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Home My WebLink About03090050.3SEE SEPARATE WINDOW 5CHDULE SHEET FOR ROUGH OPENING SIZES d'_R AAUI12 G 1'-6' HEADER FRAMING LAYOUT WINDOW A3 SCALE: 1/4' • I'-0' FINISHED REC. AREA d 'v 4'-0 VI' UII -3119 (AWNING ;n -21 it. C4 r SEE SEPARATE WINDOW 5CHOULE SHEET FOR ROUGH OPENING SIZES 9'-0' CONC. WALL 2 X 10 PLATFORM W/ 3/4' SUBFLOOR 2 X 4 STUDWALL SEE SEPARATE WINDOW SCHDULE SHEET FOR ROUGH OPENING SIZES (2) 2 X b TREATED SILL PLATE 4'-8' STAIRWELL AREA ONLY FIRST FLOOR LINE 2''4' 2'-4' FR MING LAYOUT WINDOW A2 SCALE: 1/4' 1'-0' LOWER LANDING OPT. REAR PORCH FND. PLAN SCALE: 1/4' = 1'-0' CHECK HERE TO SELECT OPTION u1-3222 DLB. HUNG 1'-6' HEADER HGT. r - - - � s I � I I > I t 9 L ---J r 9 9'-0' CONC. WALL FRAMING LAYOUT WINDOW Al SCALE: 1/4' 1'-0' FLEX ROOM 7WINOUS CONCRETE FOOTING wGLE D 5 •48' O.C. I I I x rr0ll I r� I I -- - I� Q 1 4 B.P. 4 BEAM POCKET WSUEsI"�RS_ IBJ -E PUMP GOT ,%) .. FUTURE FINISH I I- - _ - FUTURE Z II II _ TO 5E SIZED -�-- FLEX -SPACE I �- ---- UI1-3112ALLIN1 --------------- - °D V r I I 1'- R- HGT. 6 DI LANDING 6'-4' ' -_ - _ I ---- --------- -, SEEONSHEER-5 LL SECTION r - - - 1 11 II CONNECTIONS s48' O.C. 1 I I �m. I I I ;n L L _ 12'-a' 2'-2' 1 31F . U11-3119 AWNING Stoop L --- — — — — — — — _ J L- — — — — —--------------------------------------- FILL AS RFQD. P. — — — — — — — — — — — — — — — — — — — — I L L ----J I -21 UI -3122 DLB. 1'-6'HDRHGT. OPT. WINDOW A3 L --------J SCALE: 1/4' = I'-0' FINISHED AREA 4'-01/1' 4'-01/1 4'-8' 4'-8' M.O. CHECK HERE TO SELECT OPTION OPT. WINDOW A-2 WINDOW FRAMED UNDER IST FLOOR PLATFORM CHECK HERE TO SELECT OPTION v d% r OPT. WINDOW A-1 **FRAMING NOTr:SPp ALUMINUM CLAD gDOUBLE HUNG C WINDOIlJ,S I PATIOS MALRE TYPICAL OTIRWISE NOTED, F SPECFICATION ETS ST�,�CTURAL INC, BRIDGING 4 FLOOR MEMBER 51ZES t SPACING AS PtR CODE DIMENSIONS ARE TO 0/0 SHEATHING SHEATWMG LINE TO MATCH WV FRONT FACE OF FOUNDATION WALL ALL FIRST FLOOR WINDOW 4 DOOR FADERS TO BE (2) 2 x 125 UNLESS OTHERWISE NOTED BI -FOLD, BI -PASS AND MIRRORED DOOR 51ZES = ROUGH OPENING +2' ALL AROUND ALL PSL, OR LvL STRUCTURAL BEAM MEMBERS TO BE SIZED BY QUALIFIED ENGINEER LICENSED IN INDIANA SEE REQITJI 1 .5 FOR 