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HomeMy WebLinkAbout0540.95.20 0 0 0 d- 0 0 cn AREA FIRST FLOOR 1787 SECOND FLOOR 1461 SUBTOTAL 3248 GARAGE 699 TOTAL 3947 - O i� D I CRAWL - BASEMENT 1817 HEIGHT 2810 /6 C50 4'-0" SPACE FOR 3-GANG BOX - 12" x 14" - 5OFFIT DROP 12'-3" LONG CORNER 45 DEG. SURFACE 17" WIDE 2'-0" 2-2x10 59'-4" 12'-5 1 /2" 121-6" 3-1632 GSMT 3 AY I �/ I 6'-7" 5'1 /2" 21 4" r 2'-8 I/2" 2' 8 I /2" 2'-8 1/2" 2'-0 1/2" 69" SOFFIT - O i� D I � OFFSET BEAM TO EXT., FLUSH - �I - /6 C50 3-2x4 T n n 2- 1 3/4 x 16 ML BEAMS - TO INSIDE FACE OF STUD 6 N 6-2x4 LN - - J 2434 2434 2434 2434 2834 DH -3 I -_ — 1 4" x 6" x 1/4" LLV W/ 3/4" THRU-BOLTS AT 16 " 150FFIT -2x8 I SEE KITCHEN BOX WINDOW DETAIL m 6ARPEN ROOM CERAMIC TILE 5EE-THRU 1 1 GT G PER 2- 1 3/4" x 9 1/2" ML w/ BOTTOM OF HDR 0 7'-I 7/8" ABOVE SUBFLR x N LAUNDRY N �' 9'-0 1 /4" MIN Z 5TU05 B EA END 3 2/6 3-1632 GSMT 3 AY I �/ I 3-II 7/8" ML BEAM 2x6 FRAME WALL 0 OARAGE DOORS FRAMIN 69" SOFFIT - O i� D I � OFFSET BEAM TO EXT., FLUSH - �I - /6 C50 3-2x4 T n n 2- 1 3/4 x 16 ML BEAMS - TO INSIDE FACE OF STUD 6 N 6-2x4 LN - - J W/ BRICK GABLE, USE = r r-� 5 -3 I -_ — 1 4" x 6" x 1/4" LLV W/ 3/4" THRU-BOLTS AT 16 " 150FFIT -2x8 I 5EE-THRU 1 1 BEARING LAUNDRY FIREPLACE _ WALL I W I L I F N - - -� 4/0 BF I VE) - K ITGHEN T N NDOK 1 5 B K (2/8 I o'c - K Tom N TO 7 =4 AFF- 1'= 1r��OE 1 VINYL S SOFFIT DROP V VINYL 7 2 -2x8 BEARING 72" 1 15 N NNIP N NOTE ` `v O O o WALL o I I ® ® O O I CARPET I SEE 5HT 3.1 FOR DETAILS N �L - - - - -- J N S J — SOFFIT O OVER ISLAND. N � 31/2" x EF " 10'-1" 2 21 -1" 5 I/ " 6 6'-5 1/2" 3 3'-1" 5'-7 1/2' N "' 2 -2x8 9 9" SOF N N - - - -� 2/6 STACK AY I �/ I 2x6 FRAME WALL 0 OARAGE DOORS FRAMIN 69" SOFFIT - i� D I � ° r ,o - �I - /6 C50 I n n 2- 1 3/4 x 16 ML BEAMS - MIN OF 3 STUDS 8 EAGHEND OF N 8° LN - - J W/ BRICK GABLE, USE -3 I -_ — 4" x 6" x 1/4" LLV W/ 3/4" THRU-BOLTS AT 16 " 150FFIT -2x8 I BEARING LAUNDRY _ WALL I W I L I Q11 N - - -� 4/0 BF I O N FRAM1 DROP CEILING 5 B K (2/8 I o'c TO 7 =4 AFF- P I N I N6 2 -2x8 BEARING WALL CARPET SECURE BOND BEAM TO GIRDER W/ 3/4" THRU BOLTS AT 6" O.G. o r 5-2x r 5-20 O F X ATTIC ENGINEERED GIRDER TRU55 r co X55 0 M 0 0 3 - 12" MICRO -LAM HEADERS w/ SIDE ENTRY GARAGE OPTION ti x FIRST FLOOR PLAN SCALE: 1/4' = 0 -0" GARAGE 22'-4" REF ELEV.S 10'-9" 2 -2x12 0 81-113/4" II" -;u 2-2834 DH -CXO TYP. 2834 DH TYP. if 2-2x10 ABOVE 2x6 5TU05 AT 12" 0 -SPACE WINDOWS W/ r 4" MIN. BETWEEN