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HomeMy WebLinkAbout04070035 Building Plansr 0 AREA FIRST FLOOR 1875 SECOND FLOOR 1635 TOTAL 3510 PARTIAL BASEMENT 1420 FULL BASFAIENT 1956 GARAGE 645 SIDE PORCH 33 PORCH 'A', 'B' 90 PORCH 'C' 335 PORCH V 48 PORCH 'E' 120 a , VERIFY Z000 PSF WL 1 , 1 BEM CAPACR , , a a a a , a---------- �---------------------------------------------------------------T----- --------------- FOUNDATION PLAN SCALE 1/4' = V -D' NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR VER1fYING ALL DRIENSONS AFFECTING CONTRACTOR'S PRODUCTS. INSTALLATIONS OR FABRICATIONS IN THE FIELD PRIOR TO EXPEDITING THE CONSTRUCTION OF SUCH YtORK. ERRORS AND OMISSIONS ltiTTlCH MAY OCCUR IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, IN A,, TING, AND1481-TEN INSTRUCTION SHALL BE OBTAINED PRIOR TO PROCEEDNG %1TH CONSTRUCTION. THE CONTRACTOR SHALL BE HEI) RESPONSIBLE FOR ANY ERRORS, DISCREPANCIES OR BIIISSIONS FOR 1ltllCH THE CONTRACTOR FAILED TO NOTFY THE ARCHITECT PRIOR TO CONSTRUCTION AND/OR WRCATION OF THE QRK. -------------------------------------------------------------------- ---------------------------, , , , , , , GENERAL NOTES: NOTE 1) 1/2' DIA. ANCHOR BOLTS TO BE 6'-O' O.C., 12` MAX. FROM CORNERS SOME COLUMN DIMENSIONS ARE FROM CENTER OF COLUMN TYPICAL AT TOP COURSE OF BRICK. PROVIDE AB. AT BOTH SIDES OF TO EXTEPJOR FACE OF BASEMENT WALL BASEMENT AINDOW, TYP. 2) VERTICAL RONFOROENT TO BE INSTALLED IN ACCORDANCE MTH PAD FOOIING SM ASO THE CURRENT LOCAL BULD'+NG CODE SOIL KMG CAPACITY OF 2000 PT 3) ALL MORTAR & GROUT TO BE TYPE 'M' GROUT OR TYPE 'S' GROUT, TLP. DASHED LINES REPRESENT LARGEST PORCH PAD POSSIBLE. THIS IS FOR SITE PLANNING ONLY. SEE ELEVATIONS FOR APPROPRIATE DIMENSIONING AND SIZING. Field verity all dimensions DO .NOT SCALE DIM V WGS! NOTE FIELD aFY UTILITY LOCATIONS FOR SIDE OF HOUSE w/ SUPERINTENDANT NOTE: FIELD t4_RIFY LOC. OF SUMP PUMP w/ SUPERINTENDANT 00T DRAWN BY: Midwest Arch Dept DATE: 12-11-2003 �� _ O COMMUNITY -SPEC LEVEL Wage of west Clay {10 Level 4 GARAGE LEFT ' PLAN Name / No. Ellsworth. II x° 3510 3510—IN—Lev4-130 CQ COPYRI 1 -TE HaME CORPORATION SHEET No. 1 1. 30 N a 0 I PLAN FOR HEADER SIZE BOTTOM PLATE TRIPLE WINDOW WALL DETAIL SCALE: 1/4' = 1'-O' ATE TO .Y W/ LS AT IRST FO EACH TER PLY NON 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 1Y° LONG AT 6" O.C. AT PANEL EDGES AND 12" O.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 (TOENAILED) AT 10" O.C. SECOND FLOOR JOISTS TO FIRST FLOOR EXTERIOR AND INTERIOR WALL TOP PLATE: (3) 16d NAILS. E. 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 CENTER. 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 (7" MINIMUM EMBEDMENT). GARAGETAiR DETAIL SCALE: I' = V-0' IF 4 OR MORE RISERS, THERE MUST BE A KNEEVAALL BUILT ON BOTH SIDES OF STAIR - HANDRAIL MUST BE NO HIGHER THAN 38' AND NO LESS THAN 34' FROM NOSING ON TREAD TO TOP OF HANDRAIL, - THERE MUST BE NO LESS THAN 1 1/2' BETVEEN WALL AND HANDRAIL c 1X8 YID. CAP CASING HANDRAIL 1X6 WD. ARAP BD. UNDER RAIL NOTES : 1. ALL CASED OPENINGS GREATER THAN 48" WIDE HOLD HEADER TIGHT TO PLATE 2. ALL BI -FOLD DOORS R.O.'S = 1 1/2" V4DER THAN DOORS HEADER HT. = 82" AFF 3. ALL Bl—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. TOV,'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 ART NICHE DETAIL SCALE : 1/2' = V-0' GYP BD PAINTED lx SILL W/ TRIM PER SPEC AREA C� FIRST FLOOR 1875 O 1635 TOTAL 3510 PARTIAL BASEMENT 1420 FULL BASEMENT 1956 GARAGE 645 SIDE PORCH 33 PORCH 'A', 'B' 90 PORCH 'C' - I6d NAILS PORCH '0' 48 PORCH 'E' 120 LRROTS AND OMISSIONS 14HICH LADY OCCUR IN THE CONTRACT HCH PER STUD --CONT. 20 PLATE PELLA-3765 VAS -3666 TO CONSTRUCTION AND/OR FABRICATION OF THE WORK. 2'-61/2' 2'-61/2' NOTE FASTEN EACH PI EACH HEADER P PELLA-3765 VS -3666 6d NAILS 12' OC, AT 20'_1° 16d COMMON NA rn EACH HEADER METABER 12' O.C. NAIL I ADJACENT KING (VANDOW R.O. PER SPEC) 3-2x4 (WNDOW R.O. PER SPEC) PLATE AND HEA PITH 2-16d CCI NAILS, TYPICAL PRE-ENG(NEERED WOOD PPL.ES AT 16' OC ROOF TRUSSES AT 24' O.C. 1LAX. PLAN FOR FOR ELEVATIONS VATH BRICK, TRIM STUD It VERTICAL) STEEL ANGLE. REOUIRfleITS ATTACH TO LVL HEADER OTH 11 b. BOTTOM PLATE TRIPLE WINDOW WALL DETAIL SCALE: 1/4' = 1'-O' ATE TO .Y W/ LS AT IRST FO EACH TER PLY NON 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 1Y° LONG AT 6" O.C. AT PANEL EDGES AND 12" O.