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HomeMy WebLinkAbout04060228 Building PlansA& -Q. AREA FIRST FLOOR 1815 SECOND FLOOR 1635 TOTAL 3510 PARTIAL BASEILENT 1420 FULL BASEMENT 1956 GARAM 645 SIDE PORCH 33 PORCH 'A', 90 PORCH 'C' 335 PORCH 'D' 48 PORCH 'E' 120 e --------------------- FOUNDATION PLAN SCALE 1/4' = 1'-0' NOTE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYWG ALL DIMENSIONS AFFECTING CONTRACTORS PRODUCTS. 96TALLATIONS OR FABRICATIONS IN THE f1ELD PRIOR TO EVEDITING THE CONSTRUCTION OF SUCH YORK. ERRORS AND OIASSIONS MICH MAY OCCUR IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, IN WRITING, AND 61EN INSTRUCTION SHALL BE OBTAINED PRIOR TO PROCONG V41TH CONSTRUCTION. THE CONTRACTOR SHALL BE IIID K.SPONSIB<E FOR ANY ERRORS, DISCREPANCIES OR OMISSIONS FOR LOCH THE CONTRACTOR FAILED TO NOTIFY IHE ARCHITECT PRIOR TO CONSTRUCTION AND/OR FABRCATKON OF THE WORK. • ---------------------------------------------------- ------------' MERAL NDTES U1 1/2' DIA. ANCHOR BOLTS TO BE 6'-0' O.C., 12' MAX FROMCORir1 RS SOME COLUMN DIMENSIONS ARE FR NOTE LHI CENTER OF COLUMN TYP AT TOP COURSE OF BRIM PROVIDE A.B. AT BOTH SIDES OF TO EXTEMOR FACE OF BASEMENT WALL. BASEMENT VIDOW, IV. 2) VERTICAL REINFORCEMENT TO BE INSTALLED IN ACCORDANCE WITH PAD fWiNNV SIZESASSN■ S THE CURRENT LOCAL BUILDING CODE SOC. WRING CAPACITY OF 200E M 3) ALL MORTAR &(ROUT TO BE TYPE V OROUT OR TYPE 'S' GROUT, TYP. DASHED ONES REPRESENT LARGEST PORCH PAD ROBtE. THIS IS FOR SITE PLANNING ONLY. SEE ELEVATIONS FOR APPRNATE DIMENSIONING AND SIZING. Field verifyall dimensions DO NOT SCALE D.RA WINGS. NOTE FIELD UFTNiFY UTILITY LOCATIONS FOR SIDE OF HOUSE Nw/ SUPERINTEDANT NOTE- FIELD OTEFIELD VERIFY LOC. OF SUMP PUMP w/ SLIPERINTENDANT DRAWN BY: Midwest Arch Dept OAT; 12-11-2003 0 cop YRI PULTE HOME CORPORATION COMMUNITY—SPEC LEVEL Wage of West Clay Level 4 GARAGE LEFT PLAN Name / No. Ellsworth II 3510 3510-IN-Lev4-130 SHEET No. 1.30 I a I a I Rei ~�ffM CAPACITY i ------------------------------- -�i" T----------------------------- ii o J,; � ---------------------------------- ARCHITECT, IN WRITING, AND 61EN INSTRUCTION SHALL BE OBTAINED PRIOR TO PROCONG V41TH CONSTRUCTION. THE CONTRACTOR SHALL BE IIID K.SPONSIB<E FOR ANY ERRORS, DISCREPANCIES OR OMISSIONS FOR LOCH THE CONTRACTOR FAILED TO NOTIFY IHE ARCHITECT PRIOR TO CONSTRUCTION AND/OR FABRCATKON OF THE WORK. • ---------------------------------------------------- ------------' MERAL NDTES U1 1/2' DIA. ANCHOR BOLTS TO BE 6'-0' O.C., 12' MAX FROMCORir1 RS SOME COLUMN DIMENSIONS ARE FR NOTE LHI CENTER OF COLUMN TYP AT TOP COURSE OF BRIM PROVIDE A.B. AT BOTH SIDES OF TO EXTEMOR FACE OF BASEMENT WALL. BASEMENT VIDOW, IV. 2) VERTICAL REINFORCEMENT TO BE INSTALLED IN ACCORDANCE WITH PAD fWiNNV SIZESASSN■ S THE CURRENT LOCAL BUILDING CODE SOC. WRING CAPACITY OF 200E M 3) ALL MORTAR &(ROUT TO BE TYPE V OROUT OR TYPE 'S' GROUT, TYP. DASHED ONES REPRESENT LARGEST PORCH PAD ROBtE. THIS IS FOR SITE PLANNING ONLY. SEE ELEVATIONS FOR APPRNATE DIMENSIONING AND SIZING. Field verifyall dimensions DO NOT SCALE D.RA WINGS. NOTE FIELD UFTNiFY UTILITY LOCATIONS FOR SIDE OF HOUSE Nw/ SUPERINTEDANT NOTE- FIELD OTEFIELD VERIFY LOC. OF SUMP PUMP w/ SLIPERINTENDANT DRAWN BY: Midwest Arch Dept OAT; 12-11-2003 0 cop YRI PULTE HOME CORPORATION COMMUNITY—SPEC LEVEL Wage of West Clay Level 4 GARAGE LEFT PLAN Name / No. Ellsworth II 3510 3510-IN-Lev4-130 SHEET No. 1.30 I a I a I Rei i PLAN FOR HEADER SIZE _BOTTOM PLATE TRIPLE WINDOW MALL DETAIL SCALE : 1/4' = 1'4 ATE TO Y W/ Is AT IRST f0 EACH ER PLY MON FRAMING MATERIAL AND CONNECTION SPECIFICATIONS: 1. EXTERIOR WALL SHEATHING. STRUCTURAL BRACE WALL SHEATHING BY LUDLOW COATED PRODUCTS. ATTACH TO FRAMING WITH 7/16' CROWN x 1 1/4" LONG, 16 GAGE STAPLES AT 3' ON CENTER AT PANEL EDGES AND 6' ON CENTER AT INTERMEDIATE FRAMING MEMBERS. 2. EXTERIOR WALL SHEATHING REQUIRED ON EXTERIOR SIDE OF COMMON GARAGE/LAUNDRY ROOM WALL 3. ROOF SHEATHING: 7/16' THICK, APA—RATED SHEATHING. ATTACH TO FRAMING WITH 8d COMMON NAILS AT 6' ON CENTER AT PANEL EDGES AND 12" ON CENTER AT INTERMEDIATE FRAMING MEMBERS. 4. FLOOR SHEATHING: 3/4' THICK, APA—RATED SHEATHING. ATTACH TO FRAMING WITH 8d COMMON NAILS AT 6' ON CENTER AT PANEL EDGES AND 12' ON CENTER AT INTERMEDIATE FRAMING MEMBERS. 5. INTERIOR DRYWALL — MINIMUM TYPICAL ATTACHMENT No. 6 SCREWS BY W LONG AT 6' O.C. AT PANEL EDGES AND 12' Q.C. AT INTERMEDIATE MEMBERS. 