 1-6L L SEE FRUIT ELEVATIONS FOR PORCH LAYOUTS o REF. ELEV.S 3/0 YI/12" I I 511E LUTES c E fi, o N 8• 2'-7 3/8' 8' 1 1 1 / 1 2-2X6 a , 22'-0` 21'-81 GARAGE - 5/8' F.C. DRYWALL Ott 09OI VIALL(S) AVID CEILBiG �U G7 H N is a I !r 00 'a l_ — --- - — — -"' — — — -- - REF ElE1NS REF ELEVS SEE FRONT ELEVATIONS N - FOR PORCH LAYOUTS REF. ms; REF. ELE31.5----------------------- ------------------------ 1 , 1 22-3 i/2' 1 1 1 1 ci l 1 1 1 / 1 2-2X6 a , T, L o W 1 x j COi I'AUNLTY-SPEC LEVEL_ t a1 ]Level 4 t NOTE : All 1111ENSIOtNS ARE FROIa FACE OF SM TO 1I01E: FACE OF STUD. ALL STUDS ARE 31/2' U;ILESS NOTED. CONTRACTOR SHALL BE RESPOISBLE FOR IfRNNG ARCHITECT, III VRITI NG, AND nTTEI CISTRUCTOIJ SHAIL S . Field verify all din2emions ALL WMI90NS PRESENTED HERE ARE FRAME ALL 11.011 DONS AFFECTPIG CONTRACTOWS PRODUCTS. BE OBTANED PRIOR TO PROCEED.3 VATH COfNSiRUCTIDI. l N PORCH PADEPOSSBLE. IHS FOR t :>v 1 DISCTOR ,RALLTIES R 11IS FOOTPRINT. DYEDIRIG THE CONSTRUCTION OF SUCH Y1'Ot�( ERRORS, UISCRrTAI/"DES OR ON!NS�fkNS FOR it;llCtl THE <� SITE PLANING Otal. a ELEVATIONS 1 PAEIITD ERRORS N10 OUISSIONS. AHICH HAY OCCUR I,1 THE CONTRACT CUITRACTOR FAILED TO NOTIFY DIE ARCHITECT PRIOR 1 1 1 FOR APPROPRIATE0•101SIOiIAIM RE11EY1 ALL ri.YDON HDR HBGHTS PER PLATE HT. AND GHTS PERRANErA!LS DOCU)IDIiS SHALL BE PROUC41T TO THE ATTENTION OF THE TO COISTRUCROII AHD/OR FA01CATO4l OF THE VIORC ALVj/ ci l r SIZ�t,G. 2-2X6 a 0 T, L o W 1 x j COi I'AUNLTY-SPEC LEVEL_ SCALE 1/4' = 1'-0' a1 ]Level 4 NOTE : All 1111ENSIOtNS ARE FROIa FACE OF SM TO 1I01E: FACE OF STUD. ALL STUDS ARE 31/2' U;ILESS NOTED. CONTRACTOR SHALL BE RESPOISBLE FOR IfRNNG ARCHITECT, III VRITI NG, AND nTTEI CISTRUCTOIJ SHAIL 2-2Xfi 1 1 1 r SIZ�t,G. 2-2X6 U 0 T, L o W 1 FIRST FLOOR PLAN i COi I'AUNLTY-SPEC LEVEL_ SCALE 1/4' = 1'-0' a1 ]Level 4 NOTE : All 1111ENSIOtNS ARE FROIa FACE OF SM TO 1I01E: FACE OF STUD. ALL STUDS ARE 31/2' U;ILESS NOTED. CONTRACTOR SHALL BE RESPOISBLE FOR IfRNNG ARCHITECT, III VRITI NG, AND nTTEI CISTRUCTOIJ SHAIL SEE PLA -11 FOR HEA01 SIZE . Field verify all din2emions ALL WMI90NS PRESENTED HERE ARE FRAME ALL 11.011 DONS AFFECTPIG CONTRACTOWS PRODUCTS. BE OBTANED PRIOR TO PROCEED.3 VATH COfNSiRUCTIDI. n x N :>v iP BD DISCTOR ,RALLTIES R 11IS FOOTPRINT. DYEDIRIG THE CONSTRUCTION OF SUCH Y1'Ot�( ERRORS, UISCRrTAI/"DES OR ON!NS�fkNS FOR it;llCtl THE <� 1 PAEIITD ERRORS N10 OUISSIONS. AHICH HAY OCCUR I,1 THE CONTRACT CUITRACTOR FAILED TO NOTIFY DIE ARCHITECT PRIOR 1 RE11EY1 ALL ri.YDON HDR HBGHTS PER PLATE HT. AND GHTS PERRANErA!LS DOCU)IDIiS SHALL BE PROUC41T TO THE ATTENTION OF THE TO COISTRUCROII AHD/OR FA01CATO4l OF THE VIORC ALVj/ 2-2X6 d x SILL YI/ �fRIFY EIEYATONS AFH - 16d NAILS T uM PER SPEC [V 3. FLOOR SHEATHING: 3/4' THICK, APA -RATED SHEATHING. ATTACH TO FRAMING WITH 8d COMMON NAILS AT 6' ON CENTER AT PANEL EDGES AND PPLES AT is' OC PORACE 705 227 12 ON CENTER AT INTERMEDIATE FRAMING MEMBERS.FOR ART NICHE DETAIL 4 FRAMING CONNECTIONS: TTmSTUD PORCH IT 107 PORCH 'V 321 A. ROOF TRUSSES TO TOP PLATE: 'D' (3) 16d NAILS (TOENAILED). REQLnRE»ITS tf =1-0' PORCH 134 SCALE . / B. ROOF TRUSSES TO TOP PLATE (SIOE MALLS): i6d AT 8' ON CENTER. PDRCN 'E 131 C. SECOND FLOOR EXTERIOR MALL BOTTOId PLATES TO RISE BOARD: 16d NAILS AT 10' Oil CENTER. D. SECOND FLOOR EXTERIOR VIALL BOTTOM PLATES TO RUA BOARD (SIDE MALLS): 16d NAILS AT 6' ON CENTER. E. SECOND FLOOR RIi, JOIST TO FIRST FLOOR EXTERIOR MALL TOP PLATE 16d NAILS (TOENAILED) AT 12' ON CENTER. F FIRST FLOOR EXTERIOR MALL BOTTOM PLATES TO RIM BOARD: 16d NAILS AT 12' ON CENTER. G. FIRST FLOOR