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 (TOENAILED) AT 10" O.C. SECOND FLOOR JOISTS TO FIRST FLOOR EXTERIOR AND INTERIOR WALL TOP PLATE: (3) 16d NAILS. E. 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 CENTER. 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 (7" MINIMUM EMBEDMENT). GARAGETAiR DETAIL SCALE: I' = V-0' IF 4 OR MORE RISERS, THERE MUST BE A KNEEVAALL BUILT ON BOTH SIDES OF STAIR - HANDRAIL MUST BE NO HIGHER THAN 38' AND NO LESS THAN 34' FROM NOSING ON TREAD TO TOP OF HANDRAIL, - THERE MUST BE NO LESS THAN 1 1/2' BETVEEN WALL AND HANDRAIL c 1X8 YID. CAP CASING HANDRAIL 1X6 WD. ARAP BD. UNDER RAIL NOTES : 1. ALL CASED OPENINGS GREATER THAN 48" WIDE HOLD HEADER TIGHT TO PLATE 2. ALL BI -FOLD DOORS R.O.'S = 1 1/2" V4DER THAN DOORS HEADER HT. = 82" AFF 3. ALL Bl—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. TOV,'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 ART NICHE DETAIL SCALE : 1/2' = V-0' GYP BD PAINTED lx SILL W/ TRIM PER SPEC AREA 20'-8' 38'-4' FIRST FLOOR 1875 SECR@ FLOOR 1635 TOTAL 3510 PARTIAL BASEMENT 1420 FULL BASEMENT 1956 GARAGE 645 SIDE PORCH 33 PORCH 'A', 'B' 90 PORCH 'C' 335 PORCH '0' 48 PORCH 'E' 120 C u 1 1 NOTE: WINDOWS SHOW DASHED LINES REPRESENT LARGES BOTH PELLA PRO -LINE PORCH PAD POSSIBLE. THIS IS FOR - -------------------------------------- AND ------------- - STf PLANNING ONLY. SEE ELEVATIONS AND WEATHERSHIELD L--------------------------------------------------------------------------------------------------------- _--_---------- --------------- ----- , FOR APPROPRIATE 01LL1FT1gONiNG AND r SIZING. WINDOW ROS �; ; ; C-4: j 20'-8' 38'-4' i----- J FIRST FLOOR PLAN 16'-4 1/2' 10'-3 1/2° 11'-8' 6'-11 1/4" 3'-5 1/4" 3'-5 1/4" 2'-6 3/4° 5'-0' 5'-3 1/2' 2'-9 1/2' S'_1" 3'-9 1/2' 6'-0" 8'-8" 6'-0' NOTE : ALL DLIAEN30NS ARE FROM FACE OF STUD TO FACE OF STUD. ALL STUDS ARE 31/2' UNLESS NOTED. ALL DIMENSIONS PRESENTED HERE ARE FRAME NOTE CONTACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AFFECTING CONTRACTOR'S PRODUCTS, ARCHITECT, IN RRITING, AND t%TTEN INSTRUCTION SHALL BE OBTAINED PRIOR TO PROCEEDING 141TH CONSTRUCTION. Meld very all dimensions (IISTALLATIONS OR FABRICATIONS IN THE FIELD PRIOR TO THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY ONLY -SEE SHL t.1 FOR FOUNDATION FOOTPRINT. EXPEDITING THE CONSTRUCTION aF SUCH WORK. ERRORS, OR FAILED IESTO O IFYTHEOMISSIONS FOR VST P THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT PRIOR DO DoT SCALE DRA W.�. ! LRROTS AND OMISSIONS 14HICH LADY OCCUR IN THE CONTRACT HCH r PELLA-3765 VAS -3666 TO CONSTRUCTION AND/OR FABRICATION OF THE WORK. 2'-61/2' 2'-61/2' PELLA-3765 VS -3666 20'_1° rn N 3-2x4 PRE-ENG(NEERED WOOD ROOF TRUSSES AT 24' O.C. 1LAX. FOR ELEVATIONS VATH BRICK, _ INSTALL 3x5xi (LONG LEG VERTICAL) STEEL ANGLE. ATTACH TO LVL HEADER OTH b. (1) Y DIAMETER x 3 3rz LONG _ _ LAG BOLT AT MIDSPAN• F222X30 ATTIC ACCESS PER I CR LSE J � � a x a x M GARAGE PRE -BATT AND T -PLY x 5/8° F.C. DRYWALL ON COMMON 7 P3 "' WALL(S) AND CEILING PELLA-WS-367 371 371 P -3371 WS-367PELLA- 445-3672 1 2• WS -3672 7 3672 6068 SGD 2-2x10 �Iz N r ----- ¢ _ LINE OF 2ND FLOOR ABOVE _ 5-2x4 O 0 3-2x4 _ _ - - 3-2x4 P 4242 7 CA - c 1 ... 2-2x4 ---�- o ,' `r HEARTH AND SURROUND FLUSH BEAM PER W LAYOUT " VtlOx26 ! . PER LOCAL CODE ! 4'-10' DW ' cs FAMILY ROOM IIl 3'-6 1/2• NOOK 6'_T�' SEE GARAGE STAIR - 2 STORY, VAULTED II O. N -` ''— cc X �) DETAIL THIS STT FOR ISI O o ;! FURTHER INFO. M I'I = 72' X 36' KITCHEN 60 ml Q III , ISLAND o 1 I I 4'-0' clV j I III KITCHEN 2-2x4 `ti I 12'-1 1/4" - 9'-0' CLG. 2'--5 3/4' 7'-1' Lj I a� ( cy - 3066 CO I I 28 / =� I uL_ _J I f7 2x1 12' DROP HOR LAUN. 1` fIRfBLDCKlNG AS REQ'0 0PAN. 2/8LO ' M 2 a rn - 9'-0' CLG. / i 2 s / PW - 9'-0' CLG. i } f 2/8 2/B _! 