Loading...
HomeMy WebLinkAbout0674.01 Building Plans0 1 OF U-0 1 4 f i I 15310 R-v'ER NRG1 I P.D. WESTF1Et-O IN 46074 (31 7) (507-0880 I-I5GLA "ER, THESE DRAWING5 ILLUSTRATE DF�'N C,ONGEoTS ONLY. PROFE500tW15 GONSTRUGTING THIS DESkSN ARZn RESPONSIBLE FOR CODE COM -LANCE, STRUCTUR4.., -MEGfANICAL, AND ELECTRICAL DESAGN AND MA"f:RAL SPECIFICATIONS. RFPRODJC-nON OF THESE D.'A.WING5 IS LMMO TO THE PURGI-05ER USING THEM FOR CONSTRUCTION PURPOSFS. RELEASSED _ -30PROJEcT 2 ` of SEa?a a'ld Loca'o �- , -PT OF CO�Aiv UN ` I � COMMUNITY tY `. G E.Ed) DA E 05-18--01 - t /E�t Ai _ " OF CARMEL f CLAY T0V°+N.SJ-�Gv� .. 06-01-01 I(VOlAAriA RE�/c51ON5 SI—IEET NO. COPYRIGHT- SCHNEIDER DESIGNS INC. 2001 1 OF U-0 1 4 RIGHT ELEVATION SCALE: 1/8' =1'-0" GLC. J SECOND € FLOOR ` w..„....._--------� FIRST ' FLOOR_m F �E �s �7[ I BASEMENT — v — _ — _ - LEFT ELEVATION SCALE. 1/8°=1'-0" GLS. — - — - — - T SECOND FLOOR V mm y FIRST FLOOR BASEMENT FRONT ELEVATION SCALE: 1/8'= l' -O` REAR ELEVATION SCALE: 1/8' =1'-Q' GLC SECOND FLOOR FIRST FLOOR BASEMENT GLC. SECOND FLOOR FIRST i FLOOR G BASEMENT COPYRIGHT: SCHNEIDER DESIGNS INC, 2001 S E; M vo. 2 OF J 4 J J J E � { i 1 � E � f ! E I c , a 1 �ry3 t { ! —1 d ! 1 1 1! 9![ 1 1 l! 1€ E I 1 E f i 1 1 1? FOUNDATION BASEMENT PLAN COPYRIGHT: SCHNEIDER DESIGNS INC, 200' 1 i fNEIDER DESIGNS INC. 200' ffer"Waaiaia *-elm lit �f 1.5910 RN/ER BIR; H RD. WESTFS-0 IN 490-14- (317) 90-14(317) 867-0880 V ISCLAIMER- 1-HE5E L)RA\MNG-5 ILLU57-,AI'P D 51GN CONCEP .5 ONLY. PROFESSIONALS CONSTRUcnNG TMS DESISN ARE RESPONSIBLE FOR COVE COt" 1PL1aNGE, SlAUCTURAL, MEGHANCAL, AND ELECTRICAL DESIGN AND MAT=RAL SPE0F1CA11ONS. REPRODJCTION OF THESE D: A\VN05 i5 LIMITED TO THE ?URCHASER USINS ?HEM FOR CONS'P.UCTION PURPOSE=S. PROJE T32.99-3092 DA t 05-18-01 ~�sloNs a�-ol-ol 4-0FFO ♦Y J iEGOND FLOOR PLAN COPYRIGHT: SCHNEIDER DESIGNS INC, 200. 1 15810 RVER BIRCH PD. WESTRELD IN 4ZC)—/4 (317) 807-0880 DI5GLA .'lER THESE DRAWINGS IU -US -MAI -E DESIGN GONGE?T5 ONLY. PR0FE9SI0N,AL5 GON5TRUG7NG THIS DESIGN ARE RE5P0N5iBL FOR CODE COM?UANCE, 5'112UC-URA.., MEGHANICAL, AND EUECMCAL DESIGN AND MAT=RiAL SPEGIFIGATIONS. REPRODUCTION OF THESE D -AWNGS IS UMrED TO THE. PURCHASER 