BRICKMOLD N o FAN ILY ROOM CARPE VAUL CEILING N c r LL' r 50LIP BLCK'G TO r BEARING MLOWj o OPT, FRENCH DOORS 16 11'-5° 2- 2/0_ NOTE: r CHASE ON ROOF MUST ALIGN w/ TH15 CORNER OF CHASE. NX r r S0L 10 12 - 13/4' x 9 1/211 BLOCKING- 3 r 2-2x8 X2/8 II II II r III r 1 3'-9 1 II 1 I 2i_In I NI r 8'-6" 12'-4 1/2" 12-4 1/2" 6'-10" 3-2x413L4 _x 9— n n n I u 12' -1" ARING WALL STACK FRAMING 2-2/0 1'-8" /63\ o �Oi o � �' °w o w LI13RARY CARPET 61-0 1/2" 64 1/2" _N L IV IN6 ROOM CARPET s oc 1/2" R8' ' w 0 SHORT WALL FLUSH TO STRINGER, SLOPE At STRINGER ANGLE w/ o WOOD GAP AND RAILING o FOYER ASEDOPENINfS HARDWOOD I 83" HIGH TYP. TWO STORY II 3-2x6 u _ 2 -2x4 HEADER -- 2-2x12 2-2x4 HEADER = 2 -2x12 2 -2x4 \ 2-2x4 2x6 STUDS AT 12" OG BALLOON FRAME WALL 124 1/2" 2 3.1 3 I N 5EE ELEVATION SHEETS FOR SPECIFIC GONP IT IONS AT THE FRONT WALL OF THE TWO-5TORY FOYER - WALL THICKNE55 VAR 165 FROM 2x4 TO 2x6. NOTE: ERRORS AND OM15510N5 WHICH MAY OCCUR IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, IN WRITING, AND WRITTEN INSTRUCTION SHALL BE OBTAINED PRIOR TO PROCEEDING WITH CONSTRUCTION. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY ERRORS, D15CREPANCIE5 OR OMISSIONS FOR WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT PRIOR TO CONSTRUCTION AND /OR FABRICATION OF THE WORK. 371-0" NOTE= FIELD CHECK ALL APPROPRIATE ANO �� CURRENT DETAILS 3 FOR TH15 PROJECT PRIOR TO START OF CONSTRUCTION m 6IRDER TRU55 BEARING HEADER OFF J015T5 ABOVE FOR W/C PLUMBING SEE 50T 4.1 -FIRST J015T TO CLEAR TUB DRAIN ABOVE -2x6 WALL 0 M 0 N N 0O L d O (S) V 03 03 c Ot N A Q CZ ra N z° N NOTE - ALL DIMENSIONS ARE FROM FACE OF STUD TO r FACE OF STUD. ALL STUDS ARE 3 1/2" UNLE55 NOTED. ALL DIMENSIONS PRESENTED HERE ARE FRAME DIMENSIONS ONLY -SEE SHT. 1.1 FOR FOUNDATION FOOTPRINT. Field verify all dimensions REVIEW RIFY W/ ELEVATIONS AW CORNICERDETAILS HT. AND DO NOT SCALE DRA WINGS! tf� _O Ir- ♦ fl z Q z Q f= d �- d • I 0 N � z d m �i ZZLI © Gopyrlght 1993 Sean Chrl9topher Hor NOTE; STACK r o II I 2x6 FRAME WALL 0 OARAGE DOORS FRAMIN r v 3 c_., w/ SIDE ENTRY OARAGE OPTION � ° r ,o I n n 2- 1 3/4 x 16 ML BEAMS - MIN OF 3 STUDS 8 EAGHEND OF R N 8° — I `° i W/ BRICK GABLE, USE -3 I PROVIDE J015T HANGERS FROM 4" x 6" x 1/4" LLV W/ 3/4" THRU-BOLTS AT 16 " JOISTS TO BOND BEAM - I SECURE BOND BEAM TO GIRDER W/ 3/4" THRU BOLTS AT 6" O.G. o r 5-2x r 5-20 O F X ATTIC ENGINEERED GIRDER TRU55 r co X55 0 M 0 0 3 - 12" MICRO -LAM HEADERS w/ SIDE