8X8 FINISHED COL, d - 9'- ° G.-uD a Ln 8'-8 1/2" 4'-2 1/2" 2'-1° '-O' T 12'-11' 7' 1'-0 3'-7' S' -i` 4'-10 1/2' 0 3068 CO — — , — — — za HLDR PAN 5 SH "i co =rj_ —12' DROP HDR ART NICHE - + " n' SEE DETAIL WALKWAY FRAMING PER � � 2/8 DN x I I I I I Q, THIS SHE 0J LAYOUT � m I ; ; n — — — — 12' DROP HDR — - 3058 CO — _ LINE OF 2ND FLOOR ABOVE 4- 7° 3'-3 3/4° 7° 10'-7° 8X8 FINISHED COL, `" N co I ��`j� ��/ TYP 7 DB 2/0 ~n NC4 I b PRE -BAIT AND T -PLY In 9'-10 1/2' 3'-8 1/2 HANDRAIL AND BALUSTRADE PER SPEC. I 11 ISI a-------- I 1 -- - --- - SEE SHL 310 II� LIBRABRY _ ----- ----- i LIVING ROOM �iDINING ROOM FOYER�', 9'-0' CLG. c-e - 9'-0' CLG. ------ ------ I lel o - 9-0' CLO. - 2 STORY - ------------ --------------- HEARTH AND SURROUND o ----------- ------ -- PER LOCAL CODE !I In i ii C) 'A _j I -t 13'-7' 3'-4' 2' W-11/2' 14'-71/2' 2-2x10 o N 3/-- 0 V— l/ 12 SIDE LITES�a F* REF. ElEV.S ` REF. ELEV.S REF. ELEV.S 2'-3 1/2" 2'-2 1/2' 16'-O"12'-4 1 1/2' 16'-0' 12'-4 i/2' 4'-6' 54'-6' ; 1 1 1 NOTE: WINDOWS SHOW DASHED LINES REPRESENT LARGES BOTH PELLA PRO -LINE PORCH PAD POSSIBLE. THIS IS FOR - -------------------------------------- AND ------------- - STf PLANNING ONLY. SEE ELEVATIONS AND WEATHERSHIELD L--------------------------------------------------------------------------------------------------------- _--_---------- --------------- ----- , FOR APPROPRIATE 01LL1FT1gONiNG AND r SIZING. WINDOW ROS �; ; ; C-4: j VERIFY W/ ELEVATIONS AND CORNICE DETAILS r r O I II 00 ._, v a� 0 ;i x I 0 o 0 0 d- Con N N M v N v �-4 ,(u o u(i I w COMMUNITY -SPEC LEVEL Village of West Clay Level 4 cu GARAGE LEFT `0 �PLAN Name / No. v o Ellsworth IT X ° 3-51-0 351 0—IN—Lev4-21 0 DRAWN BY' Midwest Arch Dept DATE: 12-11-2003 RFV No. I 11ATF © COPYRIGHT LTE HOME CORPORATION SHEET No. 2,010 I N a 0 i----- J FIRST FLOOR PLAN SCALE 1/4' = 1'-0' NOTE : ALL DLIAEN30NS ARE FROM FACE OF STUD TO FACE OF STUD. ALL STUDS ARE 31/2' UNLESS NOTED. ALL DIMENSIONS PRESENTED HERE ARE FRAME NOTE CONTACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AFFECTING CONTRACTOR'S PRODUCTS, ARCHITECT, IN RRITING, AND t%TTEN INSTRUCTION SHALL BE OBTAINED PRIOR TO PROCEEDING 141TH CONSTRUCTION. Meld very all dimensions (IISTALLATIONS OR FABRICATIONS IN THE FIELD PRIOR TO THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY ONLY -SEE SHL t.1 FOR FOUNDATION FOOTPRINT. EXPEDITING THE CONSTRUCTION aF SUCH WORK. ERRORS, OR FAILED IESTO O IFYTHEOMISSIONS FOR VST P THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT PRIOR DO DoT SCALE DRA W.�. ! LRROTS AND OMISSIONS 14HICH LADY OCCUR IN THE CONTRACT HCH REVIEW ALL WINDOW HDR HEIGHTS PER PLATE HT. AND DOCU,IENTS SHALL BE BROUGHT TO THE ATTENTION OF THE TO CONSTRUCTION AND/OR FABRICATION OF THE WORK. VERIFY W/ ELEVATIONS AND CORNICE DETAILS r r O I II 00 ._, v a� 0 ;i x I 0 o 0 0 d- Con N N M v N v �-4 ,(u o u(i I w COMMUNITY -SPEC LEVEL Village of West Clay Level 4 cu GARAGE LEFT `0 �PLAN Name / No. v o Ellsworth IT X ° 3-51-0 351 0—IN—Lev4-21 0 DRAWN BY' Midwest Arch Dept DATE: 12-11-2003 RFV No. I 11ATF © COPYRIGHT LTE HOME CORPORATION SHEET No. 2,010 I N a 0 PLAN FOR HEADER SIZE DBL WINDOW FALL DETZ BOTTOM PLATE SCALE : 1/4' = V -O' PLAN FOR HEADER SIZE II I I -16d NAILS SCALE: 1 j4'=1'-0' PAINTED �-7 1x SILL W/ PER STUD TRIM PER SPEC NOTE TO CONSTRUCTION AND/OR FABRICATION OF THE WORTS. ALL DIMENSIONS PRESENTED HERE LRE FRAME ALL DIMENSIONS AFFECTING CONTRACTOR'S PRODUCTS. ----CONT. 2x4 PLATE - 16d NAILS PER STUD T. 20 PLATE FASTEN EACH PLATE TO FOOTPRINT. EXPEDITING THE CONSTRUCTION OF SUCH WORK, ! PORCH A', 'B' 7'-2 3/4' 3'-5 1/4" 3'-5 1/4' 2'-6 314' NOTE FASTEN EACH PI EACH HEADER P EACH HEADER PLY W/ N N VERIFY W/ ELEVATIONS AND CORNICE DETAILS 6d NAILS 12' OC. AT 6d NAILS 12' OC, AT EACH HEADER MEMBER 16d COMMON NAILS AT Do NOT SCALE DRA WINGS! EACH HEADER MEMBER 16d COMMON NE 12' D.C. NAIL I ADJACENT KING 12' O.C. NAIL FIRST (WINDOW R.Q. PER SPEC) DIA -3365 FIXPELLA-3365 flX PELLA-3365 FIX WS -3666 FIX