1)51NG -HEM FOR GON57FdJG WN PURPOSES. PROJECT 3299-3092 - ----------- - ------------ ------------- --------- ------------------ ------------------------- DA'Tt 05-18-01 R;=VISIONS O�"O1"�1 5Hi NO. 5 OF (o •'Y •'v i J J i J 9 1/4" 03/ " 101/ 3/4" FIN. WD. RISS R-38 INSULA 112" DRYWAtC 2-2X10H . WINDOW UNff--- 2 X 4 WD. STUDS @ 16" O.C. CANT4" 1 1/16" X 10 1/4" R-13 INSULATI FIN. WD. TREAD 2 X 4 FRAMING @ 16" o.s,,,� N 3/4" PLYWOOD SUB-FL00 2 STRINGER p IN. WIDTH 2X 10 F.. STAIR TREAD DETAIL 1/2" DRYW / 1 Ili—, 11 = 11 _ O11 2-2X10H WINDOW UM:F - "R" VALUES W/ SIDING OUTSIDE AIR FILM I . ALL VENTS � STACKS TO BAGK SIDE OF RIDGE. 2 X 4 WD. STUDS 2. ALL RAFTERS ARE SIZED BY BUILDER 1.05 3. ALL HIP, VALLEY $ RIDGE BOARDS ARE ROOFPLANSIZED BY BUILDER. SECOND FLOOR 4. ALL ROOF PITGHES ARE 12/12 U.O.N- SCALE: 1/4" -1'-0" TOTAL LIMING V2" DRYWALL 5. PROVIDE 2 X 6 OUTRIGGERS @ 16" O.G. BASEMENT: AT ALLL GABLE5 AND RAKES. 0.69 6. ALL OVERHANGS ARE 12" PLUS BRICK VENEER. TOTAL 7. PROVIDE BRACING, KNEE WALLS COLLAR TIES UNFINISHED AS REQUIRED. 8. ROOF VENTS AS PER BUILDER'S SPEC. 9 1/4" 03/ " 101/ 3/4" FIN. WD. RISS R-38 INSULA 112" DRYWAtC 2-2X10H . WINDOW UNff--- 2 X 4 WD. STUDS @ 16" O.C. CANT4" 1 1/16" X 10 1/4" R-13 INSULATI FIN. WD. TREAD 2 X 4 FRAMING @ 16" o.s,,,� N 3/4" PLYWOOD SUB-FL00 2 STRINGER p IN. WIDTH 2X 10 F.. STAIR TREAD DETAIL 1/2" DRYW / 1 Ili—, 11 = 11 _ O11 2-2X10H WINDOW UM:F - "R" VALUES W/ SIDING OUTSIDE AIR FILM 0.17 2 X 4 WD. STUDS 5/4" WOOD SIDING: 1.05 @ 16" 0. R -BOARD 0HEA1HIN0 4.60 SECOND FLOOR BATT INSULATION 13.00 TOTAL LIMING V2" DRYWALL 0.48 BASEMENT: INSIDE AIR FILM 0.69 R-13 INSULATI TOTAL 19.90 UNFINISHED 723 3/4" PLYWOOD 1744 SUB-FLOOfZ "R" VALUES W/ BRICK OUTSIDE AIR FILM 0.17 DRICK 0.73 3/4" AIR SPACE 1.01 R-DOARD SHEATHING 4.60 2 X 10 F.J. GATT INSULATION Moo @ 16" O.C. V2" DRYWALL 0.48 INSIDE AIR FILM 0.66 TOTAL 20.64 112" DIA. X 12" A AREA TABULATION GARAGE 798 FP-ONT PORCH 116 REAR POPGH 61 BOLTS @ 48" 0.