RIM JOIST TO BASEMENT EXTERIOR MALL TOP PLATE (AS APPLICABLE): 16d NAILS AT 12' ON CENTER, H. SECOND FLOOR JOISTS TO FIRST FLOOR INTERIOR MALL TOP PLATE: (2)16d NAILS PER JOIST. BOTTOIJ PLATE L FIRST FLOOR INTERIOR WALL BOTTOM PLATE TO FLOOR JOISTS: (2) 16d NAIL PER JOIST. s a a t v raw m X DRAYM BY: Midwest Arch Dept DATE: 12-22-03 1 1 1 SIZ�t,G. U 1 , 1 i 1 ' T, L o W ---� FIRST FLOOR PLAN , y 0 COi I'AUNLTY-SPEC LEVEL_ SCALE 1/4' = 1'-0' rh "04 ]Level 4 NOTE : All 1111ENSIOtNS ARE FROIa FACE OF SM TO 1I01E: FACE OF STUD. ALL STUDS ARE 31/2' U;ILESS NOTED. CONTRACTOR SHALL BE RESPOISBLE FOR IfRNNG ARCHITECT, III VRITI NG, AND nTTEI CISTRUCTOIJ SHAIL SEE PLA -11 FOR HEA01 SIZE . Field verify all din2emions ALL WMI90NS PRESENTED HERE ARE FRAME ALL 11.011 DONS AFFECTPIG CONTRACTOWS PRODUCTS. BE OBTANED PRIOR TO PROCEED.3 VATH COfNSiRUCTIDI. Ot1EN9Q;iS OILY -SEE SHT. i.t FOR f0{RIDATiOiI EISTAUATOIS OR FABRiCATDNS IN THE FiE1D PRIOR TO THE Ob, RESPONSIBLE FOR ANY iP BD DISCTOR ,RALLTIES R 11IS FOOTPRINT. DYEDIRIG THE CONSTRUCTION OF SUCH Y1'Ot�( ERRORS, UISCRrTAI/"DES OR ON!NS�fkNS FOR it;llCtl THE <� �� NC�T SCALEDWINGS PAEIITD ERRORS N10 OUISSIONS. AHICH HAY OCCUR I,1 THE CONTRACT CUITRACTOR FAILED TO NOTIFY DIE ARCHITECT PRIOR RE11EY1 ALL ri.YDON HDR HBGHTS PER PLATE HT. AND GHTS PERRANErA!LS DOCU)IDIiS SHALL BE PROUC41T TO THE ATTENTION OF THE TO COISTRUCROII AHD/OR FA01CATO4l OF THE VIORC ALVj/ d x SILL YI/ �fRIFY EIEYATONS AFH - 16d NAILS T uM PER SPEC PcR SND NOTE FRAMING MATERIAL AND CONNECTION SPECIFICATIONS: Nit 2x4 PLATE FASTEN EACH PLATE TO 1. EXTERIOR VIALL SHEATHING: STRUCTURAL BRACE MALL SHEATHING BY LUDLOW COATED PRODUCTS. ATTACH TO FRA1, TNG V1TH 7/i6" CROVI x 1 EACH HEADER PLY W/ . 1/4 LONG, 16 GAGE STAPLES AT 3 ON CENTER AT PANEL EDGES AND 6 Oil CENTER AT INTERMEDIATE FRAMING MEMBERS. INSTALL IN CODE 6d ffA!lS 12' OG. AT E6d I HEADER 12 01BER i6d CO111NON IJhYS AT 12' O.C.NAIL FIRST AREA FIRST— DSR 2653 REQUIRED LOCATIONS ON THE FRONT AND REAR WALLS. LOCATE ON ALL PANELS ON THE SIDE MALLS AND ALL OTHER EXTERIOR WALLS ORIENTED ADJACENT KING T6 EACH r FRONT -TO -BACK- ( Y1ttiD0'N R.O. (W111D011 R.O.PLATE - AND HEADER PLY SEC�iD FLOOR 1633 SECOND 2. ROOF SHEATHING: 7/16' THICK, APA -RATED SHEATHING. ATTACH TO FRAMING WITH 8d COMMON NAILS AT 6' ON CENTER AT PANEL EDGES AND 12' / PER SPEC) PER SPEC) HAIVATH 2-164 COl1J0Y tJAT.S, TYP;Ch1. TOTAL ' 3692 PARTIAL BASf3..F1IT 1608 O'd CENTER AT INTERMEDIATE FRAMING i,EMBERS FULL BAZIE�NT 2106 3. FLOOR SHEATHING: 3/4' THICK, APA -RATED SHEATHING. ATTACH TO FRAMING WITH 8d COMMON NAILS AT 6' ON CENTER AT PANEL EDGES AND PPLES AT is' OC PORACE 705 227 12 ON CENTER AT INTERMEDIATE FRAMING MEMBERS.FOR ART NICHE DETAIL 4 FRAMING CONNECTIONS: TTmSTUD PORCH IT 107 PORCH 'V 321 A. ROOF TRUSSES TO TOP PLATE: 'D' (3) 16d NAILS (TOENAILED). REQLnRE»ITS tf =1-0' PORCH 134 SCALE . / B. ROOF TRUSSES TO TOP PLATE (SIOE MALLS): i6d AT 8' ON CENTER. PDRCN 'E 131 C. SECOND FLOOR EXTERIOR MALL BOTTOId PLATES TO RISE BOARD: 16d NAILS AT 10' Oil CENTER. D. SECOND FLOOR EXTERIOR VIALL BOTTOM PLATES TO RUA BOARD (SIDE MALLS): 16d NAILS AT 6' ON CENTER. E. SECOND FLOOR RIi, JOIST TO FIRST FLOOR EXTERIOR MALL TOP PLATE 16d NAILS (TOENAILED) AT 12' ON CENTER. F FIRST FLOOR EXTERIOR MALL BOTTOM PLATES TO RIM BOARD: 16d NAILS AT 12' ON CENTER. G. FIRST FLOOR RIM JOIST TO BASEMENT EXTERIOR MALL TOP PLATE (AS APPLICABLE): 16d NAILS AT 12' ON CENTER, H. SECOND FLOOR JOISTS TO FIRST FLOOR INTERIOR MALL TOP PLATE: (2)16d NAILS PER JOIST. BOTTOIJ PLATE L FIRST FLOOR INTERIOR WALL BOTTOM PLATE TO FLOOR JOISTS: (2) 16d NAIL PER JOIST. s a a t v raw m X DRAYM BY: Midwest Arch Dept DATE: 12-22-03 i 0 Cjj1�jy� '� " T +1 1`J 0 wr�w SHEET No. 5. INTERIOR DRYWALL - 1AINiMUM TYPICAL ATTACHMENT: No. 6 SCREWS BY V LONG AT 6 ON CENTER AT PANEL EDGES AND 12 ON CENTER AT TRIPLE WINDOW WALL DETAIL 1 INTERMEDIATE FRA -MING MEMBERS. 