FIX WS -3666 FIX (WINDOW R.O. PER SPEC) ADJACENT KING TO EACH (WINDOW R.O. (WINDOW R.O. PLATE AND HEA WITH 2-16d COI NAILS, TYPICAL PLATE AND HEADER PLY PER SPEC) PER SPEC) ---CRIPPLES AT 16' OC WITH 2-16d CNUON L u -� NAILS, TYPICAL IPPLES AT 16' OC `r EE PLAN FOR PLAN FOR 765 PELLA-3765 tr "TRIII STUD TRA STUD UIREMENTS DBL WINDOW FALL DETZ BOTTOM PLATE SCALE : 1/4' = V -O' PLAN FOR HEADER SIZE 2O' 2X4 KNEEL WOOD CAP BOTTOM PLATE TRIPLE WINDOW WALL DETAIL SCALE : 1/4' = V-0' Al TO .Y W/ LS AT IRST [0 EACH LER PLY MON LU W ,,r CORNER GARDEN BATHTUB DETAIL SCALE: 112' = I` -O' 1. q_ GYP BD SCALE: 1 j4'=1'-0' PAINTED �-7 1x SILL W/ NOTE : ALL DIMENSIONS ARE FROM FACE OF STUD TO NOTE: TRIM PER SPEC FACE OF STUD. ALL STUDS ARE 31/2' UNLESS NOTED. CONTRACTOR SHALL BE RESPONSIBLE FOR VtERINNG TO CONSTRUCTION AND/OR FABRICATION OF THE WORTS. ALL DIMENSIONS PRESENTED HERE LRE FRAME ALL DIMENSIONS AFFECTING CONTRACTOR'S PRODUCTS. GARAGE - 16d NAILS PER STUD T. 20 PLATE SIDE PORCH FOOTPRINT. EXPEDITING THE CONSTRUCTION OF SUCH WORK, ! PORCH A', 'B' 7'-2 3/4' 3'-5 1/4" 3'-5 1/4' 2'-6 314' NOTE FASTEN EACH PI EACH HEADER P J. N N VERIFY W/ ELEVATIONS AND CORNICE DETAILS PORCH 'E' 6d NAILS 12' OC, AT EACH HEADER MEMBER Do NOT SCALE DRA WINGS! 16d COMMON NE 12' D.C. NAIL I ADJACENT KING (WINDOW R.Q. PER SPEC) DIA -3365 FIXPELLA-3365 flX PELLA-3365 FIX WS -3666 FIX FIX WS -3666 FIX (WINDOW R.O. PER SPEC) n PLATE AND HEA WITH 2-16d COI NAILS, TYPICAL • ---CRIPPLES AT 16' OC L u -� `r EE PLAN FOR PEL[A-3765 PELTA- 765 PELLA-3765 TRA STUD WS 3666 WS -366 W5-3666 F1RE8LOCKING REQUIREMENTS 2O' 2X4 KNEEL WOOD CAP BOTTOM PLATE TRIPLE WINDOW WALL DETAIL SCALE : 1/4' = V-0' Al TO .Y W/ LS AT IRST [0 EACH LER PLY MON LU W ,,r CORNER GARDEN BATHTUB DETAIL SCALE: 112' = I` -O' ART NICHE DETAIL SCALE : 1/2' = 1'-0' 1. q_ GYP BD SCALE: 1 j4'=1'-0' PAINTED 15-10 1/2" 16'-8' 21'-11 1/2' 1x SILL W/ NOTE : ALL DIMENSIONS ARE FROM FACE OF STUD TO NOTE: TRIM PER SPEC FACE OF STUD. ALL STUDS ARE 31/2' UNLESS NOTED. CONTRACTOR SHALL BE RESPONSIBLE FOR VtERINNG TO CONSTRUCTION AND/OR FABRICATION OF THE WORTS. ALL DIMENSIONS PRESENTED HERE LRE FRAME ALL DIMENSIONS AFFECTING CONTRACTOR'S PRODUCTS. GARAGE DIMENSIONS ONLY - SEE SHL 1.1 fOR FOUNDATION INSTALLATIONS OR FABRICATIONS IN THE FIELD PRIOR TO SIDE PORCH FOOTPRINT. EXPEDITING THE CONSTRUCTION OF SUCH WORK, ! PORCH A', 'B' 7'-2 3/4' 3'-5 1/4" 3'-5 1/4' 2'-6 314' 7'-6 1/2' 14'-5' J. N N VERIFY W/ ELEVATIONS AND CORNICE DETAILS PORCH 'E' Field verify all dimensions Do NOT SCALE DRA WINGS! v DIA -3365 FIXPELLA-3365 flX PELLA-3365 FIX WS -3666 FIX FIX WS -3666 FIX n -"-3666 -,�- 71/z" 71/2' • c� L u -� `r PEL[A-3765 PELTA- 765 PELLA-3765 WS 3666 WS -366 W5-3666 F1RE8LOCKING AS REQ'D I 13'-21/2' 2' ' 16'-T' 21' I — — DASHED UNE OF VAULT CLG. ABOVE — I -"" — — — — — — — � I o I 2' �" I s a fir' 63 BEDROOM 2 co I } } } I MASTER BEDROOM I 3 0 0 2) 2X4 a 1 I ¢2 _ ) 2X4 ` o I j t I ` -TRAY CLG. } " t` r2 w� J N } tit .� } _ L.J I I z N_ M M � In g 4 } j 1 I J � } � _ t M ,toCE } } p- r " o OPEN TO FAMILY ROOM BELOW } l I } 8'-2' 1'-7" 3'-3' V-81/2 3'_O• T0'-1' 3'-O° t'-6° 9'-8 5/8" }2'-4 3/8� 1'-60 6' 3 1/2' o a I /L — — - - — — — -� / TP.HLQR ;�' i 2 8 / 2/8 / i oBATH ( � ``' flR®LOCKING AS REO'D 42' KNEEWALL PER SPEC. AND DETAIL SHT 310 - `'08L LTM-21612'QRDPHDR 1 6B' /� CEDES -SEE 12` DROP HDR N -O' CtG. s TP.HIDR 2'-7 1/2' X60 BA Ln �, 2 TUB/SHWR UN1To SUR ND o } } N — [6OX M. BATH ^ � � kR/kS t to II N � DBL 2/fi _� -�$'-0` CLG. 5'-2' 4'-7' 3'-3' } } 3'-6 3/8' 6'-9 1/8° 5'-3 1/2' 7'-f' 5'- ' 8'-2 1/2 20' KNEEWALL �+ �, ART NICH -SEE Q N SEE TUB DETAIL THIS a W,1.C. ( DETAIL IS SHT co TP.HLD 5HT FOR FURTHER INFO s 4- - 5-(' CL THLBAR 2/8 2/8 2/8 15 16 AT 1'-3 1/2' — — 1R/1S - _ - 8-D� — G 720 C) e aAKER TUB w k e 14 SPIND RAILS PER `� TWLBAR TNLBAR ALOF B 13 SPEC. AND CODES - 2/6 2/8 2R/2S 12 SEE AIL SHL 310 5/0 — 10 fIREBLocKING As REQ'D 9 � 2/8 � (ATTIC }1-4 BEDROOM 3 g BEDROOM 4 (ACCESS I c°DS.I.C. i _ - 8'-O' CLG. 7 OPEN TQ FO BELaW - B'-0' CLG. IC -4 