6. FRAMING CONNECTIONS: A. ROOF TRUSSES TO TOP PLATE: (4) 16d NAILS (TOENAILED). B. ROOF TRUSSES TO SIDE WALL TOP PLATES: 16d NAILS AT 6' O.C. C. SECOND FLOOR EXTERIOR WALL BOTTOM PLATES TO RIM BOARD: 16d NAILS AT 10" O.C. D. SECOND FLOOR RIM JOIST TO FIRST FLOOR EXTERIOR WALL TOP PLATE: 16d NAILS (TOEWAILED) AT 10' O.C. SECOND FLOOR JOISTS TO FIRST FLOOR EXTERIOR AND INTERIOR WALL TOP PLATE: (3) 16d NAILS. L FIRST FLOOR INTERIOR WALL BOTTOM PLATE: (2) 16d NAIL PER JOIST. F. FIRST FLOOR EXTERIOR WALL BOTTOM PLATE TO RIM BOARD: 16d NAILS AT 10' ON CEPTER. G. FIRST FLOOR RIM JOIST TO BASEMENT EXTERIOR WALL TOP PLATE (AS APPLICABLE): 16d NAILS AT 8" O.C. 7. ANCHOR BOLTS: 1/2' DIAMETER AT 6' ON CENTER (1' MINIMUM EMBEDMENT). GARAGE STAIR DETAIL SCALE : 1' = 1'-0' IF 4 OR -MORE RiSERS, THEM MUST BE A KNEEVIALL BUILT ON BOTH SIDES OF STAIR - HANDRAIL MUST BE NO HIGHER THAN 38' AND NO LESS THAN 347 FROM NOSING ON TREAD TO TOP OF HANDRAIL - THERE MUST BE NO LESS THAN 1 11r BETWEEN WALL AND HANDRAIL 1X8 WD. CAP CASING HANDRAIL 1X6 WD. WRAP BD. UNDER RAIL NOTES : 1. ALL CASED OPENINGS GREATER THAN 48' WIDE HOLD HEADER TIGHT TO PLATE 2. ALL BI -FOLD DOORS R -0.'S = 1 1/2' WIDER THAN DOORS HEADER HT. = 82' AFF 3. ALL BI—PASS DOORS R.O.'S = 1' WDER THAN DOOR HEADER HT = 83' AFF 4. TOWEL BARS (TB) OVER CABINETS AND TOILETS BLOCKING TO BE 55' AFF TO CL 5. TOWEL 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 N ART NICHE DETAIL SCALE: i/2' = 1'-0' GYP 80 PAINTED IX SKI. W/ TRIM PER SPEC cli PEVA-3765 PELTA -3765 WS -3666 20'-1' WS --3666 iv 3-2x4 PRE-ENGINEERED NC100 ROOF TRUSSES AT 24' O.C. MAX FOR ELEVATONS NTH BRICK, INSTALL 3x5i (LONG LEG m OVA) STEEL ANGLE. ATTACH TO LVL LEADER MTH (1) Y DIAMETER x 3 J' LONG _ _ TAG BOLT AT VIDSPAN. F222X30 ATTC� a I ACCESS PER I LCDDE _ J W a� x x `v M " GARAGE 5/8' F.C. DRYWALL ON COITION M "' WA s) ANN WIG 3--2x4 ._ LINE OF 2ND F� ABOVE , 5-2x4 2-2x4 ( WI0x26 I cS �I Q �I `,ter N iI SEE GARAGE STAIR DETAIL THIS SHT FOR IFURTHER I10. I7 L -2x4 I lV 2/8 N I 59'-0' 38'-4" 16'-41/2- 10'-3 1/2' 11'-8' 6'-11 1/4' Y-5 1/4' . 3'-5 1/4" 2'-6 3/4' t 5-0" 5'-3 1/2' . 2'-9 1/2' 5-1' PRE -BATT AND T-PLY7 N I A PELLA-3371 1. L PEWI-3311 NS -36721 2- WS -3672 1 ., HEARTH AND SURROUND PER LOCAL CODE FAMILY ROOM - 2 STORY, VAULTED 2'-61/2" 2'-61/2" 3'-9 1/2' P -3371 1 WS 3672 606E SGS 2-2x10 I N 3-2x4 "' 3-2x4 N -- o Y� 242�7Q FLUSH BEAM PER OJ LAYOUT- - - ;`-----z; III _4 L ' SINK iX t II1 i I 10'-0" DW 11'-8' x $ NOOK "' 6'-0" 3'-61/2' V4 Ca 72' X 36' KITCHEN ;' 0 N III c M ISLAND '� Q o III � • III KITCHEN n17 I' ( 12'-1 T J4' - 9'-0' CLC 2'-5 3/4' 7-1' LII Eg I 3068 CO I IuL _ J 2x1 12' DROP aM I i' LAUN. 2 ,:, I y FIREBLO3(ING AS REU'D PAN / 8 9'-0" CLC. 2/8 I ^ 2/8 PW 59 `.► I 2/8 2/8 i 8X8 FINISHED COL, d - 9 G ; 8'-B 1/2' 4'-2 1/2' 2'-1' '-0" 7' 12'-11'Typ 7" 1'-0 3'-T 5'-1' a 4'-10 0 3068 CO TI IDR - o °O - � �� —12' _ _ _ DROP HDR — I C-, ART NICHE - ` SEE DETAIL WALKWAY FRAMING PER'0,4 N N I I I '- THIS SHL OJ LAYOUT `� 218 L J I , f , f , , I I 12' DROP HDR I —.._ L�...._I I f I , I 2X6 i LINE OF 2ND FLOOR — — , 7' 3'-3 3/4' 7" 10'-7' 0 12'-13068 CO co q '• � i ��`/ 8xg FINISHED COL, D 2/0 N � " 9'-10 1 2 3'-8 1/2' ^ I I n, N 1 PRE -BATF AND T -PLY / " HANDRAIL AND I = ------------_ BALUSTRADE PER SPEC. I I I III - SEE SNL 310 I ISI 1 -------------- I I LIBRABRY ----- ------ FOYER I IIT LIVING ROOM DINING ROOM 9'-O' aG. ------ ------ - 2 STORY I I;I o .� - 9'-O' aG 9'-0" CL& lIl HEARTH AND SURROUND ------ '----- I Il PER LOCAL CODE i II N N 13'-7' 3'-4' 2/1 9'-1 1/2" 14'-7 1/2" 2-2X10 u•� � 'at " C 310 W/ 12 SIDE LITES REF.ELEVS O N lV REF.ELEVS----------- REF. ELEY.S 2'-31/2" 2'-21/2' i6'-0' 10'-11/2' 16'-0' 12'-41/2' -------------------- 4-6' , o, , , s I 1 , I I , , DASHED LINES REPRESENT LARGEST PORCH PAD POSSIBLE TO IS FOR `----------------= 51E PLANNING ONLY. SEE ETFIIAAONS ----------- ------ FOR APPROPRIATE NIENSONIIG AND o ' SIZING. , I I , FIRST FLOOR PLAN SCALE 1/4' = 1'-0' NOTE: ALL DIMENSIONS ARE FROM FACE OF STUD TO NOTE FACE OF STUD. ALL STUDS ARE 31/2' UNLESS NOTED. CONMCTOR SHALL BE RESPONSIBLE FOR VERIf11NG ARCHITECT, IN OW AND WRITTEN INSTRUCTION SHALL �T �+. ,� ]dimensions ALL DIMENSIONS PRESENTED HERE ARE FRAME ALL NWENSIONS AFFECTING CONTRACTOWS PRODUCTS. BE OBTAINED PRIOR TO PROCEEDING KITH CONSTRUCTION. Field V �l y L�lI EX[MENSONS ONLY - SEE SHT. 1.1 FOR FOUNDATION INSTALATIONS OR FABRICATIONS IN THE FTID PRIOR TO THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY � oN o �M •rr�- �1 r V1 