6. ANCHOR BOL15: 1/22 DIN.IETER AT 6' ON CENTER (7' MINiMUM EMBEDMENT). SCALE: 1/4' = I' -O © COPYRIGHT 2002 EDWE HOME CORPORATION I I I I I I r r Vaj� U T, L o W , y 0 COi I'AUNLTY-SPEC LEVEL_ Village of West Clay rh "04 ]Level 4 GARAGE RIGHT i 0 Cjj1�jy� '� " T +1 1`J 0 wr�w SHEET No. 5. INTERIOR DRYWALL - 1AINiMUM TYPICAL ATTACHMENT: No. 6 SCREWS BY V LONG AT 6 ON CENTER AT PANEL EDGES AND 12 ON CENTER AT TRIPLE WINDOW WALL DETAIL 1 INTERMEDIATE FRA -MING MEMBERS. 6. ANCHOR BOL15: 1/22 DIN.IETER AT 6' ON CENTER (7' MINiMUM EMBEDMENT). SCALE: 1/4' = I' -O © COPYRIGHT 2002 EDWE HOME CORPORATION I I I I I I r 20 2X4 KNEEL WOAD CAP DBL WINDOW WALL DE CBDTTO!d PLATE SME : 1/4' = 1'-0• ATE TO Y YI/ LS AT IRST f0 EACH ER PLY ON CORNER. SCALE 1/2` =1'-0' 20' TAIL 2X4 KNERI LI LU AIC BATHTUB DETAIL ` 2-6 3/4 20' TUB DECK FRA56NG CAPPED W/ 3/4' OSB - '-�• L CORNER GARDEN BATHTUB DETAIL 2- Scme 1/2, =1=0' 58'-0' 16-9 1/2' 18'-6' 12'-7' 8'-11/27 y -g' 4'-81/2' 4'-91/4' 4'-91/4' 4'-3' 6'-31/2' 6'-31/2' WS -3666 WS -3666 PEITA-3365 N PELTA -3365 WS -3648 FIX YTS -(2} !$ FIX Ws- 48 FIX 2-2X8 PEW -3 17 FIX u, PELTA -(2) 3341 FIX v 41-3347 FIXco I .- 2-2X(° ISITTING ROOM I - VAULT aG. `� o oa s c PRE-ENCIN WOOD N R TRUSSES A 24 O.C. MAX. =� 0 IN C)i (n a 1 4 39' KNEi HAILS (OPT. o ponq TD 0 SEE ELEVAMI DRAWINGS FOR STRUCTURAL WALL SHEATHING LOCABOtIS ( -16d IIALS I D,UERSIOIIS DULY - SEE SHE I.1 FOR FOUNDATION 1NSTAIIATiO!IS OR FAWABOIS 1,11 THE FIELD PRIOR TO � PER STUD NOTE a 7/16' THICK STRUCTURAL SHEATHIIIG (24/16 SPAN RATING) REtilEYI ATE. YriTDO'N HOR HEIGHTS PER PLATE LIT. AlID ERRORS AND OIASSIONS 001 MY OMR, III THE COt1TRACT 'IL 2X4 PLATE FASTEN EACH PI EACH HEADER PI YS -3;E6 � WS -3666 12' AT CITERIIFDIATE SUPPORTS. fid BAILS 12' OC. AT 16d WJL(OfI IIA C I EACH HEADER IIaM 12' Q.C. NAL f �} Zi�---iiii Wage of West Clay ADJA Coll KING Level 4 I (WJIDOiY R.O. PfR SPEC) (Y'IiDOYf R.O. PER SPEC) PLATE AND HEAT 14WTH 2-16d COI, HATS, TtPICAL 0 `i _-CRIPPLES AT 16' OC 3-2x4 TYA9 � PLAN FOR u� 2J6 IRU! STUD 2-2X8 `t PER LOCAL CODE 3-2x4 DBL WINDOW WALL DE CBDTTO!d PLATE SME : 1/4' = 1'-0• ATE TO Y YI/ LS AT IRST f0 EACH ER PLY ON CORNER. SCALE 1/2` =1'-0' 20' TAIL 2X4 KNERI LI LU AIC BATHTUB DETAIL ` 2-6 3/4 20' TUB DECK FRA56NG CAPPED W/ 3/4' OSB - '-�• L CORNER GARDEN BATHTUB DETAIL 2- Scme 1/2, =1=0' 58'-0' 16-9 1/2' 18'-6' 12'-7' 8'-11/27 y -g' 4'-81/2' 4'-91/4' 4'-91/4' 4'-3' 6'-31/2' 6'-31/2' WS -3666 WS -3666 PEITA-3365 N PELTA -3365 WS -3648 FIX YTS -(2} !$ FIX Ws- 48 FIX 2-2X8 PEW -3 17 FIX u, PELTA -(2) 3341 FIX v 41-3347 FIXco I .- 2-2X(° ISITTING ROOM I - VAULT aG. `� o oa s c PRE-ENCIN WOOD N R TRUSSES A 24 O.C. MAX. =� �:44 0 IN C)i (n a 1 4 39' KNEi HAILS (OPT. o ponq TD 0 SEE ELEVAMI DRAWINGS FOR STRUCTURAL WALL SHEATHING LOCABOtIS ( ( I D,UERSIOIIS DULY - SEE SHE I.1 FOR FOUNDATION 1NSTAIIATiO!IS OR FAWABOIS 1,11 THE FIELD PRIOR TO � D 91PI611T. EXPEDITING DIE MISTRUCRRt OF SUCH WORK. a 7/16' THICK STRUCTURAL SHEATHIIIG (24/16 SPAN RATING) REtilEYI ATE. YriTDO'N HOR HEIGHTS PER PLATE LIT. AlID ERRORS AND OIASSIONS 001 MY OMR, III THE COt1TRACT 4-; 2/8 SHIRES) PER DETAILS YS -3;E6 � WS -3666 12' AT CITERIIFDIATE SUPPORTS. Field vefifall dimensions Y C I i �} Zi�---iiii Wage of West Clay -- -SEE SHT 310 Level 4 I n PBIA-3365 El PELI.A--3365 0 `i FLRE>;LOMG AS REO'D 3-2x4 TYA9 � — 9'-9 1/4' 5'-3 i/4' u� 2J6 2-2X8 `t PER LOCAL CODE 3-2x4 GfiDER TRUSS v I N I W.I.C. Q i � r� Dfil. 2/0 13=3 1/2' i cC 2 {.1• 18`-O 1/2' I12'-0" 4-i3" I 6'-2' g TP.HLDR j R 578' ON 6 R 1R/IS r • o ,1 216 M i M ( 2/6 .. 