ENTRY GARAGE OPTION ti x FIRST FLOOR PLAN SCALE: 1/4' = 0 -0" GARAGE 22'-4" REF ELEV.S 10'-9" 2 -2x12 0 81-113/4" II" -;u 2-2834 DH -CXO TYP. 2834 DH TYP. if 2-2x10 ABOVE 2x6 5TU05 AT 12" 0 -SPACE WINDOWS W/ r 4" MIN. BETWEEN BRICKMOLD N o FAN ILY ROOM CARPE VAUL CEILING N c r LL' r 50LIP BLCK'G TO r BEARING MLOWj o OPT, FRENCH DOORS 16 11'-5° 2- 2/0_ NOTE: r CHASE ON ROOF MUST ALIGN w/ TH15 CORNER OF CHASE. NX r r S0L 10 12 - 13/4' x 9 1/211 BLOCKING- 3 r 2-2x8 X2/8 II II II r III r 1 3'-9 1 II 1 I 2i_In I NI r 8'-6" 12'-4 1/2" 12-4 1/2" 6'-10" 3-2x413L4 _x 9— n n n I u 12' -1" ARING WALL STACK FRAMING 2-2/0 1'-8" /63\ o �Oi o � �' °w o w LI13RARY CARPET 61-0 1/2" 64 1/2" _N L IV IN6 ROOM CARPET s oc 1/2" R8' ' w 0 SHORT WALL FLUSH TO STRINGER, SLOPE At STRINGER ANGLE w/ o WOOD GAP AND RAILING o FOYER ASEDOPENINfS HARDWOOD I 83" HIGH TYP. TWO STORY II 3-2x6 u _ 2 -2x4 HEADER -- 2-2x12 2-2x4 HEADER = 2 -2x12 2 -2x4 \ 2-2x4 2x6 STUDS AT 12" OG BALLOON FRAME WALL 124 1/2" 2 3.1 3 I N 5EE ELEVATION SHEETS FOR SPECIFIC GONP IT IONS AT THE FRONT WALL OF THE TWO-5TORY FOYER - WALL THICKNE55 VAR 165 FROM 2x4 TO 2x6. NOTE: ERRORS AND OM15510N5 WHICH MAY OCCUR IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, IN WRITING, AND WRITTEN INSTRUCTION SHALL BE OBTAINED PRIOR TO PROCEEDING WITH CONSTRUCTION. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY ERRORS, D15CREPANCIE5 OR OMISSIONS FOR WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT PRIOR TO CONSTRUCTION AND /OR FABRICATION OF THE WORK. 371-0" NOTE= FIELD CHECK ALL APPROPRIATE ANO �� CURRENT DETAILS 3 FOR TH15 PROJECT PRIOR TO START OF CONSTRUCTION m 6IRDER TRU55 BEARING HEADER OFF J015T5 ABOVE FOR W/C PLUMBING SEE 50T 4.1 -FIRST J015T TO CLEAR TUB DRAIN ABOVE -2x6 WALL 0 M 0 N N 0O L d O (S) V 03 03 c Ot N A Q CZ ra N z° N NOTE - ALL DIMENSIONS ARE FROM FACE OF STUD TO r FACE OF STUD. ALL STUDS ARE 3 1/2" UNLE55 NOTED. ALL DIMENSIONS PRESENTED HERE ARE FRAME DIMENSIONS ONLY -SEE SHT. 1.1 FOR FOUNDATION FOOTPRINT. Field verify all dimensions REVIEW RIFY W/ ELEVATIONS AW CORNICERDETAILS HT. AND DO NOT SCALE DRA WINGS! tf� _O Ir- ♦ fl z Q z Q f= d �- d • I 0 N � z d m �i ZZLI © Gopyrlght 1993 Sean Chrl9topher Hor o OPT, FRENCH DOORS 16 11'-5° 2- 2/0_ NOTE: r CHASE ON ROOF MUST ALIGN w/ TH15 CORNER OF CHASE. NX r r S0L 10 12 - 13/4' x 9 1/211 BLOCKING- 3 r 2-2x8 X2/8 II II II r III r 1 3'-9 1 II 1 I 2i_In I NI r 8'-6" 12'-4 1/2" 12-4 1/2" 6'-10" 3-2x413L4 _x 9— n n n I u 12' -1" ARING WALL STACK FRAMING 2-2/0 1'-8" /63\ o �Oi o � �' °w o w LI13RARY CARPET 61-0 1/2" 64 1/2" _N L IV IN6 ROOM CARPET s oc 1/2" R8' ' w 0 SHORT WALL FLUSH TO STRINGER, SLOPE At STRINGER ANGLE w/ o WOOD GAP AND RAILING o FOYER ASEDOPENINfS HARDWOOD I 83" HIGH TYP. TWO STORY II 3-2x6 u _ 2 -2x4 HEADER -- 2-2x12 2-2x4 HEADER = 2 -2x12 2 -2x4 \ 2-2x4 2x6 STUDS AT 12" OG BALLOON FRAME WALL 124 1/2" 2 3.1 3 I N 5EE ELEVATION SHEETS FOR SPECIFIC GONP IT IONS AT THE FRONT WALL OF THE TWO-5TORY FOYER - WALL THICKNE55 VAR 165 FROM 2x4 TO 2x6. NOTE: ERRORS AND OM15510N5 WHICH MAY OCCUR IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, IN WRITING, AND WRITTEN INSTRUCTION SHALL BE OBTAINED PRIOR TO PROCEEDING WITH CONSTRUCTION. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY ERRORS, D15CREPANCIE5 OR OMISSIONS FOR WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT PRIOR TO CONSTRUCTION AND /OR FABRICATION OF THE WORK. 371-0" NOTE= FIELD CHECK ALL APPROPRIATE ANO �� CURRENT DETAILS 3 FOR TH15 PROJECT PRIOR TO START OF CONSTRUCTION m 6IRDER TRU55 BEARING HEADER OFF J015T5 ABOVE FOR W/C PLUMBING SEE 50T 4.1 -FIRST J015T TO CLEAR TUB DRAIN ABOVE -2x6 WALL 0 M 0 N N 0O L d O (S) V 03 03 c Ot N A Q CZ ra N z° N NOTE - ALL DIMENSIONS ARE FROM FACE OF STUD TO r FACE OF STUD. ALL STUDS ARE 3 1/2" UNLE55 NOTED. ALL DIMENSIONS PRESENTED HERE ARE FRAME DIMENSIONS ONLY -SEE SHT. 1.1 FOR FOUNDATION FOOTPRINT. Field verify all dimensions REVIEW RIFY W/ ELEVATIONS AW CORNICERDETAILS HT. AND DO NOT SCALE DRA WINGS! tf� _O Ir- ♦ fl z Q z Q f= d �- d • I 0 N � z d m �i ZZLI © Gopyrlght 1993 Sean Chrl9topher Hor CZ ra N z° N NOTE - ALL DIMENSIONS ARE FROM FACE OF STUD TO r FACE OF STUD. ALL STUDS ARE 3 1/2" UNLE55 NOTED. ALL DIMENSIONS PRESENTED HERE ARE FRAME DIMENSIONS ONLY -SEE SHT. 1.1 FOR FOUNDATION FOOTPRINT. Field verify all dimensions REVIEW RIFY W/ ELEVATIONS AW CORNICERDETAILS HT. AND DO NOT SCALE DRA WINGS! tf� _O Ir- ♦ fl z Q z Q f= d �- d • I 0 N � z d m �i ZZLI © Gopyrlght 1993 Sean Chrl9topher Hor NOTE - ALL DIMENSIONS ARE FROM FACE OF STUD TO r FACE OF STUD. ALL STUDS ARE 3 1/2" UNLE55 NOTED. ALL DIMENSIONS PRESENTED HERE ARE FRAME DIMENSIONS ONLY -SEE SHT. 1.1 FOR FOUNDATION FOOTPRINT. Field verify all dimensions REVIEW RIFY W/ ELEVATIONS AW CORNICERDETAILS HT. AND DO NOT SCALE DRA WINGS! tf� _O Ir- ♦ fl z Q z Q f= d �- d • I 0 N � z d m �i ZZLI © Gopyrlght 1993 Sean Chrl9topher Hor