r� r� o �z n H �U V lV u� �v a W-4 �, v �V) � COMMUNITY -SPEC LEVEL 1.14 0 Visage of West Cay N Level 4 � GARAGE LEFT 0 U PLAN Name / No. Ellsworth 11 x° 3510 W r4 Nd DRAWN BY: Midwest Arch Dept DATE. 12-11-2003 FOOTPRINT. EXPETITNG THE CONSIRUI:TGXN OF SUCIN 104wL ERRORS, DISCREPANCXS oR O+IssioNS FOR IHK1i THE DD NOT SCAL.M�' DRA WINGS. REVIEW ALL WINDOW HDR HEIGHTS PER PLATE HL AND EIM AND OMISSIONS f iCH MAY OCCUR IN THE CONTRACT CONTRACTOR FAKED TO NOTIFY THE ARCHTECT PRIOR I VERIFY W/ ELEVATIONS AND CORNICE DETAILS DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE TO CONSTRUCTION ANDJOR FABRICATION OF THE WORK. ® COPYRIGHT LTE HOME CORPORATION HEET No. 2.10 s 0 111 0 0 1 I I ---�—_ �FIM Sa i'' PER STUD + NOTE ► HEADER `-Ifid NAILS ff OC. AT f ►1 EACH HEADER ME)M 1f O.C. NAIL, WCENT KING y.PER (WNDOW R.O. SPEC) PLATE AND HFA NTH I ►1, NAILS, TYPICAL __MPPLES AT W ►► _BOTTOM PLATE TRIPLE WINDOW MALL DETAIL SCALE : 1/4' = 1'4 ATE TO Y W/ Is AT IRST f0 EACH ER PLY MON FRAMING MATERIAL AND CONNECTION SPECIFICATIONS: 1. EXTERIOR WALL SHEATHING. STRUCTURAL BRACE WALL SHEATHING BY LUDLOW COATED PRODUCTS. ATTACH TO FRAMING WITH 7/16' CROWN x 1 1/4" LONG, 16 GAGE STAPLES AT 3' ON CENTER AT PANEL EDGES AND 6' ON CENTER AT INTERMEDIATE FRAMING MEMBERS. 2. EXTERIOR WALL SHEATHING REQUIRED ON EXTERIOR SIDE OF COMMON GARAGE/LAUNDRY ROOM WALL 3. ROOF SHEATHING: 7/16' THICK, APA—RATED SHEATHING. ATTACH TO FRAMING WITH 8d COMMON NAILS AT 6' ON CENTER AT PANEL EDGES AND 12" ON CENTER AT INTERMEDIATE FRAMING MEMBERS. 4. FLOOR SHEATHING: 3/4' THICK, APA—RATED SHEATHING. ATTACH TO FRAMING WITH 8d COMMON NAILS AT 6' ON CENTER AT PANEL EDGES AND 12' ON CENTER AT INTERMEDIATE FRAMING MEMBERS. 5. INTERIOR DRYWALL — MINIMUM TYPICAL ATTACHMENT No. 6 SCREWS BY W LONG AT 6' O.C. AT PANEL EDGES AND 12' Q.C. AT INTERMEDIATE MEMBERS. 6. FRAMING CONNECTIONS: A. ROOF TRUSSES TO TOP PLATE: (4) 16d NAILS (TOENAILED). B. ROOF TRUSSES TO SIDE WALL TOP PLATES: 16d NAILS AT 6' O.C. C. SECOND FLOOR EXTERIOR WALL BOTTOM PLATES TO RIM BOARD: 16d NAILS AT 10" O.C. D. SECOND FLOOR RIM JOIST TO FIRST FLOOR EXTERIOR WALL TOP PLATE: 16d NAILS (TOEWAILED) AT 10' O.C. SECOND FLOOR JOISTS TO FIRST FLOOR EXTERIOR AND INTERIOR WALL TOP PLATE: (3) 16d NAILS. L FIRST FLOOR INTERIOR WALL BOTTOM PLATE: (2) 16d NAIL PER JOIST. F. FIRST FLOOR EXTERIOR WALL BOTTOM PLATE TO RIM BOARD: 16d NAILS AT 10' ON CEPTER. G. FIRST FLOOR RIM JOIST TO BASEMENT EXTERIOR WALL TOP PLATE (AS APPLICABLE): 16d NAILS AT 8" O.C. 7. ANCHOR BOLTS: 1/2' DIAMETER AT 6' ON CENTER (1' MINIMUM EMBEDMENT). GARAGE STAIR DETAIL SCALE : 1' = 1'-0' IF 4 OR -MORE RiSERS, THEM MUST BE A KNEEVIALL BUILT ON BOTH SIDES OF STAIR - HANDRAIL MUST BE NO HIGHER THAN 38' AND NO LESS THAN 347 FROM NOSING ON TREAD TO TOP OF HANDRAIL - THERE MUST BE NO LESS THAN 1 11r BETWEEN WALL AND HANDRAIL 1X8 WD. CAP CASING HANDRAIL 1X6 WD. WRAP BD. UNDER RAIL NOTES : 1. ALL CASED OPENINGS GREATER THAN 48' WIDE HOLD HEADER TIGHT TO PLATE 2. ALL BI -FOLD DOORS R -0.'S = 1 1/2' WIDER THAN DOORS HEADER HT. = 82' AFF 3. ALL BI—PASS DOORS R.O.'S = 1' WDER THAN DOOR HEADER HT = 83' AFF 4. TOWEL BARS (TB) OVER CABINETS AND TOILETS BLOCKING TO BE 55' AFF TO CL 5. TOWEL 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 N ART NICHE DETAIL SCALE: i/2' = 1'-0' GYP 80 PAINTED IX SKI. W/ TRIM PER SPEC cli PEVA-3765 PELTA -3765 WS -3666 20'-1' WS --3666 iv 3-2x4 PRE-ENGINEERED NC100 ROOF TRUSSES AT 24' O.C. MAX FOR ELEVATONS NTH BRICK, INSTALL 3x5i (LONG LEG m OVA) STEEL ANGLE. ATTACH TO LVL LEADER MTH (1) Y DIAMETER x 3 J' LONG _ _ TAG BOLT AT VIDSPAN. F222X30 ATTC� a I ACCESS PER I LCDDE _ J W a� x x `v M " GARAGE 5/8' F.C. DRYWALL ON COITION M "' WA s) ANN WIG 3--2x4 ._ LINE OF 2ND F� ABOVE , 5-2x4 2-2x4 ( WI0x26 I cS �I Q �I `,ter N iI SEE GARAGE STAIR DETAIL THIS SHT FOR IFURTHER I10. I7 L -2x4 I lV 2/8 N I 59'-0' 38'-4" 16'-41/2- 10'-3 1/2' 11'-8' 6'-11 1/4' Y-5 1/4' . 3'-5 1/4" 2'-6 3/4' t 5-0" 5'-3 1/2' . 2'-9 1/2' 5-1' PRE -BATT AND T-PLY7 N I A PELLA-3371 1. L PEWI-3311 NS -36721 2- WS -3672 1 ., HEARTH AND SURROUND PER LOCAL CODE FAMILY ROOM - 2 STORY, VAULTED 2'-61/2" 2'-61/2" 3'-9 1/2' P -3371 1 WS 3672 606E SGS 2-2x10 I N 3-2x4 "' 3-2x4 N -- o Y� 242�7Q FLUSH BEAM PER OJ LAYOUT- - - ;`-----z; III _4 L ' SINK iX t II1 i I 10'-0" DW 11'-8' x $ NOOK "' 6'-0" 3'-61/2' V4 Ca 72' X 36' KITCHEN ;' 0 N III c M ISLAND '� Q o III � • III KITCHEN n17 I' ( 12'-1 T J4' - 9'-0' CLC 2'-5 3/4' 7-1' LII Eg I 3068 CO I IuL _ J 2x1 12' DROP aM I i' LAUN. 2 ,:, I y FIREBLO3(ING AS REU'D PAN / 8 9'-0" CLC. 2/8 I ^ 2/8 PW 59 `.