2JB OPEII TO BELOY/ cc I ID 2/6 x' di`F+� .Q; 2X6 WALL-1BATH ���0 BEDROOM 2 a, /A 2/6 2/6 2/s co 21 = 6 �+ I - 8'-D' aG ------- AHD 3'-2' ' N MATCH ATTICI PRE -BATT "' " " WAR I IPER SS 1���...///32' 2/$ SECTIO14 i I TUB HAI RAILS AILD D0,111TO HW�``d!� BALUSTRADES PER 2J6 I L J — — ~ — I M. BEDROOM r I r I 9'-8 1/2 a 2'-10 3/8" '� ! 5 w 12' DROP HDR (2XIOs WJ DOL HDR)— ! - S'-0' CLG. W/ TRAY DETAIL w N ( 4'_0• - SHrEET FOR TUB UJOS TRAY ". 3 -7 10,_10*12'-i' YV 5 - 2 TP.HLAR 5 -8 MID MOTES SOAKER TUB cl �:44 0 IN C)i (n a 1 4 39' KNEi HAILS (OPT. o ponq TD 0 SEE ELEVAMI DRAWINGS FOR STRUCTURAL WALL SHEATHING LOCABOtIS ( � I D,UERSIOIIS DULY - SEE SHE I.1 FOR FOUNDATION 1NSTAIIATiO!IS OR FAWABOIS 1,11 THE FIELD PRIOR TO DIE CONTRACTOR MALL BE HELD RESRNSIBLE FOR AJIY D 91PI611T. EXPEDITING DIE MISTRUCRRt OF SUCH WORK. a 7/16' THICK STRUCTURAL SHEATHIIIG (24/16 SPAN RATING) REtilEYI ATE. YriTDO'N HOR HEIGHTS PER PLATE LIT. AlID ERRORS AND OIASSIONS 001 MY OMR, III THE COt1TRACT 4-; 2/8 SHIRES) PER DETAILS CO DBE 2/0 12' AT CITERIIFDIATE SUPPORTS. Field vefifall dimensions Y C i �} Zi�---iiii Wage of West Clay -- -SEE SHT 310 Level 4 I n GARAGE RIGH' 0 TYA9 � — 9'-9 1/4' 5'-3 i/4' u� ND FLOOR PLAN Rff. ELEV.S 10'-10' 0REF. ELEV.S ^� •�,T-PLY AND PRE -BATT` �+•� BEHIND SHAR N i+) REF. ELEVS 13'4' 11'4 1/27 8-8 1/2' SCAL- 1/494 -Or FIRST FLOOR 2059 110TE : ALL ONMONS ARE FROM FACE OF SND TD NOTE 1633 a 1 4 39' KNEi HAILS (OPT. FACE OF STUD. All STUDS RE 31/2' UIaESS VOTED. CONIRACTOR'SHALL BE RESPONSIBIE FOR VfRRIIG I SEE ELEVAMI DRAWINGS FOR STRUCTURAL WALL SHEATHING LOCABOtIS ( BE OBTRIE:D PRIOR TO PROCEEDING WITH CONSTRUCTIO1 I D,UERSIOIIS DULY - SEE SHE I.1 FOR FOUNDATION 1NSTAIIATiO!IS OR FAWABOIS 1,11 THE FIELD PRIOR TO DIE CONTRACTOR MALL BE HELD RESRNSIBLE FOR AJIY D 91PI611T. EXPEDITING DIE MISTRUCRRt OF SUCH WORK. ERROR% DISCfd:PAIICIES OR 00SIONS FOR %911CH THE 7/16' THICK STRUCTURAL SHEATHIIIG (24/16 SPAN RATING) REtilEYI ATE. YriTDO'N HOR HEIGHTS PER PLATE LIT. AlID ERRORS AND OIASSIONS 001 MY OMR, III THE COt1TRACT COIITRACTO3 FAILED TO NOW X ARCHITECT PRIM 2/8 SHIRES) PER DETAILS i m DBE 2/0 12' AT CITERIIFDIATE SUPPORTS. Field vefifall dimensions Y DO NOT;SCA:LEDRA WINGS i O i --i COIAWNITY-SPEC LEVEL Wage of West Clay -- -SEE SHT 310 Level 4 I GARAGE RIGH' TYA9 .R — 9'-9 1/4' 5'-3 i/4' 1i'-3 1/2' 2J6 v N I W.I.C. Q i � r� Dfil. 2/0 i cC _ — — --- — -- — o _ IE: g TP.HLDR j R 578' ON 6 R 1R/IS r • o ,1 216 M i M 'r 1LLL[� 2/6 .. 2JB cc I ID 2/6 x' di`F+� .Q; 2X6 WALL-1BATH ���0 i M. BATH r` 2/6 2/6 2/s co 21 = 6 �+ I - 8'-D' aG ------- AHD 3'-2' ' ATTICI PRE -BATT "' " " WAR I IPER SS 1���...///32' 2/$ BERNO TUB TUB HAI RAILS AILD D0,111TO HW�``d!� BALUSTRADES PER 2J6 I L J N CODES, SEE SHE 310 9'-8 1/2 20 lLI DETAIL N ( 4'_0• - SHrEET FOR TUB UJOS ". 