I i �R N w I N _ 6 :2 13'-7' 4 6 3 44 5'-8 3/4' 4'-0' 13'_1• i2'-1' j { 3 I I 0 2 1 1R/1S 1R/1S DN °p t 16 R REF. ELEV.S t Rff. E1EV.S REF. k3EV.S REF. ELEV.S 12'_4 1/2' 2'-2 1/2• 42'-1 1/2 1. ART NICHE DETAIL SCALE : 1/2' = 1'-0' NOTES : 1. ALL CASED OPENINGS GREATER THAN 48" WIDE HOLD HEADER TIGHT TO PLATE 2. ALL BI—FOLD DOORS R.O.'S = 11/2' WIDER THAN DOORS HEADER HT. = 82" AFF 3. ALL BI—PASS DOORS II.O.'S = 1" WIDER THAN DOOR HEADER HT = 83" AFF 4. TOVtEL BARS (TB) OVER CABINETS AND TOILETS BLOCKING TO BE W 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 NOT: WINDOWS SHOW } BOTH PEL A PRO -EINE AND WEATHERSHEi.D WINDOW ROS } NOTES: ARCHITECT, IN WRITING, AND WRITTEN INSTRUCTION SHALL SECOND FLOOR PLAN GYP BD SCALE: 1 j4'=1'-0' PAINTED ROOF SHEATHING SPECIFICATION: 1x SILL W/ NOTE : ALL DIMENSIONS ARE FROM FACE OF STUD TO NOTE: TRIM PER SPEC FACE OF STUD. ALL STUDS ARE 31/2' UNLESS NOTED. CONTRACTOR SHALL BE RESPONSIBLE FOR VtERINNG TO CONSTRUCTION AND/OR FABRICATION OF THE WORTS. ALL DIMENSIONS PRESENTED HERE LRE FRAME ALL DIMENSIONS AFFECTING CONTRACTOR'S PRODUCTS. GARAGE DIMENSIONS ONLY - SEE SHL 1.1 fOR FOUNDATION INSTALLATIONS OR FABRICATIONS IN THE FIELD PRIOR TO SIDE PORCH FOOTPRINT. EXPEDITING THE CONSTRUCTION OF SUCH WORK, ! PORCH A', 'B' ERRORS AND OMISSIONS WHICH MAY OCCUR IN THE CONTRACT PORCH 'C' REVIEW ALL WINDOW HDR HEIGHTS PER PLATE HT. AND DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE PORCH D' VERIFY W/ ELEVATIONS AND CORNICE DETAILS PORCH 'E' Field verify all dimensions Do NOT SCALE DRA WINGS! NOTES : 1. ALL CASED OPENINGS GREATER THAN 48" WIDE HOLD HEADER TIGHT TO PLATE 2. ALL BI—FOLD DOORS R.O.'S = 11/2' WIDER THAN DOORS HEADER HT. = 82" AFF 3. ALL BI—PASS DOORS II.O.'S = 1" WIDER THAN DOOR HEADER HT = 83" AFF 4. TOVtEL BARS (TB) OVER CABINETS AND TOILETS BLOCKING TO BE W 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 NOT: WINDOWS SHOW } BOTH PEL A PRO -EINE AND WEATHERSHEi.D WINDOW ROS } 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 SHALL BE HELD RESPO NSIBIE FOR ANY ROOF SHEATHING SPECIFICATION: ERRORS, DISCREPANCIES OR OMISSIONS FOR WHICH THE 7/16' THICK STRUCTURAL SHEATHING (24/16 SPAN RATING) CONTRACTOR FAILED TO NOTIFY THE ARCHITECT PRIOR FASTER WITH Bd COMMON NAILS SPACED 6' AT PANEL EDGES AND TO CONSTRUCTION AND/OR FABRICATION OF THE WORTS. 12' AT INTERMEDIATE SUPPORTS. AREA - O FIRST FLOOR 1875 SECOND FLOOR 1635 TOTAL 3510 PARTIAL BASEVENT 1420 FULL BASEMENT 1956 GARAGE 645 SIDE PORCH 33 ! PORCH A', 'B' 90 PORCH 'C' 335 PORCH D' 46 PORCH 'E' r C7 II r v 'O N O CL x I c::> r C> aD P-c=� 0 CL Nd - O N DRAWN BY: Midwest Arch Dept DATE: 12-11-2003 �� 0 0 COMMUNITY -SPEC LEVEL 44 0i�-i Wage of Nest C1q CIO Level 4 GARAGE LEFT -t-+ C) Ono © COPYRIGHT 200 PULTE HOME CORPORATION SHEET No. 2.20 I a a N 0 I O VI n v n • c� L u -� r C7 II r v 'O N O CL x I c::> r C> aD P-c=� 0 CL Nd - O N DRAWN BY: Midwest Arch Dept DATE: 12-11-2003 �� 0 0 COMMUNITY -SPEC LEVEL 44 0i�-i Wage of Nest C1q CIO Level 4 GARAGE LEFT -t-+ C) Ono © COPYRIGHT 200 PULTE HOME CORPORATION SHEET No. 2.20 I a a N 0 I e ICE & WATER SHIELD TO 24' NIDE OF EXTERIOR WALL„ UN COMPOSITION ROOF SHINGLES PER oN SPEC OVER BLDGE FELT W/ STARTER d STRIP AND METAL DRIP OVER ROOF O DECK PER SPEC ON PRE-ENGINEERED ROOF TRUSSES PER PLAN r • PM e£v It R-38 INSULATION W/ BAFFLES WN. AIR SPACE 1/2° GYP. BD CORNICE PER ELEVATIONS DBL 20 TOP PLATE iz1D FRIEZE 1 /2' GYP. BD SHEATHING PER SPEC. OVER 2X4 STUDS AT 16' O.C. W/ KRAFT FACED VAPOR BARRIER M 2x4 BOTTOM PLATE SIDING PER SPEC, 3/4' T&G SUBFLOOR (GLUE & SCREW) ON FLOOR JOIST. v MANUFACTURED ENGINEERED FLOOR JOISTS - SEE SHOP DY,'GS FOR ADDITIONAL INFORMATION 1 /2' GYP. BD DBL 20 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&G SUBFLOOR (GLUE & SCREW) ON FLOOR JOIST. 