► I 2/8 2/8 i 8X8 FINISHED COL, d - 9 G ; 8'-B 1/2' 4'-2 1/2' 2'-1' '-0" 7' 12'-11'Typ 7" 1'-0 3'-T 5'-1' a 4'-10 0 3068 CO TI IDR - o °O - � �� —12' _ _ _ DROP HDR — I C-, ART NICHE - ` SEE DETAIL WALKWAY FRAMING PER'0,4 N N I I I '- THIS SHL OJ LAYOUT `� 218 L J I , f , f , , I I 12' DROP HDR I —.._ L�...._I I f I , I 2X6 i LINE OF 2ND FLOOR — — , 7' 3'-3 3/4' 7" 10'-7' 0 12'-13068 CO co q '• � i ��`/ 8xg FINISHED COL, D 2/0 N � " 9'-10 1 2 3'-8 1/2' ^ I I n, N 1 PRE -BATF AND T -PLY / " HANDRAIL AND I = ------------_ BALUSTRADE PER SPEC. I I I III - SEE SNL 310 I ISI 1 -------------- I I LIBRABRY ----- ------ FOYER I IIT LIVING ROOM DINING ROOM 9'-O' aG. ------ ------ - 2 STORY I I;I o .� - 9'-O' aG 9'-0" CL& lIl HEARTH AND SURROUND ------ '----- I Il PER LOCAL CODE i II N N 13'-7' 3'-4' 2/1 9'-1 1/2" 14'-7 1/2" 2-2X10 u•� � 'at " C 310 W/ 12 SIDE LITES REF.ELEVS O N lV REF.ELEVS----------- REF. ELEY.S 2'-31/2" 2'-21/2' i6'-0' 10'-11/2' 16'-0' 12'-41/2' -------------------- 4-6' , o, , , s I 1 , I I , , DASHED LINES REPRESENT LARGEST PORCH PAD POSSIBLE TO IS FOR `----------------= 51E PLANNING ONLY. SEE ETFIIAAONS ----------- ------ FOR APPROPRIATE NIENSONIIG AND o ' SIZING. , I I , FIRST FLOOR PLAN SCALE 1/4' = 1'-0' NOTE: ALL DIMENSIONS ARE FROM FACE OF STUD TO NOTE FACE OF STUD. ALL STUDS ARE 31/2' UNLESS NOTED. CONMCTOR SHALL BE RESPONSIBLE FOR VERIf11NG ARCHITECT, IN OW AND WRITTEN INSTRUCTION SHALL �T �+. ,� ]dimensions ALL DIMENSIONS PRESENTED HERE ARE FRAME ALL NWENSIONS AFFECTING CONTRACTOWS PRODUCTS. BE OBTAINED PRIOR TO PROCEEDING KITH CONSTRUCTION. Field V �l y L�lI EX[MENSONS ONLY - SEE SHT. 1.1 FOR FOUNDATION INSTALATIONS OR FABRICATIONS IN THE FTID PRIOR TO THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY � oN o �M •rr�- �1 r V1 r� r� o �z n H �U V lV u� �v a W-4 �, v �V) � COMMUNITY -SPEC LEVEL 1.14 0 Visage of West Cay N Level 4 � GARAGE LEFT 0 U PLAN Name / No. Ellsworth 11 x° 3510 W r4 Nd DRAWN BY: Midwest Arch Dept DATE. 12-11-2003 FOOTPRINT. EXPETITNG THE CONSIRUI:TGXN OF SUCIN 104wL ERRORS, DISCREPANCXS oR O+IssioNS FOR IHK1i THE DD NOT SCAL.M�' DRA WINGS. REVIEW ALL WINDOW HDR HEIGHTS PER PLATE HL AND EIM AND OMISSIONS f iCH MAY OCCUR IN THE CONTRACT CONTRACTOR FAKED TO NOTIFY THE ARCHTECT PRIOR I VERIFY W/ ELEVATIONS AND CORNICE DETAILS DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE TO CONSTRUCTION ANDJOR FABRICATION OF THE WORK. ® COPYRIGHT LTE HOME CORPORATION HEET No. 2.10 s 0 111 0 0 1 I I ART NICHE DETAIL SCALE: i/2' = 1'-0' GYP 80 PAINTED IX SKI. W/ TRIM PER SPEC cli PEVA-3765 PELTA -3765 WS -3666 20'-1' WS --3666 iv 3-2x4 PRE-ENGINEERED NC100 ROOF TRUSSES AT 24' O.C. MAX FOR ELEVATONS NTH BRICK, INSTALL 3x5i (LONG LEG m OVA) STEEL ANGLE. ATTACH TO LVL LEADER MTH (1) Y DIAMETER x 3 J' LONG _ _ TAG BOLT AT VIDSPAN. F222X30 ATTC� a I ACCESS PER I LCDDE _ J W a� x x `v M " GARAGE 5/8' F.C. DRYWALL ON COITION M "' WA s) ANN WIG 3--2x4 ._ LINE OF 2ND F� ABOVE , 5-2x4 2-2x4 ( WI0x26 I cS �I Q �I `,ter N iI SEE GARAGE STAIR DETAIL THIS SHT FOR IFURTHER I10. I7 L -2x4 I lV 2/8 N I 59'-0' 38'-4" 16'-41/2- 10'-3 1/2' 11'-8' 6'-11 1/4' Y-5 1/4' . 3'-5 1/4" 2'-6 3/4' t 5-0" 5'-3 1/2' . 2'-9 1/2' 5-1' PRE -BATT AND T-PLY7 N I A PELLA-3371 1. L PEWI-3311 NS -36721 2- WS -3672 1 ., HEARTH AND SURROUND PER LOCAL CODE FAMILY ROOM - 2 STORY, VAULTED 2'-61/2" 2'-61/2" 3'-9 1/2' P -3371 1 WS 3672 606E SGS 2-2x10 I N 3-2x4 "' 3-2x4 N -- o Y� 242�7Q FLUSH BEAM PER OJ LAYOUT- - - ;`-----z; III _4 L ' SINK iX t II1 i I 10'-0" DW 11'-8' x $ NOOK "' 6'-0" 3'-61/2' V4 Ca 72' X 36' KITCHEN ;' 0 N III c M ISLAND '� Q o III � • III KITCHEN n17 I' ( 12'-1 T J4' - 9'-0' CLC 2'-5 3/4' 7-1' LII Eg I 3068 CO I IuL _ J 2x1 12' DROP aM I i' LAUN. 2 ,:, I y FIREBLO3(ING AS REU'D PAN / 8 9'-0" CLC. 2/8 I ^ 2/8 PW 59 `.► I 2/8 2/8 i 8X8 FINISHED COL, d - 9 G ; 8'-B 1/2' 4'-2 1/2' 2'-1' '-0" 7' 12'-11'Typ 7" 1'-0 3'-T 5'-1' a 4'-10 0 3068 CO TI IDR - o °O - � �� —12' _ _ _ DROP HDR — I C-, ART NICHE - ` SEE DETAIL WALKWAY FRAMING PER'0,4 N N I I I '- THIS SHL OJ LAYOUT `� 218 L J I , f , f , , I I 12' DROP HDR I —.._ L�...._I I f I , I 2X6 i LINE OF 2ND FLOOR — — , 7' 3'-3 3/4' 7" 10'-7' 0 12'-13068 CO co q '• � i ��`/ 8xg FINISHED COL, D 2/0 N � " 9'-10 1 2 3'-8 1/2' ^ I I n, N 1 PRE -BATF AND T -PLY / " HANDRAIL AND I = ------------_ BALUSTRADE PER SPEC. I I I III - SEE SNL 310 I ISI 1 -------------- I I LIBRABRY ----- ------ FOYER I IIT LIVING ROOM DINING ROOM 9'-O' aG. ------ ------ - 2 STORY I I;I o .