3 -7 10,_10*12'-i' 5 - 2 TP.HLAR 5 -8 MID MOTES SOAKER TUB cl BEDROOM 4 IW.I.T.I I ' -�-' O'EN TO BELOiY o - 64 CCG - V-07 Ow �, T► (,r r BEDROOM ,3 �, � N ' 4_O• 8'-1 1/2` I T-PEY MID REF. it •+-� r� ELfVS �- PRE -BATT BEHOLD M p �-•1 ND FLOOR PLAN Rff. ELEV.S 10'-10' 0REF. ELEV.S ^� •�,T-PLY AND PRE -BATT` �+•� BEHIND SHAR N i+) REF. ELEVS 13'4' 11'4 1/27 8-8 1/2' SCAL- 1/494 -Or FIRST FLOOR 2059 110TE : ALL ONMONS ARE FROM FACE OF SND TD NOTE 1633 ttOTES FACE OF STUD. All STUDS RE 31/2' UIaESS VOTED. CONIRACTOR'SHALL BE RESPONSIBIE FOR VfRRIIG ARCHITECT, IN WgBNG, ACID 6111011 CISTRUCTION SHALL SEE ELEVAMI DRAWINGS FOR STRUCTURAL WALL SHEATHING LOCABOtIS ALL DIVE7I90IIS PRESENTED HERE ARE FRA1E ALL D310901IS ARMING WITRACTON'S PRODUCTS. BE OBTRIE:D PRIOR TO PROCEEDING WITH CONSTRUCTIO1 AND REQ1) DENTS D,UERSIOIIS DULY - SEE SHE I.1 FOR FOUNDATION 1NSTAIIATiO!IS OR FAWABOIS 1,11 THE FIELD PRIOR TO DIE CONTRACTOR MALL BE HELD RESRNSIBLE FOR AJIY ROOF SI&THING SFECIFICATIft 91PI611T. EXPEDITING DIE MISTRUCRRt OF SUCH WORK. ERROR% DISCfd:PAIICIES OR 00SIONS FOR %911CH THE 7/16' THICK STRUCTURAL SHEATHIIIG (24/16 SPAN RATING) REtilEYI ATE. YriTDO'N HOR HEIGHTS PER PLATE LIT. AlID ERRORS AND OIASSIONS 001 MY OMR, III THE COt1TRACT COIITRACTO3 FAILED TO NOW X ARCHITECT PRIM FASTEi! WITH Bd COIAIOI! !LATS SPACED 6' AT PANEL EDCES ALLD VERIFY W/ ELEVABOYS AND CORNICE DETM S DDC(lL1ENTS SHALL BE BROUC TF TO THE ATTENTION OF THE TO CONSTRUCOON AND/OR FABRICATION OF THE WORT( 12' AT CITERIIFDIATE SUPPORTS. Field vefifall dimensions Y DO NOT;SCA:LEDRA WINGS i O i --i COIAWNITY-SPEC LEVEL Wage of West Clay NO1LS : 1. ALL CASED OPENINGS GREATER THAN 4e YADE HOLD HEADER TIGHT TO PLATE 2. ALL BI -PASS DOORS R,O.'S = i' WIDER THAN DOOR HEADER HT = 83" AFF 4 ET J. TOYI'EL BARS (1B) VER CA 81N S AND TOILETS BLOCKING TO BE 55' AFF TO CL 4. TOM BARS (TB) NOT OVER CABINETS AND TOILETS BLOCKING TO BE 39" AFF TO CL 5. BLOCKING FOR TISSUE HOLDERS (TH) TO BE 24• AFF " 0. HEADERS OVER 48 LONG REQUIRE DOUBLE CRIPPLE AREA FIRST FLOOR 2059 SEMID FLOOR 1633 TOTAL 3692 PARTIAL BASEMENT 1608 FULL. BASWENT 2106 GARAGE 705 PORCII 'A' 227 PORCH '8' 107 PORCii 'C' 321 PORCH V 134 PORCH 'E' 137 © COPYRIGHT 2002 PU OI. ORPORATION I I I r N IN I DRA : Midwest Arch Dept DATE; 12-22-03 REV No. DATE U M tV V= t�11 'u a O i --i COIAWNITY-SPEC LEVEL Wage of West Clay Level 4 • `� GARAGE RIGH' © COPYRIGHT 2002 PU OI. ORPORATION I I I r N IN I ICE & WATER %ELD TO 24' It{SDE W EXTERIOR WALL.Lit C4'1POSITION ROOF SWIM PER SPEC OVER BLOGE FELT W/ STARTER STRP OVER ROOF DECK PER SPEC 01I PRE-BIGtNIEF.RED ROOF TRUSSES PER PLAN r �atv R-38 INSULATION W/ BAFFLES I - 2' 11N. AIR SPACE 1/2' GYP. OD CONIIce PER ELEVATIONS REL 2x4 TOP PLATE Ix1B FRIEZE 1/2' GYP. BD SHEATHING PER SPEC. OVER 2X4 STUDS AT 16' O.C. W/ R13 BATT WSULATIaI 2x4 BOTTOM PLATE SWIG PER SPEC. 3/4' T&G SUBALOOR (GLUE & SCREW) 0;1 FLOOR JOIST. MANUFACTURED ENGINEERED FLOOR JOISTS - SFE SHOP D'AM FOR ADDITIONAL R1OrZl1ATION IF1/Y GYP. BD 081. 20 TOP PLATE 1/2' GYP. BD ­ StiEATWNG PR SPEC. 00? 2X4 STUDS AT 16' O.C. W/ R13 BATT 1 CISULATIOI I 20 BOTIOU PLATE 3/4' T&G SUBFLOOR (GLUE k SCREW) Ott FLOOR JOIST. 2x4 TRtATED ULL PLATE W/ ANCHOR BOLTS PER SPEC. 6' O.c, 111,11.12' FRO11 BID IIANUFACTURED 010,1IEREB FLOOR JOISTS - SEE SHOP DVS% F03 ADDIBONAL INFOR1AT61 819 BATT 041SULAIM AT BOND GRADE —1 BITOU111NOUS WATERPROOFING 1=1 11=1 11- 8' CONCRETE WALL NERiFY POUR HGT PER SPEC. DO CEIAWTIAOUS = — REIIIFORCE PER BUILDING CODE PARGIIG PER IRC -406.2 .11 BACKRIL UATERiAI I ('—I,1—t 111%0 PER IRC -444.1.7 -1 I I—I I Jr',vs�d� 4' CONC. SLAB OVER 1-11 Ido-'. dao 6� 1111. POLY 41ER �� 4 1611. CNIULAR ALL —va o�0 ° OVER UIID,'SIURB:D BEARING SOIL —I 111 I r���o =1ti lli1l,1l1���11115�1�8—�. B•x18'CO,1IT_POURED e PERFORATED DRP11 TILE W/ 1 CONCRETE FOOTING SOCK IN 1,11112' STONE BED W/ LUN 6' STONE COWER SCHEDULE 30 DRANTHE ASID BLEEDERS PER PLAN, OR EDUiVALE1IT DRIJfIACE SYSTEII TYPICAL WALL SECTION - SIDING SCALE 1/2' = 1'-a' (REAR WALL SHOWN A SECTION THROUGH FOYER / FAMILY ROOK! 3.100SCALE :1/4' _ �'-a' STAIR DETAIL N0 sm F TRUSSES D 24' O.C. [ED LNE INDICATES VIALL. BEYOND RUSS ►IFR. TO VERIFY 'INLY ROOM PLATE fit STOP AS REQ`D BALLOW ERAW- - DEL 2x612' OC. NOTE STAIR BALI SPACRIG IRC 8316.2 PER SPiC LOCAL COI AIN 1,16 (EKED YEI,i Kiffivaq SECTION THROUGH LAUNDRY / Ma BEDROOM 3.100 SCALE : 1/4' - 1'-0' THERE SHALL BE 110 HORIZONTAL / BALUSTER 0, JEERS AHD SPACNG SHALL i BE SUCH THAT A FOUR VICH DIAMETER SPHERE CANNOT PASS THROUGH i V aaa ava • v a o saa a GIRDER TRUSS BY ►IFR PLY CLOSURE APPLIED" HOl1 OF JSLS — r Kt#E-WAM DEFAi COtA1AUNIN--SPEC LEVEL QG AS PER SPEC. Zk ROD TO CLEAR v -v C3 \STAIR STRIGER J;, X I � fi O ` �{ O O -� a� O WE STAR BALUSTRADE M SPACCIG TO UEET ►4C R315.2 f1 MAIL PER SPEC TO HEFT LOCAL CODE 3C UP — — — FROM HOSE OF TREAD < (AELD VBO RAIL OR te w;F�WAu) FOYER STAIR SECTION o 3.100 scpf : 1/4' = 1=o' GIRDER TRUSS BY ►IFR PLY CLOSURE APPLIED" HOl1 OF JSLS — r :MATIONS FOR w RT t! COtA1AUNIN--SPEC LEVEL wage of Nest Clay Y COD v -v C3 4-1 rLO X I � fi O ` �{ O O a� O d- rr2 tri BRU N BY: Midwest Arch Dept DATE: 10-16-2003 REIT No. DATE 1—ids 10-28-03 j 2—jrh 11-24-03 .O m WOrd www © COPYRIGHT 2002 eplCORPORATION 0 I IN C COtA1AUNIN--SPEC LEVEL wage of Nest Clay Y Level 4 GARAGE LEEP .O m WOrd www © COPYRIGHT 2002 eplCORPORATION 0 I IN I)1- 121-7* TRUSS E 28'-0' u DRAPE! BY: Midwest Arch Dept DAA; 10-16-2003 ------------- L------------- r1 ------'•3 L -------------------------------------------z A-----------------------------------------ZI' =)/ _____ _-----' ,..--_»---__- L �/ (� 1iz iV U� , 1 1 t � C�� 1 1 1 1 as 1 i� Village of West Clay Level 4 ` tf) 11 11 11 tl 1 s t ♦� LJ "-----------------.... _._ i � ...._ J ' ' 1 1 i � �♦. 1 ♦ \\♦ �\ \ \\v '\♦`- i i 1 Lr ---� `---- ' —__--_J L_J L_J L--_---_--- t �J -.. TRUSS E--- 1 fir` ; _ 1 •______---«r- -J 1 1 1 L---rA L - ---L_-.-_____--------- --r.._..____________________^.I1 --- «.. _r-__+ 1 1 ---------------`----- ------ 1 1 11 1 t ;t (----------------- �� 11 ! � 1 1 1 1 1 , -----------♦y> ti ! s11 1 1 1 1 i, r„ Ll 1 1 t 1 s 1 r 't r- 1 1 --« ---__ r ------ ; i---� ------------- ...... ........ _...., 1---------- 1 1 1 L1 11 '� 11 11 1 l 1 1 1 1 1 11 11 ' 1 11 1 1 1 1 I I tl 11 ,, 11 1' s t fl 11 's i1 i' Ij 1 11 l ;f , i L.-.__—r...1..4r1 r3��-.. y'___..1 1 1 1 1/ 1 j 1 1 ; 1 1 11 I1 II , 11 fl i 1 i , 1 1 1 1 v/:) 1 1 11 1 1 L» -------------- i-) ♦-a______-rr__-__ 11 f1 It / 11 IL j STI 1 L -------------------y -__-___+...... 11 11 11 / L____________________J ------------- C/3 ,1 11 1/ Li 11 11 11 '1 11 11 '1 11 11 y , L--'-L----------�-'• ! `-r------------- U3 1 �. I i f-..-+-----�• -------• ; � Ir SCHEMATIC ROOF LAYOUT ST,�:1A,4-a` TRUSS C TRUSS B TRUSS A -0` DRAPE! BY: Midwest Arch Dept DAA; 10-16-2003 REV No. DATE r1 ------'•3 L -------------------------------------------z A-----------------------------------------ZI' =)/ _____ _-----' ,..--_»---__- L �/ (� 1iz iV U� � C�� as 1 i� Village of West Clay Level 4 ` tf) GARAGE LEFT s t ♦� LJ "-----------------.... _._ i � ...._ J ' ' 1 1 i � �♦. 1 ♦ \\♦ �\ \ \\v '\♦`- i i 1 Lr r-------------------` '7 r ---i '� 1 1 1 ; �J -.. 1 fir` ♦♦ _ 1 •______---«r- -J 1 1 L---rA L - ---L_-.-_____--------- --r.._..____________________^.I1 --- «.. _r-__+ ♦ 1 1 ---------------`----- ------ 11 1/ 1 1 (----------------- �� ri 1 1 1 1 -----------♦y> ti ! s11 1 1 i, r„ Ll 1 1 t 1 --« r ------ ; i---� ------------- ...... ........ _...., 1---------- fl 11 's i1 i' Ij 1 11 l ;f , i L.-.