20 TREATED SILL PLATE W/ ANCHOR BOLTS PER SPEC. 6' O.C., MIN. 12' FROM END MANUFACTURED ENGINEERED FLOOR JOISTS - Ns— SEE SHOP DWGS. FOR ADDITIONAL INFORMATION kw Ri9 BATT INSULATION AT BOND ME BITOUMIILOUS WATERPROOFING 8' CONCRETE YIALI_ VERIFY POUR HOT PER SPEC, ON CEMENTITIOUS — REINFORCE PER BUILDING CODE PARGING PER IRC -406.2 BACKFILL MATERIAL �,°p PER IRC-404.1.7(—_� �1 I�o °o0 4' CONC. SLAB OVER 6y MIL POLY 004 lei I I I 1 Imo -so t0 4 MIN. GRANULAR FILL jj f 4 °p - OVER UNDISTURBED BEAKING SOIL ��Ilf��ll-ll I�= II III 8' x 16' CONT. POURED 4' PERFORATED DRAIN TILE W/ CONCRETE FOOTING SOCK IN MIN 2' STONE BED W/ MIN 6' STONE COVER SCHEDULE 30 DRAINTILE AND BLEEDERS PER PLAN TYPICAL MALL SECTION - SIDING SCALE 1/2' = 1'-0' - (REAR WALL SHOWN) NOTE: STAIR BALUSTRADE SPACING TO MEET IRC R316.2 HANDRAIL PER SPEC TO MEET LOCAL CODE 36' UP FROM NOSE OF TREAD (FIELD VER!FY RAIL OR KNEEWALL) THERE SHALL BE NO HORIZONTAL z BALUSTER MEMBERS AND SPACING z I 10' SHALL BE SUCH THAT A FOUR , INCH DIAMETER SPHERE CANNOT PASS THROUGH n M1 10'-10 1/4' 13 T 0 10` CLEAR BASEMENT STAIR DETAIL STAIR DETAIL NO SCALE 1st FLOOR LEVEL BASEMENT PLATE LUNE SEE : RON SHT.S F5 INFO IN P 2nd FLR. 2nd FLO( 1st FLR. Isl FLOC BAE0 •J+i"ri51e� n SECTION THROUGH FOYER I FAMILY ROOM DRAWN BY: Midwest Arch Dept DATE: 12-11-2003 SECTION THROUGH KITCHEN 1 DINING ROOM AND M. BEDROOM SCALE : 1/4' = 1'-0' � --4- ;..q "' N N U� o u') 0 ,~'�O COMMUNITY -SPEC LEVEL ��,,}} Village of West Clay Level 4 v GARAGE LEFT .0 U-) 03510 o W�Iw U COPYRIGHT 2002 OvLE CORPORATION HEET No. 3.o0 N r a 0 I IN oN d n� O .� • It M v •J+i"ri51e� n SECTION THROUGH FOYER I FAMILY ROOM DRAWN BY: Midwest Arch Dept DATE: 12-11-2003 SECTION THROUGH KITCHEN 1 DINING ROOM AND M. BEDROOM SCALE : 1/4' = 1'-0' � --4- ;..q "' N N U� o u') 0 ,~'�O COMMUNITY -SPEC LEVEL ��,,}} Village of West Clay Level 4 v GARAGE LEFT .0 U-) 03510 o W�Iw U COPYRIGHT 2002 OvLE CORPORATION HEET No. 3.o0 N r a 0 I IN TRUSS A TRUSS B 12 TRUSS C 1, 8 0 l a c1 C) �m a -a a� 0 x O t CC3 C 0 t 0 43 Q Z � � cn i2 x 04 u 0 l tl a -a a� 0 x O t CC3 C 0 t 0 43 Q con cn i2 x 04 1 ai DRAWN BY: Midwest Arch Dept DATE; 12-11-2003 Q COPYRIGHT 2002 PULIE HOME CORPORATION COMMUNITY—SPEC LEVEL Wage of Nest Clay Level 4 GARAGE LEFT PLAN Name / No. Ellsworth II 3510 3510—IN—Levo-500 SHEET No. 5.900 I a 0 0 I 0 I I 12 8LIZ ��, zl� NOTE: ELEV.S SHOW ALL PELLA PRO -LINE WINDOWS, IYP. SEEN NONEon 0 0 No - .. no ■\r _ w : ■ tt! 11 F {i r 17 f_7 • ■ t d r Y1 s � � � r �R sauuuaauaauaaaauuaauuuuu�au��uuu�auuu�>luum>,uuaaxr>EruaaaNuuuEn�uia:zaauut,�uuuuuuuuuuuu�sr�uuuuuu�— uua�uuu�c�uauuuuur>Laura[rur=uuuuunuuu�:uuuuuuu��snat��� tsuuuelluuu taa.� sa>l�I�u:aua�uaasa _ fill CONT. RIDGE VENT SHINGLES PER SPEC. SOFFIT VENTS AS REVD TYP. CORNICE TRIM (1X2 ON IXIO) - SEF DETAILS 1X6 0. CNR. SRD. 1 w SIDING PER SPED BRICK RUALOCK Sal BRICK PER SPEC. TYPICAL REAR ELEVATION �-- QOOR BEFOORREOLL NST�TIBELOW SCALE:: 1/4'=1'-0' FF__ F7 ■ %iii■ii■�■r�■ii a Alu�taauaa ��-3aaau,�ru. uuauuU11=1 LINSTAL ROLL FLASHING BELOW DOOR BEFORE O CORBEL BRICK ON TOP OF CHIMNEY CONT. RIDGE VENT SHINGLES PER SPEC. SOFFIT VENTS AS REUO TYP. CORNICE TRIM (1X2 ON IXIO) - SEE DETAILS 1X6 VSD, CNP, BRO. SIDING PER SPEC. BOX RAKE PER SPEC. - 1X3 ON 1X10 TRIM SOFFIT VENTS AS REQb TYP. CORNICE TRIM (1X2 ON IXIO) - SEE DEMWLS 1X6 WD. CNR. BRD. SIDING PER SPEC. BRICK ROItLGCK Sal BRICK PER SPEC. AREA c) FIRST FLOOR r SECOND FLOOR • TOTAL 3510 j PARTIAL BASEMENT 1420 f FULL BASEMENT 1956 GARAGE 645 w 33 PORCH A', 'B' 9O • 335 PORCH 'D 48 , PORCH 'E' 120 a N r r r-� O O v -v .r: o i CL • . 1.�{ • • • ■ • p3 C1 w : ■ tt! 11 F {i r 17 f_7 • ■ t d r Y1 s � � � r �R sauuuaauaauaaaauuaauuuuu�au��uuu�auuu�>luum>,uuaaxr>EruaaaNuuuEn�uia:zaauut,�uuuuuuuuuuuu�sr�uuuuuu�— uua�uuu�c�uauuuuur>Laura[rur=uuuuunuuu�:uuuuuuu��snat��� tsuuuelluuu taa.