5T'RV16-THStCREI ORC�4 DOUBLE JOIST UNDER GARDEN TUBS (TYPICAL) 4 -0 O/O CONC. 24'-0' EMBOSSED BRICK VENEER PATTERN TO FRONT WALL OF CONC. FOUNDATION WALL (TYPICAL) LP, I II I I II 2 X 10 FLOOR JT5. I 9 9 II • 16, O.C. I I Q ROUGH -IN PLUMBING II t ROUGH -IN FOR SCALE: 1/4' = 1'-0' FLEX ROOM CUT WINDOW-W–L CHECK HERE TO SELECT OPTION OPT. BASEMENT WINDOW PLAN SCALE: 1/4' = I'-0' -9 Irr' C (LING HCsT. 1 � I _ MECH/STOR % JAI V-9 I/1' CEILING NGT. I I I II HWH. I c ROUGH-iN LY I I I _z $$ II _ NOTE.. e I I 11 2 X 10 FLOOR JTS. �L= £/M/P EQUIPMENT II 16, O.C.IFUTU ) `� ( o TO BE FIELD LOCATED I II 151-0112, W.I. I I W-0 Irl' I 1 3'58' sp�ANGLE /gI II 2 X Im FLOOR JTS. I I CON , NECTIONS 048 O.C. • II 3' DIA STEEL COLUMN ON T I I F{,w • 16' O.C. I I 36 X 36 X 12 CONC. FOOTING I — — RASE I 3 1/2' DIA. STEEL COLUMN ON I II I I // �� 36' X 36' X 12' CONC. FOOTING1 I I I I I7 No Porch — — FILL AS REQD. II FUTURE FINISH RSC. ARE i I I �/ 11 i I OPAIR I II 8'-9 I/1' CEILING HOT. I I �I — (FUTURE) I I II 9'-0' X 8' POURED CONCRETE WALLI I I l — ' II ON 16' X 8' CONT INOUS, CONCRETE I II FOOTING (TYPICAL) — — J L —— J C Q�/ \•�/ I 14' -►m' S Irl' 3'- 3/4' 3' 9 3/4 f 4'-1 I/1' c, (FUTURE) I tr I I I II 4' MIN. CONCRETE FLOOR SLAB I -� CA. 2 X I0 FLOOR JTS. OVER b MIL VAPOR BARRIER � ' � I 1 - II OVER 4' MIN. GRANULAR FILL BASE - (FUTURE) (FUTURE) Vol OL. I II I— --- 2 X 6 STUDWALL 11 FUTURE I II 2 X10 FLOOR JTS. _ FLEX SPACE 1. II *1 O.C. � 8'-9 U2' CEILING HGT. I II 2X6STUD L I II 2 X 6 5TUCWALL W/ FTG. 11 I I it B' 14' -►m' 5 I/2' I �^ g' -r I 5 Irl' 12'-I0' I 8' 1 r — � I II ;� LANDING LA ----------44,. L--- 1 LINTEL POCKET ------- I Ir — — - — — — --------------------- ----J L ----J 1 4 BP. 4 B. EMBOSSED BRICK VENEER PATTERN TO FRONT WALL OF CONC. FOUNDATION WALL (TYPICAL) Ib' X 6' CONT NOUS CONCRETE FOOTING O/O CONG. FOUND AT ION f=L AN `l 1235 SQ. FT. (OVER ALL GONG. BASEMENT) SCALE: I/4' = 1'-0' 9'-0' X 8' POURED CONCRETE WALL 8'-9 1/2' TYPICAL WALL HEIGHT (UNLESS CTHERW15E NOTED) ■ 0 4lD N zca N z< 25 W 13 F�1 Q C ILO ts IL 901 ►il C O z x rr0ll 11 I� Q 1 4 B.P. 4 BEAM POCKET WSUEsI"�RS_ IBJ -E PUMP GOT ,%) .. FLUSH LVL BEAM Z II ® TO 5E SIZED -�-- �- ---- - - - - --------------- - V 3'x3'STL.ANGLE W/ 5/8' BOLTED __� --- -_ - _ I ---- --------- -, r - - - 1 11 II CONNECTIONS s48' O.C. 1 I I �m. �\ / III I 1 EJECT. 