__—r...1..4r1 r3��-.. y'___..1 1 1 1 1/ 1 j 1 1 ; 1 J__« ---- fl 1 1 11 11 L» -------------- i-) ♦-a______-rr__-__ j STI 1 L -------------------y -__-___+...... 11 11 11 / L____________________J ,1 11 1/ 11 11 11 '1 11 11 '1 11 11 , L--'-L----------�-'• `-r------------- SCHEMATIC ROOF LAYOUT ST,�:1A,4-a` TRUSS C TRUSS B TRUSS A -0` 6W =o` ' a� X 0w Q COPYRIGHT 2002 P HO!II CORPORATION HEET No. 5,000 E N 0 I 0 I DRAPE! BY: Midwest Arch Dept DAA; 10-16-2003 REV No. DATE ) 1—jrh 11-24-03 . t1) 1, V (� 1iz iV U� � C�� as COMMUNITY -SPEC LEVEL Village of West Clay Level 4 ` tf) GARAGE LEFT 6W =o` ' a� X 0w Q COPYRIGHT 2002 P HO!II CORPORATION HEET No. 5,000 E N 0 I 0 I FIRST FLOOR ELECTRICAL PLAN SCAI.E: 1/4' = 1'-0, NOTE: 1. ALL S151T00, EXCEPT THOSE ABOVE CABINETS, TO BE 42' A.F.F. TO TOP OF OPENING. SNITCHES ABOVE CABINETS TO BE 48' AFF - FM VEEGFY 2. ALL REGISTERS, RETURN AIRS AND ELECTRICAL FLOOR OUTLETS TO BE ROUGHED 18' A.F.F. TO THE TOP, AND MINIMUM 8' FROM ALL DOORS, CASED OPENINGS, VANDOWS. AND WALL CORNERS. 3. PULL CHAIN III ATTIC AT ACCESS. 4. BATH LIGHT BAR TO Bc INSTALLED AT 87' AFF TO CENTER OF OUTLET BOX NOTE: 7 PHONE OUTLETS RID 7 CABLE OUTLETS STANDARD FOR FIRST AJID SECOND FLOOR C0!181t1ED �N i t FIRST FLOOR ELECTRICAL PLAN SCAI.E: 1/4' = 1'-0, NOTE: 1. ALL S151T00, EXCEPT THOSE ABOVE CABINETS, TO BE 42' A.F.F. TO TOP OF OPENING. SNITCHES ABOVE CABINETS TO BE 48' AFF - FM VEEGFY 2. ALL REGISTERS, RETURN AIRS AND ELECTRICAL FLOOR OUTLETS TO BE ROUGHED 18' A.F.F. TO THE TOP, AND MINIMUM 8' FROM ALL DOORS, CASED OPENINGS, VANDOWS. AND WALL CORNERS. 3. PULL CHAIN III ATTIC AT ACCESS. 4. BATH LIGHT BAR TO Bc INSTALLED AT 87' AFF TO CENTER OF OUTLET BOX NOTE: 7 PHONE OUTLETS RID 7 CABLE OUTLETS STANDARD FOR FIRST AJID SECOND FLOOR C0!181t1ED Q r4 to � Ord Www © COPYRIGHT 2002 PULTE HO E CORPORATION DRAWN BY: Midwest Arch Dept DATE: 10-16-2003 REV No.1 DATE 1-jrh 1 11-24-03 COMMUNITY -SPEC LEVEL Village of West Clay Level 4 NJ GARAGE LEFT a I a a I I �N i +i 7� h i� D u Q r4 to � Ord Www © COPYRIGHT 2002 PULTE HO E CORPORATION DRAWN BY: Midwest Arch Dept DATE: 10-16-2003 REV No.1 DATE 1-jrh 1 11-24-03 COMMUNITY -SPEC LEVEL Village of West Clay Level 4 NJ GARAGE LEFT a I a a I I SECOND FLOOR ELECTRICAL PLAN SCALE : 1/4' - 1'-0" NOTE: 1. ALL S111TCHES, EXCEPT THOSE ABOVE CABINETS, TO BE 42' A_F,F. TO TOP OF OPENING 391CHIS ABOVE CAMETS TO BE 48' AFF - HELD VERIFY 2 ALL REGISTERS, RETURN NRS AND ELECTRICAL FLOOR OUTLETS TO BE ROUGHED 18' A.F.F. TO THE TOP, AND MINIMUM 8° FROM ALL DOORS, CASED OPENINGS, WNDOPIS, AND WALL CORNERS. 3. PULL CHAIN IN ATTIC AT ACCESS. 4. BATH LIGHT BAR TO BE INSTALLED AT 87" AFF TO CENTER OF OUTLET BOX Nov - 7 PHONE OUILETS MID 7 CABLE OUTLETS STAII00 FOR FIRST RID SECOND FLOOR MIENa i A c) lV �!1 J� v DRA1 -Q GCS v1 e n DATE: 10-16-2003 T� C40 REV No. X U V .0) 'P 1—jrh 11-24-03 �t U 0 4.J c9Z 12-04-03 u (u (- , -,c, -r AAi�r W ° � V u 0 P°I i A �!1 J� v DRA1 -Q GCS 0 DATE: 10-16-2003 REV No. X U .0) 'P 1—jrh 11-24-03 �t U 0 4.J i wtt 12-04-03 u (u (- , -,c, -r 0 � O a� 0 COMMUNITY -SPEC con Wae Qf/St ,Lve (7C COPYRIGHT 2002 PULTE HOME CORPORATION HEET No. 6.20 •r� 0 r I I a I J� .4q DRA1 Midwest Arch Dept DATE: 10-16-2003 REV No. DATE .0) 'P 1—jrh 11-24-03 2— jrh 12-04-03 u (u (- , -,c, -r a� 0 COMMUNITY -SPEC Wae Qf/St ,Lve GARAGE LEFT (7C COPYRIGHT 2002 PULTE HOME CORPORATION HEET No. 6.20 •r� 0 r I I a I .co LL L_J Pi]! A- 941 MIP PEILA-M IIS- 0IRIP. %S-3666 C', '_ ' 6' -Olio' LANSCPARTIAL SECOND FLOOR PLAN- SCALE- PARTIAL ALE PARTIAL FOUNDATION PLAN SCALE T/4'44' 3-224 FELLA -3365 PW -3365 vfs-3666 VS -3666 Z'x . 