� sa>l�I�u:aua�uaasa _ fill CONT. RIDGE VENT SHINGLES PER SPEC. SOFFIT VENTS AS REVD TYP. CORNICE TRIM (1X2 ON IXIO) - SEF DETAILS 1X6 0. CNR. SRD. 1 w SIDING PER SPED BRICK RUALOCK Sal BRICK PER SPEC. TYPICAL REAR ELEVATION �-- QOOR BEFOORREOLL NST�TIBELOW SCALE:: 1/4'=1'-0' FF__ F7 ■ %iii■ii■�■r�■ii a Alu�taauaa ��-3aaau,�ru. uuauuU11=1 LINSTAL ROLL FLASHING BELOW DOOR BEFORE O CORBEL BRICK ON TOP OF CHIMNEY CONT. RIDGE VENT SHINGLES PER SPEC. SOFFIT VENTS AS REUO TYP. CORNICE TRIM (1X2 ON IXIO) - SEE DETAILS 1X6 VSD, CNP, BRO. SIDING PER SPEC. BOX RAKE PER SPEC. - 1X3 ON 1X10 TRIM SOFFIT VENTS AS REQb TYP. CORNICE TRIM (1X2 ON IXIO) - SEE DEMWLS 1X6 WD. CNR. BRD. SIDING PER SPEC. BRICK ROItLGCK Sal BRICK PER SPEC. AREA c) FIRST FLOOR 1875. SECOND FLOOR 1635 j TOTAL 3510 j PARTIAL BASEMENT 1420 f FULL BASEMENT 1956 GARAGE 645 SIDE PORCH 33 PORCH A', 'B' 9O PORCH V 335 PORCH 'D 48 , PORCH 'E' 120 DRAIVN 6Y: Midwest Arch Dept DATE: 12-11-2003 COMMUNITY -SPEC LEVEL Fri Wage of West Clay Level 4 GARAGE LEFT © COPYRIGH O2 P L HOME CORPORATION MEET No. 7900 a 0 I I I I c) : i c) --�_ � �YJ ■co : V/ n a s �F� a ^ L r r r r-� O O DRAIVN 6Y: Midwest Arch Dept DATE: 12-11-2003 COMMUNITY -SPEC LEVEL Fri Wage of West Clay Level 4 GARAGE LEFT © COPYRIGH O2 P L HOME CORPORATION MEET No. 7900 a 0 I I I I w ■ : i con --�_ ■co : ■ s �F� a ^ L r r r O v -v .r: o r� C� CL U . 1.�{ DRAIVN 6Y: Midwest Arch Dept DATE: 12-11-2003 COMMUNITY -SPEC LEVEL Fri Wage of West Clay Level 4 GARAGE LEFT © COPYRIGH O2 P L HOME CORPORATION MEET No. 7900 a 0 I I I I 0 0 m i m NOTE: 12" BRICK LEDGE, TYP. 1W 3PELLA666 5 '�` W 36636,155 5'-1 1/4' S-5 3/4" 14'-4 3/4" PARTIAL SECOND SCALE 1/4' = 1'-0' 1 1 II NEWEL AND SPINDLE RAIL PER SPEC. - 6 1/4' SEE SHT 300 1'-0 1/4'• 12'-9' - X4 GIRDER TRUSS 3- X' 5-9 3/4" 3-PELLA-2959 ARai TOP TRSV 3 -WS -3060 ARCH TORP TRSM 3'-10 1/4' 2'-9 3/4' 2'-9 3/4' 3'-10 1/4' RPLAN 13'-4" 1 II I I II I 8' ARCH T ANS 41 OVER 3J4 D / 12' SI[ UTES PELLA-3365 -4 PELLA-3365 WS --3666 WS -3666 5-9 3/4' 3'-5 3/4' 5'-1 1/4' 14'-4 3/4' PEU-3365 WS -3666 6'-61/4" 1, 5-101/4" 12'-4 1/2' 2-PELLA-2965 W/ 2914 ARCH TOP TRSM 2 -WS -3066 W/ 3012 ARCH TOP TRSM 8' SCALE 1/4' = 1'-0' Z 2,-3 7/8' 12 5 L-'�-' 12 -11 318""� 122 2'-3� 7/8- 12 �5 2'-4 5/8" r..� ■-'_ii■ �■■ /■t /■oi:._:.� : err■r. ,=a ENRONNo=- ON I Nos No w I 1 ■■■ ■ �■.Mw ■■■ ■■■ ■■■ a■.■ ■■■ ONE _ ■■■ son _ r ■■■ on �. on _ ■■■ Mon i iu�n�u�i�une�uruunuuu-u-urEN- Eiu�funuu��nu����i�uuunui �t�n�u�t�uiu�Ri���uui�i........:�:i��nurrritrltUNuu�n�ur��t��rrn�u�i�u�tutif�rannir�u■wu�_:rn�t�� .rar IN STALL ROIi FLASHING BELOvd L SEE IMT 705a FOR PORCH re -- 1 FRONT1, I DOOR PRIOR TO INSTALLATION DETAILS SCALE 1/4' = 1'-0' NOTE: ELEV.S SHOW ALL PEL LA PRO -LINE WINDOWS, TYP. AREA 3 -PEVA -2965 W/ 2914 ARCH TOP TRSM FIRST FLOOR 1875 SECOND FLOOR 1635 TOTAL 3-POIA-2965 W/ 2914 ARCH TOP TRS'1 PARTIAL BASENENT 1420 FULL BASELIENT 1956 3 -WS -3066 W/ 3012 ARCH TOP TRS1 645 SIDE PORCH 33 PORCH 'A', '8' 3 -YDS -3066 W/ 3012 ARCH TOP TRSLi PORCH 'C' 335 PORCH 'D' 48 PORCH 'E' 120 �'� Via`- d 3-20 - - r r.- Z 3-2X4 � W I zt. u T - C7 1'-3 3/4" 1'-3 3/4' O *rte EL �CIS 3'-8 1/2' 3'-1 3/4" 3'-1 3/4" 4'-4 314' 10'-8 1/2' a 4'-4 3/4' 3'-1 3/4' 3'-1 3/4" �a 3'-8 i/2" 5'-0^ 3'-1 3/4" 4'-2 3/4" Aq 14'-4 3/4" fl I 1 13'-4' 14'-4 3/4' 12'-4 1/2' KULK PER FRONT PORCH IS 6' +/- lit if UNE OF FRONT HDR OETAT AQOYE CIRCULAR STRUCTURAL CONC. PAD OVER BRICK 2'-11 3/4' 8'-O 1/2' 2'-11 3/4" COL Wf BCS 2-2/4 CAP CO WRAP - ADJUST PER BRICK COURSING A11D 18' SQUARE BASE, TYP. - SEE DETAIL PER 14'-0 3/4' 4'-1 1/2' 5-g! 4'-1 1/2' SPEC PARTIAL FIRST FLOOR PLAN SCALE 114' = 1'-0' ff 10'-0 1/2" 12'-4 1 /2' -T--4 T/2-- — 'T6 --4 17r-- -g' 1'-9 J �_-�- --- DASHED UNE SHOWS o m -0 6'-6 1/2' ,, - 3 ^ CONTINUATION OF BRICK, LAID ON FND WALL, AND } WRAPPED AROUND L L7 FW(NG -1 14'-4 314" _ 4'-1 1/2' 5'-9" — 4'-1 1/2' PARTIAL FOUNDATION PLAN SCALE 1/4' = 1'-0' Z 2,-3 7/8' 12 5 L-'�-' 12 -11 318""� 122 2'-3� 7/8- 12 �5 2'-4 5/8" r..� ■-'_ii■ �■■ /■t /■oi:._:.� : err■r. ,=a ENRONNo=- ON I Nos No w I 1 ■■■ ■ �■.Mw ■■■ ■■■ ■■■ a■.