& 8" CONC. WAH 2 X 4 CONTINU KEYWAY 4" CONC. SLAB ON GRAN. FILL 8" X 16" CONC. FOOTING WALL SE SHINGLES AS SPEC. 7/16 CDX PLYWOOD DECKING 2 X 6 RAFTERS @ 16" O.C. 2 X 6 CEILING JOISTS @ 16" O.C. BAFFLE @ 2" CLG. PL CONT. METAL GUTTER 1 X 8 FASCIA 2 X 6 SUB -FASCIA 3/8" PLYWOOD SOFFIT co CONT. SOFFIT VENT co 1 X 4 FRIEZE co iU r- rn zo SIDING AS SPEC. SECOND FLOOR 2 X 10 F.J. SOLDIER COURSE 112" BITUMINOUS SHEATHING BRICK SILL FIRST FLOOR 2 X 10 F.J. @ 16" O.C. GRADE MOISTURE BARRIER BASEMENT --�••�— 4" INNER & OUTER PERIMETER DRAINS W/ GRAVEL BACKFILL CTION i 15810 RYER BIRCH RD. WESTFIELD IN 46074 (?17) 807-0880 DSCLA - ER• THESE DRAWINGS IU_USTRA.TE DSIGN CO14CE.7TS ONLY. ! O(-E.5.510NA1 S CON5TTZLCMN& THLS DESIGN AFS RESPONSIBLE FOR 00DE GOM?MANGE, S?RUC I -;RA•, MECHANIDAL, AND ELECTOCAL. DESIGN AND MAT=RAI_ SPECSCA710N5. REPRODU0110N OF TiESE DF.AWNGS 15 UMfI-ED TO 7144 11URGNA5ER USING THEM FOR CONSTRUCTION PUP.�;105FS. PROSECT 3299-3092 `:DATE 05-18--01 REMSIONS 00-01-01 _..----------------------------------------------------------------------------------------- 5HEETNO. G OF G , , , 5QUARE FEET OP -055 NET FIRST FLOOR 1915 1772 SECOND FLOOR 1575 1511 TOTAL LIMING 3490 3283 BASEMENT: FINISHED 1021 UNFINISHED 723 TOTAL 1744 GARAGE 798 FP-ONT PORCH 116 REAR POPGH 61 BOLTS @ 48" 0.& 8" CONC. WAH 2 X 4 CONTINU KEYWAY 4" CONC. SLAB ON GRAN. FILL 8" X 16" CONC. FOOTING WALL SE SHINGLES AS SPEC. 7/16 CDX PLYWOOD DECKING 2 X 6 RAFTERS @ 16" O.C. 2 X 6 CEILING JOISTS @ 16" O.C. BAFFLE @ 2" CLG. PL CONT. METAL GUTTER 1 X 8 FASCIA 2 X 6 SUB -FASCIA 3/8" PLYWOOD SOFFIT co CONT. SOFFIT VENT co 1 X 4 FRIEZE co iU r- rn zo SIDING AS SPEC. SECOND FLOOR 2 X 10 F.J. SOLDIER COURSE 112" BITUMINOUS SHEATHING BRICK SILL FIRST FLOOR 2 X 10 F.J. @ 16" O.C. GRADE MOISTURE BARRIER BASEMENT --�••�— 4" INNER & OUTER PERIMETER DRAINS W/ GRAVEL BACKFILL CTION i 15810 RYER BIRCH RD. WESTFIELD IN 46074 (?17) 807-0880 DSCLA - ER• THESE DRAWINGS IU_USTRA.TE DSIGN CO14CE.7TS ONLY. ! O(-E.5.510NA1 S CON5TTZLCMN& THLS DESIGN AFS RESPONSIBLE FOR 00DE GOM?MANGE, S?RUC I -;RA•, MECHANIDAL, AND ELECTOCAL. DESIGN AND MAT=RAI_ SPECSCA710N5. REPRODU0110N OF TiESE DF.AWNGS 15 UMfI-ED TO 7144 11URGNA5ER USING THEM FOR CONSTRUCTION PUP.�;105FS. PROSECT 3299-3092 `:DATE 05-18--01 REMSIONS 00-01-01 _..----------------------------------------------------------------------------------------- 5HEETNO. G OF G , , ,