4'-tl 1/2' 3'_5' S-3 3/4 3-2x4 3-2x4 3-2x4 6 a. PELlA-3365 PELLA-3365 WS -3666 WS -3666 5'-3I/f - x 3'_5' 4`-tf 1f2' . FRONT PORCH IS 6' +/- CO;iC. PAD 00 MCK W. - ADJUST PER BRICK COUR%G ' n 2X6 WALL. 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Tal AN 0 1 i 1111 N 0- - SCALE: 114'44 REFERENCE SHEET 7.00 FOR SIDE ELEVATIONS AT 'A' LEVEL NOTE. ELEV.S SHOW ALL PELLA PRO -LINE WNOOWS, TYP. AREA c) nRST FLOOR 2059 SECOND FLOOR 1633 TOTAL 3692 PARTIAL GAMIDIT 1608 FULL DASElIEHT 2106 GARAGE . 705 PORCH 'A 227 PORCH 'B' 107 PORCH V 321 PORCH 'D' 134 PORCH ,E 137 7-- SHNGUES PER SPEC. /-- SOfRT MTS AS REID IX3 Oil 1X10 CORIUCE TRIM BR1 52600 ROOF KET SOLOfR COURS Yl/ 010 BLOCKS -- STOUE SILL anW PER SPEC. --'- STOIIE DETAIL +3/4' FROM BRICK 51011E DETAIL +i I/2' FRO1.I BRICK �- STOUE SHL WILOCK SIZE �— BRCK PER SPEC. I DRAVIN BY: Mid -west Arch Dept DATE: 10-16-2003 REV No.I DATE 1- jds c) 2-jrh 11-25-03 3-jrh 12-04-03 a rum( Wage of West CIa � Y L.eve14 � � � In GARAGE LEFT 4i V1 !� ra 0 H 0 r C) �-I I DRAVIN BY: Mid -west Arch Dept DATE: 10-16-2003 REV No.I DATE 1- jds 10-28-03 2-jrh 11-25-03 3-jrh 12-04-03 Vt tP''{{ V J !'r 0V-4 Io-`+ Q P., COAII.IUNiN-SPEC LEVEL Wage of West CIa � Y L.eve14 � � � In GARAGE LEFT Q COPYRIGHT 2002 PULTE HUX CORPORATION 1 1 I a 0 I REFERENCE SHEET 7.00 FOR SIDE ELEVATIONS AT 'A' LEVEL PARTIAL LEFT ELEVATION SCALE: 1/41`-0' ROOF SADDLE - SH21US PER SPEC. SOEFIT FRITS AS Rt 1X3 00 IXIO CORIICE TRIM FYPOtI X62600 ROOF - BRACKET S01.DR COURSE 19/ EHO BLOCKS DECORATIVE STfRL.., DE TAL STONE RRQI 13/4' FROU BRICK -11, STOVE RmTH + 11/2' FRaa BRICK BW PER W. SEE COMM DETA3. THIS SHEET --' OPER TO MIND — CONCRETE SILL -� BRICK RMLOCK SILL - BRICK PER SPEC. — FRONT PORCH ELEVATION DETAIL 110 SCALE 10' DIA. AT TOP OF COL 113/4' DIA. AT TOP OF ( 1'-b 314' V-8 3/4' COLUMN DETAILS Sce. 1/2'=f-0, 0 PARTIAL RIGHT SCALE: 1/41W Q COPYRIGHT 2002 PULTE HOME COMORAMON HELI No. 7.05a a a I 0 I I a� RDRAWN BY. Midwest Arch Dept j QATE• 10-16-2003 '— REV No. DATE 1—jrh 11-25-03 Q1 2—jrh 12-04-03 _ - U _ 0 1--"'+ — wail COMMUNITY-SPEC LEVEL _ - Wage of West Clay Level 4 GARAGE LEFT SCALE: 1/41W Q COPYRIGHT 2002 PULTE HOME COMORAMON HELI No. 7.05a a a I 0 I I 6 4 6 00 m o ■ Mulls Illulmill Kul 11111 CORI RIM 01 TYPICAL REAR ELEVATION SCALE 114•4-0' r - bNMM11 '14M *"IIUUUIIUUUIIUU IIUUUIIMOI milumimi I 1"M I u"llu "11UNIulluumpr 11uuu11u .- .r J 1� iiuuuiiuuulluumluuuiluuuliluuulluuulluuulliluuliuuuiiuumiuiminw�iluii: 111111HIR IMMUHIMUMIM11 11 111H1111 M111111H111111ul CONT. RIDGE MIT 7 ca SIDNIGLES PER SPEC SOFFIT VDITS AS FLUD TYP. CORMCE IRM (IX3 01-1 IXIO) - SEE DEMILS Sun COURSE Yl/ Eta BLOCKS BRICK PER SPEC. 12 ulluuulluuullR RIGHT SIDE ELEVATION sca. ■ NOTE: ELEV.S SHOW ALL PELLA PRO -UNE L tiANDOW1 S, TYP. SHIUMS PER SPEC. SOFFIT WITS AS REID TYR CORCE rdt (1)(3 0,11 IXIO) - SE DETAf.LS SOLI III COME W/ Ell) BLOCKS ECK PER SPEC. RO*AIDCK SILL BRICK PER ME DRAWN BY: Midwest Arch Dept DATE. 10-16-2003 REV No. I DATE 0 0 COMMUNITY -SPEC LEVEL wt Wage of West Clay Ch Cd Level 4 (U 41 con GARAGE LEFT co 0- I -L4 u DRAWN BY: Midwest Arch Dept DATE. 10-16-2003 REV No. I DATE 0 0 COMMUNITY -SPEC LEVEL wt Wage of West Clay Ch Cd Level 4 (U 41 con GARAGE LEFT co 0- I -L4 cn 0 DRAWN BY: Midwest Arch Dept DATE. 10-16-2003 REV No. I DATE Q COPYRIGHT 2002 PULTE HOIME CORPORATION HEET No. 9,000 I I I I I 1 0 0 COMMUNITY -SPEC LEVEL Wage of West Clay Ch Cd Level 4 (U 41 GARAGE LEFT Q COPYRIGHT 2002 PULTE HOIME CORPORATION HEET No. 9,000 I I I I I 1