� - 9'-O' aG 9'-0" CL& lIl HEARTH AND SURROUND ------ '----- I Il PER LOCAL CODE i II N N 13'-7' 3'-4' 2/1 9'-1 1/2" 14'-7 1/2" 2-2X10 u•� � 'at " C 310 W/ 12 SIDE LITES REF.ELEVS O N lV REF.ELEVS----------- REF. ELEY.S 2'-31/2" 2'-21/2' i6'-0' 10'-11/2' 16'-0' 12'-41/2' -------------------- 4-6' , o, , , s I 1 , I I , , DASHED LINES REPRESENT LARGEST PORCH PAD POSSIBLE TO IS FOR `----------------= 51E PLANNING ONLY. SEE ETFIIAAONS ----------- ------ FOR APPROPRIATE NIENSONIIG AND o ' SIZING. , I I , FIRST FLOOR PLAN SCALE 1/4' = 1'-0' NOTE: ALL DIMENSIONS ARE FROM FACE OF STUD TO NOTE FACE OF STUD. ALL STUDS ARE 31/2' UNLESS NOTED. CONMCTOR SHALL BE RESPONSIBLE FOR VERIf11NG ARCHITECT, IN OW AND WRITTEN INSTRUCTION SHALL �T �+. ,� ]dimensions ALL DIMENSIONS PRESENTED HERE ARE FRAME ALL NWENSIONS AFFECTING CONTRACTOWS PRODUCTS. BE OBTAINED PRIOR TO PROCEEDING KITH CONSTRUCTION. Field V �l y L�lI EX[MENSONS ONLY - SEE SHT. 1.1 FOR FOUNDATION INSTALATIONS OR FABRICATIONS IN THE FTID PRIOR TO THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY � oN o �M •rr�- �1 r V1 r� r� o �z n H �U V lV u� �v a W-4 �, v �V) � COMMUNITY -SPEC LEVEL 1.14 0 Visage of West Cay N Level 4 � GARAGE LEFT 0 U PLAN Name / No. Ellsworth 11 x° 3510 W r4 Nd DRAWN BY: Midwest Arch Dept DATE. 12-11-2003 FOOTPRINT. EXPETITNG THE CONSIRUI:TGXN OF SUCIN 104wL ERRORS, DISCREPANCXS oR O+IssioNS FOR IHK1i THE DD NOT SCAL.M�' DRA WINGS. REVIEW ALL WINDOW HDR HEIGHTS PER PLATE HL AND EIM AND OMISSIONS f iCH MAY OCCUR IN THE CONTRACT CONTRACTOR FAKED TO NOTIFY THE ARCHTECT PRIOR I VERIFY W/ ELEVATIONS AND CORNICE DETAILS DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE TO CONSTRUCTION ANDJOR FABRICATION OF THE WORK. ® COPYRIGHT LTE HOME CORPORATION HEET No. 2.10 s 0 111 0 0 1 I I L -2x4 I lV 2/8 N I 59'-0' 38'-4" 16'-41/2- 10'-3 1/2' 11'-8' 6'-11 1/4' Y-5 1/4' . 3'-5 1/4" 2'-6 3/4' t 5-0" 5'-3 1/2' . 2'-9 1/2' 5-1' PRE -BATT AND T-PLY7 N I A PELLA-3371 1. L PEWI-3311 NS -36721 2- WS -3672 1 ., HEARTH AND SURROUND PER LOCAL CODE FAMILY ROOM - 2 STORY, VAULTED 2'-61/2" 2'-61/2" 3'-9 1/2' P -3371 1 WS 3672 606E SGS 2-2x10 I N 3-2x4 "' 3-2x4 N -- o Y� 242�7Q FLUSH BEAM PER OJ LAYOUT- - - ;`-----z; III _4 L ' SINK iX t II1 i I 10'-0" DW 11'-8' x $ NOOK "' 6'-0" 3'-61/2' V4 Ca 72' X 36' KITCHEN ;' 0 N III c M ISLAND '� Q o III � • III KITCHEN n17 I' ( 12'-1 T J4' - 9'-0' CLC 2'-5 3/4' 7-1' LII Eg I 3068 CO I IuL _ J 2x1 12' DROP aM I i' LAUN. 2 ,:, I y FIREBLO3(ING AS REU'D PAN / 8 9'-0" CLC. 2/8 I ^ 2/8 PW 59 `.► I 2/8 2/8 i 8X8 FINISHED COL, d - 9 G ; 8'-B 1/2' 4'-2 1/2' 2'-1' '-0" 7' 12'-11'Typ 7" 1'-0 3'-T 5'-1' a 4'-10 0 3068 CO TI IDR - o °O - � �� —12' _ _ _ DROP HDR — I C-, ART NICHE - ` SEE DETAIL WALKWAY FRAMING PER'0,4 N N I I I '- THIS SHL OJ LAYOUT `� 218 L J I , f , f , , I I 12' DROP HDR I —.._ L�...._I I f I , I 2X6 i LINE OF 2ND FLOOR — — , 7' 3'-3 3/4' 7" 10'-7' 0 12'-13068 CO co q '• � i ��`/ 8xg FINISHED COL, D 2/0 N � " 9'-10 1 2 3'-8 1/2' ^ I I n, N 1 PRE -BATF AND T -PLY / " HANDRAIL AND I = ------------_ BALUSTRADE PER SPEC. I I I III - SEE SNL 310 I ISI 1 -------------- I I LIBRABRY ----- ------ FOYER I IIT LIVING ROOM DINING ROOM 9'-O' aG. ------ ------ - 2 STORY I I;I o .� - 9'-O' aG 9'-0" CL& lIl HEARTH AND SURROUND ------ '----- I Il PER LOCAL CODE i II N N 13'-7' 3'-4' 2/1 9'-1 1/2" 14'-7 1/2" 2-2X10 u•� � 'at " C 310 W/ 12 SIDE LITES REF.ELEVS O N lV REF.ELEVS----------- REF. ELEY.S 2'-31/2" 2'-21/2' i6'-0' 10'-11/2' 16'-0' 12'-41/2' -------------------- 4-6' , o, , , s I 1 , I I , , DASHED LINES REPRESENT LARGEST PORCH PAD POSSIBLE TO IS FOR `----------------= 51E PLANNING ONLY. SEE ETFIIAAONS ----------- ------ FOR APPROPRIATE NIENSONIIG AND o ' SIZING. , I I , FIRST FLOOR PLAN SCALE 1/4' = 1'-0' NOTE: ALL DIMENSIONS ARE FROM FACE OF STUD TO NOTE FACE OF STUD. ALL STUDS ARE 31/2' UNLESS NOTED. CONMCTOR SHALL BE RESPONSIBLE FOR VERIf11NG ARCHITECT, IN OW AND WRITTEN INSTRUCTION SHALL �T �+. ,� ]dimensions ALL DIMENSIONS PRESENTED HERE ARE FRAME ALL NWENSIONS AFFECTING CONTRACTOWS PRODUCTS. BE OBTAINED PRIOR TO PROCEEDING KITH CONSTRUCTION. Field V �l y L�lI EX[MENSONS ONLY - SEE SHT. 1.1 FOR FOUNDATION INSTALATIONS OR FABRICATIONS IN THE FTID PRIOR TO THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY � oN o �M •rr�- �1 r V1 r� r� o �z n H �U V lV u� �v a W-4 �, v �V) � COMMUNITY -SPEC LEVEL 1.14 0 Visage of West Cay N Level 4 � GARAGE LEFT 0 U PLAN Name / No. Ellsworth 11 x° 3510 W r4 Nd DRAWN BY: Midwest Arch Dept DATE. 12-11-2003 FOOTPRINT. EXPETITNG THE CONSIRUI:TGXN OF SUCIN 104wL ERRORS, DISCREPANCXS oR O+IssioNS FOR IHK1i THE DD NOT SCAL.M�' DRA WINGS. REVIEW ALL WINDOW HDR HEIGHTS PER PLATE HL AND EIM AND OMISSIONS f iCH MAY OCCUR IN THE CONTRACT CONTRACTOR FAKED TO NOTIFY THE ARCHTECT PRIOR I VERIFY W/ ELEVATIONS AND CORNICE DETAILS DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE TO CONSTRUCTION ANDJOR FABRICATION OF THE WORK. ® COPYRIGHT LTE HOME CORPORATION HEET No. 2.10 s 0 111 0 0 1 I I 9'-0" CLC. 2/8 I ^ 2/8 PW 59 `.► I 2/8 2/8 i 8X8 FINISHED COL, d - 9 G ; 8'-B 1/2' 4'-2 1/2' 2'-1' '-0" 7' 12'-11'Typ 7" 1'-0 3'-T 5'-1' a 4'-10 0 3068 CO TI IDR - o °O - � �� —12' _ _ _ DROP HDR — I C-, ART NICHE - ` SEE DETAIL WALKWAY FRAMING PER'0,4 N N I I I '- THIS SHL OJ LAYOUT `� 218 L J I , f , f , , I I 12' DROP HDR I —.._ L�...._I I f I , I 2X6 i LINE OF 2ND FLOOR — — , 7' 3'-3 3/4' 7" 10'-7' 0 12'-13068 CO co q '• � i ��`/ 8xg FINISHED COL, D 2/0 N � " 9'-10 1 2 3'-8 1/2' ^ I I n, N 1 PRE -BATF AND T -PLY / " HANDRAIL AND I = ------------_ BALUSTRADE PER SPEC. I I I III - SEE SNL 310 I ISI 1 -------------- I I LIBRABRY ----- ------ FOYER I IIT LIVING ROOM DINING ROOM 9'-O' aG. ------ ------ - 2 STORY I I;I o .� - 9'-O' aG 9'-0" CL& lIl HEARTH AND SURROUND ------ '----- I Il PER LOCAL CODE i II N N 13'-7' 3'-4' 2/1 9'-1 1/2" 14'-7 1/2" 2-2X10 u•� � 'at " C 310 W/ 12 SIDE LITES REF.ELEVS O N lV REF.ELEVS----------- REF. ELEY.S 2'-31/2" 2'-21/2' i6'-0' 10'-11/2' 16'-0' 12'-41/2' -------------------- 4-6' , o, , , s I 1 , I I , , DASHED LINES REPRESENT LARGEST PORCH PAD POSSIBLE TO IS FOR `----------------= 51E PLANNING ONLY. SEE ETFIIAAONS ----------- ------ FOR APPROPRIATE NIENSONIIG AND o ' SIZING. , I I , FIRST FLOOR PLAN SCALE 1/4' = 1'-0' NOTE: ALL DIMENSIONS ARE FROM FACE OF STUD TO NOTE FACE OF STUD. ALL STUDS ARE 31/2' UNLESS NOTED. CONMCTOR SHALL BE RESPONSIBLE FOR VERIf11NG ARCHITECT, IN OW AND WRITTEN INSTRUCTION SHALL �T �+. ,� ]dimensions ALL DIMENSIONS PRESENTED HERE ARE FRAME ALL NWENSIONS AFFECTING CONTRACTOWS PRODUCTS. BE OBTAINED PRIOR TO PROCEEDING KITH CONSTRUCTION. Field V �l y L�lI EX[MENSONS ONLY - SEE SHT. 1.1 FOR FOUNDATION INSTALATIONS OR FABRICATIONS IN THE FTID PRIOR TO THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY � oN o �M •rr�- �1 r V1 r� r� o �z n H �U V lV u� �v a W-4 �, v �V) � COMMUNITY -SPEC LEVEL 1.14 0 Visage of West Cay N Level 4 � GARAGE LEFT 0 U PLAN Name / No. Ellsworth 11 x° 3510 W r4 Nd DRAWN BY: Midwest Arch Dept DATE. 12-11-2003 FOOTPRINT. EXPETITNG THE CONSIRUI:TGXN OF SUCIN 104wL ERRORS, DISCREPANCXS oR O+IssioNS FOR IHK1i THE DD NOT SCAL.M�' DRA WINGS. REVIEW ALL WINDOW HDR HEIGHTS PER PLATE HL AND EIM AND OMISSIONS f iCH MAY OCCUR IN THE CONTRACT CONTRACTOR FAKED TO NOTIFY THE ARCHTECT PRIOR I VERIFY W/ ELEVATIONS AND CORNICE DETAILS DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE TO CONSTRUCTION ANDJOR FABRICATION OF THE WORK. ® COPYRIGHT LTE HOME CORPORATION HEET No. 2.10 s 0 111 0 0 1 I I I I , , DASHED LINES REPRESENT LARGEST PORCH PAD POSSIBLE TO IS FOR `----------------= 51E PLANNING ONLY. SEE ETFIIAAONS ----------- ------ FOR APPROPRIATE NIENSONIIG AND o ' SIZING. , I I , FIRST FLOOR PLAN SCALE 1/4' = 1'-0' NOTE: ALL DIMENSIONS ARE FROM FACE OF STUD TO NOTE FACE OF STUD. ALL STUDS ARE 31/2' UNLESS NOTED. CONMCTOR SHALL BE RESPONSIBLE FOR VERIf11NG ARCHITECT, IN OW AND WRITTEN INSTRUCTION SHALL �T �+. ,� ]dimensions ALL DIMENSIONS PRESENTED HERE ARE FRAME ALL NWENSIONS AFFECTING CONTRACTOWS PRODUCTS. BE OBTAINED PRIOR TO PROCEEDING KITH CONSTRUCTION. Field V �l y L�lI EX[MENSONS ONLY - SEE SHT. 1.1 FOR FOUNDATION INSTALATIONS OR FABRICATIONS IN THE FTID PRIOR TO THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY � oN o �M •rr�- �1 r V1 r� r� o �z n H �U V lV u� �v a W-4 �, v �V) � COMMUNITY -SPEC LEVEL 1.14 0 Visage of West Cay N Level 4 � GARAGE LEFT 0 U PLAN Name / No. Ellsworth 11 x° 3510 W r4 Nd DRAWN BY: Midwest Arch Dept DATE. 12-11-2003 FOOTPRINT. EXPETITNG THE CONSIRUI:TGXN OF SUCIN 104wL ERRORS, DISCREPANCXS oR O+IssioNS FOR IHK1i THE DD NOT SCAL.M�' DRA WINGS. REVIEW ALL WINDOW HDR HEIGHTS PER PLATE HL AND EIM AND OMISSIONS f iCH MAY OCCUR IN THE CONTRACT CONTRACTOR FAKED TO NOTIFY THE ARCHTECT PRIOR I VERIFY W/ ELEVATIONS AND CORNICE DETAILS DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE TO CONSTRUCTION ANDJOR FABRICATION OF THE WORK. ® COPYRIGHT LTE HOME CORPORATION HEET No. 2.10 s 0 111 0 0 1 I I � oN o �M •rr�- �1 r V1 r� r� o �z n H �U V lV u� �v a W-4 �, v �V) � COMMUNITY -SPEC LEVEL 1.14 0 Visage of West Cay N Level 4 � GARAGE LEFT 0 U PLAN Name / No. Ellsworth 11 x° 3510 W r4 Nd DRAWN BY: Midwest Arch Dept DATE. 12-11-2003 FOOTPRINT. EXPETITNG THE CONSIRUI:TGXN OF SUCIN 104wL ERRORS, DISCREPANCXS oR O+IssioNS FOR IHK1i THE DD NOT SCAL.M�' DRA WINGS. REVIEW ALL WINDOW HDR HEIGHTS PER PLATE HL AND EIM AND OMISSIONS f iCH MAY OCCUR IN THE CONTRACT CONTRACTOR FAKED TO NOTIFY THE ARCHTECT PRIOR I VERIFY W/ ELEVATIONS AND CORNICE DETAILS DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE TO CONSTRUCTION ANDJOR FABRICATION OF THE WORK. ® COPYRIGHT LTE HOME CORPORATION HEET No. 2.10 s 0 111 0 0 1 I I V lV u� �v a W-4 �, v �V) � COMMUNITY -SPEC LEVEL 1.14 0 Visage of West Cay N Level 4 � GARAGE LEFT 0 U PLAN Name / No. Ellsworth 11 x° 3510 W r4 Nd DRAWN BY: Midwest Arch Dept DATE. 12-11-2003 FOOTPRINT. EXPETITNG THE CONSIRUI:TGXN OF SUCIN 104wL ERRORS, DISCREPANCXS oR O+IssioNS FOR IHK1i THE DD NOT SCAL.M�' DRA WINGS. REVIEW ALL WINDOW HDR HEIGHTS PER PLATE HL AND EIM AND OMISSIONS f iCH MAY OCCUR IN THE CONTRACT CONTRACTOR FAKED TO NOTIFY THE ARCHTECT PRIOR I VERIFY W/ ELEVATIONS AND CORNICE DETAILS DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE TO CONSTRUCTION ANDJOR FABRICATION OF THE WORK. ® COPYRIGHT LTE HOME CORPORATION HEET No. 2.10 s 0 111 0 0 1 I I PLAN FOR HEADER SIZE DBL WINDOW WALL DE X BOTTOM PLATE SCALE : 1/4' = 1'-0' PLAN FOR HEADER SIZE ATE TO Y W/ LS AT IRST DO EACH IFR PLY RON w...■ s��s� �— r �. �. �w i.�%` ��.WE w- SCALE: 1/4'44 - PAINTED ROOF SHEATHING SPECIFICATION: - "—� Ix SU" W/ TRIM PER SPEC NOTE : ALL DaDSIONS ARE FROM FACE OF STUD TO NOTE: CONTRACTOR FAILED TO NOTIFY THE ARCHITECT PRIOR FACE OF STUD. ALL STUDS ARE 31/2' UNLESS NOTED. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING —16d NAILS ALL DIMENSIONS PRESENTED HERE ARE FRAME ALL DIMENSIONS AFFECTING CONTRACTOR'S PRODUCTS. `EACH • E' 16dUS 1 rr FOOTPRINT. D PEDITING THE CONSTRUCTION OF SUCH WORK. PER STW NOTE 1 FASIEN EACH HEADER ' Field verify all dimensions NT. 20 PLATE FASTEN EACH H EACH HEADER P OTES . COMMON Ir &C. NAIL ADAOT 6d NAILS 127 OC. AT 16d COMMON N! Is • 1nl . s PER SPEC) EACH HEADER MEMBER 12' O.C. NAIL I 1 HEA V11H 2-16dIZI NAILS, TYPICAL r.. • 1 ADJACENT KONG (YWNDOW R.O. PER SPEC) ('WINDOW R.O. PER SPEC) PLATE AND HEA WITH 2-16d COI NAILS, TYPICAL --CRIPPLES AT IV OC PLAN FOR TRIM SMt REQUIREMENTS DBL WINDOW WALL DE X BOTTOM PLATE SCALE : 1/4' = 1'-0' PLAN FOR HEADER SIZE ATE TO Y W/ LS AT IRST DO EACH IFR PLY RON 20' 20 KNEEWALL W/ WOOD CAP — -- �HOTTOM PLATE TRIPLE WINDOW WALL DETAIL SCALE : 1/4" =1'—O' 2x4 NAILER AT PERIMETER 20" AFF LI+'4' Tl/ill DU4.1 Al 20' AFF —J CORNER GARDEN BATHTUB DETAIL SCALE: I/2' = 1'-0' ATE TO Y W/ LS AT IRST 10 EACH ER PLY MON 5 w...■ s��s� �— r �. �. �w i.�%` ��.WE w- SCALE: 1/4'44 - PAINTED ROOF SHEATHING SPECIFICATION: - "—� Ix SU" W/ TRIM PER SPEC NOTE : ALL DaDSIONS ARE FROM FACE OF STUD TO NOTE: CONTRACTOR FAILED TO NOTIFY THE ARCHITECT PRIOR FACE OF STUD. ALL STUDS ARE 31/2' UNLESS NOTED. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING TO CONSTRUCTION AND/OR FABRICAION OF THE WORK. ALL DIMENSIONS PRESENTED HERE ARE FRAME ALL DIMENSIONS AFFECTING CONTRACTOR'S PRODUCTS. `EACH • E' 16dUS 1 rr FOOTPRINT. D PEDITING THE CONSTRUCTION OF SUCH WORK. RENEW ALL WINDOW HDR HEMS PER PLATE HT. AND ERRORS AND OMISSIONS PMICH MAY OCCUR IN THE CONTRACT 1 FASIEN EACH HEADER ' Field verify all dimensions ■,�� 1 OC, EACH ►r Maw OTES . COMMON Ir &C. NAIL ADAOT Is • 1nl . s PER SPEC) 1 HEA V11H 2-16dIZI NAILS, TYPICAL r.. • 1 20' 20 KNEEWALL W/ WOOD CAP — -- �HOTTOM PLATE TRIPLE WINDOW WALL DETAIL SCALE : 1/4" =1'—O' 2x4 NAILER AT PERIMETER 20" AFF LI+'4' Tl/ill DU4.1 Al 20' AFF —J CORNER GARDEN BATHTUB DETAIL SCALE: I/2' = 1'-0' ATE TO Y W/ LS AT IRST 10 EACH ER PLY MON 5 ART NICHE DETAI A .» call—a" g' 4'-5 i/2' g• ---�' GIP 10 SCALE: 1/4'44 - ART NICHE DETAI A .» call—a" N —_ 1. ALL CASED OPENINGS GREJER THAN 48° WIDE NOTE: WINDOWS SHOW HOLD HEADER TIGHT TO RATE BOTH PELTA PRO—LINE 2. ALL BI—FOLD DOORS R.O.' 11/20 WIDER THAN DOORS AND WEATHERSHIELD HEADER HT. = 827 AFF 1 WINDOW RO.S 3. ALL BI—PASS DOORS R.8 = 1' WIDER THAN DOOR HEADER HT = 83" AFF 4. TOML BARS (TB) OVER CABINETS AND TOILETS BLOCKING TO BE 55° AFF TO CL 5. TOWEL BARS (TB) NOT OYER CABINETS AND TOILETS BLOCKING TO BE 39„ AFF TO CL 6. BLOCKING FOR TISSUE HOIDERS (TH) TO BE 24° AFF 7. HEADERS OVER 48" LONG REQUIRE DOUBLE NIPPLE NOTES: ARCHITECT, IN 'WRITING, AND WRITTEN INSTRUCTION SHALL SECOND FLOOR PLAN ---�' GIP 10 SCALE: 1/4'44 - PAINTED ROOF SHEATHING SPECIFICATION: - "—� Ix SU" W/ TRIM PER SPEC NOTE : ALL DaDSIONS ARE FROM FACE OF STUD TO NOTE: CONTRACTOR FAILED TO NOTIFY THE ARCHITECT PRIOR FACE OF STUD. ALL STUDS ARE 31/2' UNLESS NOTED. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING TO CONSTRUCTION AND/OR FABRICAION OF THE WORK. ALL DIMENSIONS PRESENTED HERE ARE FRAME ALL DIMENSIONS AFFECTING CONTRACTOR'S PRODUCTS. DIMENSIONS ONLY — SEE SHT.1.1 FOR f0UNDA0 INSTALLATIONS OR FABRICATIDNS IN THE FIELD PRIOR TO FOOTPRINT. D PEDITING THE CONSTRUCTION OF SUCH WORK. RENEW ALL WINDOW HDR HEMS PER PLATE HT. AND ERRORS AND OMISSIONS PMICH MAY OCCUR IN THE CONTRACT VERIFY W/ EIEYAAONS AND CORNICF. WAILS DOCUMINTS SHALL HE BROUGHT TO THE ATTENTION OF THE Field verify all dimensions DO -N- -0 SCALE DILA WINGS! OTES N —_ 1. ALL CASED OPENINGS GREJER THAN 48° WIDE NOTE: WINDOWS SHOW HOLD HEADER TIGHT TO RATE BOTH PELTA PRO—LINE 2. ALL BI—FOLD DOORS R.O.' 11/20 WIDER THAN DOORS AND WEATHERSHIELD HEADER HT. = 827 AFF 1 WINDOW RO.S 3. ALL BI—PASS DOORS R.8 = 1' WIDER THAN DOOR HEADER HT = 83" AFF 4. TOML BARS (TB) OVER CABINETS AND TOILETS BLOCKING TO BE 55° AFF TO CL 5. TOWEL BARS (TB) NOT OYER CABINETS AND TOILETS BLOCKING TO BE 39„ AFF TO CL 6. BLOCKING FOR TISSUE HOIDERS (TH) TO BE 24° AFF 7. HEADERS OVER 48" LONG REQUIRE DOUBLE NIPPLE NOTES: ARCHITECT, IN 'WRITING, AND WRITTEN INSTRUCTION SHALL SEE ELEVATION DRAPINGS FOR STRUCTURAL WALL SHEATHING LOCATIONS BE OBTAINED PRIOR TO PROCEEDING WITH CONSTRUCTION. AND REQUIREMENTS THE CONTRACTOR %U BE HELD RESPONSIBLE FOR ANY ROOF SHEATHING SPECIFICATION: - ERRORS, DISCREPANCIES OR OMISSIONS FOR WHICH THE 7/1C THICK STRUCTURAL SHEATHING (24/16 SPAN RATING) CONTRACTOR FAILED TO NOTIFY THE ARCHITECT PRIOR FASTEN WITH 8d CORDON NAILS SPACED V AT PANEL EDGES AND TO CONSTRUCTION AND/OR FABRICAION OF THE WORK. 12 AT L40METIATE SUPPORTS. DRAWN BY: Midwest Arch Dept DATE' 12-11-2003 ro �—�• Q COMMUNITY—SPE:C LEVEL 0 � Wage of West Clay cd 5 � � Y Level 4 °4--a' v GARAGE LEFT Q COPYRIGHT 2002—PULTE HOME CORPORATION SHEET No. 2.20 N I I I . ICE & WATER SHIELD TO 24' COMPOSITION ROOF SHINGLES PER SPEC OVER BIDGE FELT W/ STARTER STRIP AIM METAL DRIP OVER ROOF DECK PER SPEC ON PRE-ENGINEERED ROOF TRUSSES PER PLAN MR Uy R-38 INSULATION W/ BAFFLES - 2' MIN. NR SPACE 1/2' GYP. BD CORNICE PER ELEVATIONS DBL 2x4 TOP PLATE ixi0 FRIEZE 1/2' GYP. BO SHEATWIG PER SPEC. OVER 2X4 STUDS AT 16' O.C. W/ KRAFT FACED VAPOR BARRIER 2x4 BOTTOM PLATE SD24G PER SPEC. 3/4' T&G SUBROOR (GLUE & SCREW) ON FLOOR JOIST. MANUFACTURED ENGINEERED FLOOR JOISTS - SEE SHOP DYM FOR ADDITIONAL INFORMATION 1/2' GYP. BD DBL 2x4 TOP PLATE 1/2' GYP. BD SHEATHING PER SPEC. OVER 2X4 STUDS AT 16' O.C. W/ KRAFT FACED VAPOR BARRIER 20 BOTTOM PLATE 3/4' T&C SUBFLOOR (GLUE & SCREW) ON FLOOR ,HOIST. 2x4 TREATED SILL PLATE W/ ANCHOR BOLTS PER SPEC. 6' O.C., MIN. 12' FROM IIID MANUFACTURED ENGINEERED FLOOR JOISTS - SEE SHOP D1V'GS. FOR ADDITIONAL INFORMATION R19 BATT INSULATION AT BOND �p��� GRADE s� BITOOMINOUS WATERPROOFING ^III—I I I I B' CONCRETE WALL VERIFY POUR HGT PER SPEC. ON CDOTITIOUS = — — REINFORCE PER BUILDING CODE PARGIIG PER IRC -406.2 BACKFILL. MATERIAL PER IRC -4041.7 o� —III -I 110' 4' CONC SLAB OVER 0 0 6- NIL POLY OVER 4 MIN. GRANULAR FILL OVER UNDISTURBED BEARING SOIL $' x 1W coir. POURED 4 PERFORATED DRAIN TYLE W/ CONCRETE FOOTING SOCK IN IAN 2' STONE BED W/ 1'-6' MIN 6' STONE COVER SCHEDULE 30 "TILE AND BLEEDERS PER PLAN TYPICAL WALL SECTION - SIDING SC f 1l2' = 1'-0' (REAR WALL SHOWN) THERE SHALL BE NO HORIZONTAL BALUSTER MEMBERS AND SPACING � SHALL BE SUCH THAT A FOUR 0O INCH DIAMETER SPHERE CANNO PASS THROUGH // NOTE: STAIR BALUSTRADE SPACING TO MEET IRC 8316.2 HANDRAIL PER SPEC TO NET LOCAL CODE 36' UP FROM NOSE OF TREAD (FIELD VERIFY RAL OR KNEEWALL) IU -10 1/4' 13 T 0 10' CLEAR BASEMENT STAIR DETAIL SCALE : 1/4' = 1'-0' STAIR DETAIL NO SCALE 1st FLOOR tEa BASEMENT PLATE LINE SEE r'RON SETS FOA INFO IN R 2nd FLR. 2nd FLO 1st FLR_ 1st FLU BASEk9 SECTION THROUGH FOYER / FAMILY ROOM SCALE; 1/4' = 1'-0' ,SECTION THROUGH KITCHEN J DINING ROOM AND M. 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