1 I L L _ 12'-a' 2'-2' 31F . t1T PI Stoop FILL AS RFQD. OPT. BATH IL J I SCALE: 1/4' = 1'-0' FLEX ROOM CUT WINDOW-W–L CHECK HERE TO SELECT OPTION OPT. BASEMENT WINDOW PLAN SCALE: 1/4' = I'-0' -9 Irr' C (LING HCsT. 1 � I _ MECH/STOR % JAI V-9 I/1' CEILING NGT. I I I II HWH. I c ROUGH-iN LY I I I _z $$ II _ NOTE.. e I I 11 2 X 10 FLOOR JTS. �L= £/M/P EQUIPMENT II 16, O.C.IFUTU ) `� ( o TO BE FIELD LOCATED I II 151-0112, W.I. I I W-0 Irl' I 1 3'58' sp�ANGLE /gI II 2 X Im FLOOR JTS. I I CON , NECTIONS 048 O.C. • II 3' DIA STEEL COLUMN ON T I I F{,w • 16' O.C. I I 36 X 36 X 12 CONC. FOOTING I — — RASE I 3 1/2' DIA. STEEL COLUMN ON I II I I // �� 36' X 36' X 12' CONC. FOOTING1 I I I I I7 No Porch — — FILL AS REQD. II FUTURE FINISH RSC. ARE i I I �/ 11 i I OPAIR I II 8'-9 I/1' CEILING HOT. I I �I — (FUTURE) I I II 9'-0' X 8' POURED CONCRETE WALLI I I l — ' II ON 16' X 8' CONT INOUS, CONCRETE I II FOOTING (TYPICAL) — — J L —— J C Q�/ \•�/ I 14' -►m' S Irl' 3'- 3/4' 3' 9 3/4 f 4'-1 I/1' c, (FUTURE) I tr I I I II 4' MIN. CONCRETE FLOOR SLAB I -� CA. 2 X I0 FLOOR JTS. OVER b MIL VAPOR BARRIER � ' � I 1 - II OVER 4' MIN. GRANULAR FILL BASE - (FUTURE) (FUTURE) Vol OL. I II I— --- 2 X 6 STUDWALL 11 FUTURE I II 2 X10 FLOOR JTS. _ FLEX SPACE 1. II *1 O.C. � 8'-9 U2' CEILING HGT. I II 2X6STUD L I II 2 X 6 5TUCWALL W/ FTG. 11 I I it B' 14' -►m' 5 I/2' I �^ g' -r I 5 Irl' 12'-I0' I 8' 1 r — � I II ;� LANDING LA ----------44,. L--- 1 LINTEL POCKET ------- I Ir — — - — — — --------------------- ----J L ----J 1 4 BP. 4 B. EMBOSSED BRICK VENEER PATTERN TO FRONT WALL OF CONC. FOUNDATION WALL (TYPICAL) Ib' X 6' CONT NOUS CONCRETE FOOTING O/O CONG. FOUND AT ION f=L AN `l 1235 SQ. FT. (OVER ALL GONG. BASEMENT) SCALE: I/4' = 1'-0' 9'-0' X 8' POURED CONCRETE WALL 8'-9 1/2' TYPICAL WALL HEIGHT (UNLESS CTHERW15E NOTED) ■ 0 4lD N zca N z< 25 W 13 F�1 Q C ILO ts IL 901 ►il C O z 'B'-] 1/8' FIRST FLOOR CLG, 9'-1 1/S' SECOND FLOOR CLG, FULL FRONT PORCH OPTION T w w Li O J x rr0ll I� Q r=4 Z ® j _N W ~ V 'B'-] 1/8' FIRST FLOOR CLG, 9'-1 1/S' SECOND FLOOR CLG, FULL FRONT PORCH OPTION T w w Li O J