■ ■■■ ONE _ ■■■ son _ r ■■■ on �. on _ ■■■ Mon i iu�n�u�i�une�uruunuuu-u-urEN- Eiu�funuu��nu����i�uuunui �t�n�u�t�uiu�Ri���uui�i........:�:i��nurrritrltUNuu�n�ur��t��rrn�u�i�u�tutif�rannir�u■wu�_:rn�t�� .rar IN STALL ROIi FLASHING BELOvd L SEE IMT 705a FOR PORCH re -- 1 FRONT1, I DOOR PRIOR TO INSTALLATION DETAILS SCALE 1/4' = 1'-0' NOTE: ELEV.S SHOW ALL PEL LA PRO -LINE WINDOWS, TYP. AREA c) FIRST FLOOR 1875 SECOND FLOOR 1635 TOTAL 3510 PARTIAL BASENENT 1420 FULL BASELIENT 1956 GARAGE 645 SIDE PORCH 33 PORCH 'A', '8' 90 PORCH 'C' 335 PORCH 'D' 48 PORCH 'E' 120 CONT. RIDGE VENT SHINGLES PER SPEC. SOFFIT VENTS AS REO'D 12' OVERHANG, TYP. FYPON 1062600 ROOF BRACKET TYP. CORNICE TRIM (IX3 ON 1X10) - SEE DETAILS SOLDIER COURSE W/ ENDBLOCKS STONE SILL BRICK PER SPEC. STONE HDR DETAIL 13/4' STONE SILL BRICK R0111LOC( SILL ECK PER SPEC. 11���11/Oil� i c) \ Y O I r- c) • �{ 00 • n vt d vZ r r.- Z � � W I zt. u T - 11���11/Oil� i O I r- 00 Q -N r r.- � � W I zt. V� T - C7 O *rte EL �CIS �J �a 4; Aq DRAWN BY: Midwest Arch Dept DATE: 12-11-2003 T O COMMUNITY -SPEC LEVEL �1 Village of West Clay Level 4 v GARAGE LEFT 44 0 0 www © COPYRIGHT 2002 PULTE HOME CORPORATION SHEET No. 7,004 0 I 0 I I I a --..�.1�■ ■a faaaaaauaraarua�aaraaaarivaaaaaaarraaa ; • � ' �• •• aaaaraarraaarra>;aaa�a� aaa��aaa � rrr - PARTIAL LEFT ELEVATION f FRONT PORCH DETAILS NO SCALE 1X2 ON 1X6 TRIM ON SHED ROOF, SHINGLES PER SPEC MASSIVE BUILT-UP FAUX DOW HDR. - T-0' X 1'-10' X 10% OVERHANG COLUMNS 4 - WRAP IN MART SOFFIT, PAINT PER SPEC 12' CIRCULAR STRUCTURAL CCL. W/ BCS 2-2/4 CAP AND 18' SQUARE BASE, o TYP. - SEE DETAIL PER ' SPEC i cc NOTE: BRICK 3 SIDES INCLUDED WHEN BRICK ELEV. IS SELECTED CORBEL CHIMNEY TOP SHINGLES PER SPEC. SOFflT VENTS A5 REUD "Ca 12' OVERHANG, TYP. RAISED �� �626DD RDOFJ BRACKET CORNICE DETAIL ON1X10} CORNICE SCALE 1/4' = 1'-0' SOLDIER COURSE W/_ ENDEILOCKS SEE DETAIL THIS SHT fOR PORCH kNFO. BRICK PER SPEC. —� �I BRICK ROWLOCK SILL CONCRETE PORCH CAP BRICK PER SPEC. -- o PARTIAL RIGHT ELEVATION SCALE 1/4' = 1'-0' 'lo -F-+ 0 11 ci �� etl x I Yt >~ c7 1 I r {u�f - I -v w N v4 x--11 i �t v u 1 ' Ie i 111 •11 i s 1 11 1 le 1 1 • It r ii 1 L ----------------------^'--�--r---------- { 1I'1 1 1 ---T ..-_J --_ 1 [3 1--------------C-=====C�=��-i�--}====f----------- - I :_ 1 1 1 LJl t l 1 ------J---L-------------- i-----------------------_.............---....---------------- ..----------- 1 "--- a_ __-_-� TtLt- ------r--__"�T'-Tt-__r--T-T.._r.. _._....,. _.-....... «...., t T--T-----T-r--r-_-�v^__'"-r—� -rte^TT'J--'---- ---- ill 'IS til 1II .-----------------.-...-------.--- 1 I ' t ' 1 ' ' I I 1 t ' 1 ' I ----------------------- 1 ! 1 t 1 7---__--___ ---_-_--..3 t 1 1 1 I 1 1 6 ----------------------- L ----------------J i---------------- ------------.---PARTIAL PARTIALSCHEMATIC ROOF LAYOUT SCALE 1/4' = 1'-O' --..�.1�■ ■a faaaaaauaraarua�aaraaaarivaaaaaaarraaa ; • � ' �• •• aaaaraarraaarra>;aaa�a� aaa��aaa � rrr - PARTIAL LEFT ELEVATION f FRONT PORCH DETAILS NO SCALE 1X2 ON 1X6 TRIM ON SHED ROOF, SHINGLES PER SPEC MASSIVE BUILT-UP FAUX DOW HDR. - T-0' X 1'-10' X 10% OVERHANG COLUMNS 4 - WRAP IN MART SOFFIT, PAINT PER SPEC 12' CIRCULAR STRUCTURAL CCL. W/ BCS 2-2/4 CAP AND 18' SQUARE BASE, o TYP. - SEE DETAIL PER ' SPEC i cc NOTE: BRICK 3 SIDES INCLUDED WHEN BRICK ELEV. IS SELECTED CORBEL CHIMNEY TOP SHINGLES PER SPEC. SOFflT VENTS A5 REUD "Ca 12' OVERHANG, TYP. RAISED �� �626DD RDOFJ BRACKET CORNICE DETAIL ON1X10} CORNICE SCALE 1/4' = 1'-0' SOLDIER COURSE W/_ ENDEILOCKS SEE DETAIL THIS SHT fOR PORCH kNFO. BRICK PER SPEC. —� �I BRICK ROWLOCK SILL CONCRETE PORCH CAP BRICK PER SPEC. -- o PARTIAL RIGHT ELEVATION SCALE 1/4' = 1'-0' f 0 l 11 00 'lo -F-+ 0 ci x I Yt >~ c7 n r {u�f - I -v w N v4 x--11 i �t v u f 0 l 11 00 Irl nr� �•• lauaum r�I�r>fnfNll • } 0 a a 0 ■suuaauaraaarualitaauurwarwataauuaaaaaaaaar Q COPYRIGHT 2002 PULTE HOME CORPORATION DRAWN BY: Midwest Arch Dept DATE: 12-11-2003 COMMUNITY -SPEC LEVEL Visage of west Clay Level 4 GARAGE LEFT PLAN Name / No. Ellsworth II 3510 3510—IN—Lev4-704a HEET No. 7.04a I 0 I 'lo -F-+ 0 ci x I >~ c7 r -v w N v4 x--11 i Irl nr� �•• lauaum r�I�r>fnfNll • } 0 a a 0 ■suuaauaraaarualitaauurwarwataauuaaaaaaaaar Q COPYRIGHT 2002 PULTE HOME CORPORATION DRAWN BY: Midwest Arch Dept DATE: 12-11-2003 COMMUNITY -SPEC LEVEL Visage of west Clay Level 4 GARAGE LEFT PLAN Name / No. Ellsworth II 3510 3510—IN—Lev4-704a HEET No. 7.04a I 0 I