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HomeMy WebLinkAbout1254.01 Building Plans12 D 10'-0" 6 10' RIDGE VENT OC 4x18 SHED STORAGE 3U) t1 - J •fes U 00 �2� I � 1 1 ' pl III � ' BRICK --- 00 MOULD --o J I: (TYP) n �' 12 16 MEDIA NICHES RIGHT SIDE ELEVRTION- SCALE: vs.=r-o" GARAGE SIDE BUMP I 3U) t1 - J I I I U 00 0 I � _ J 1 ' � I -O 1 --- 00 T u F' I 1 4x18 SHED OPT'L STORAGE;--; METAL FPLC 1 , ' I 1 J z: 1 i t I 1 1 i I , I t I , , OPT'L MEDIA" CTR NICHE HRL Uh' t iUNHL DETAILS ON AND EXTRA SHEET S of 7. FRONT PORCH IL 4 PLCSI SCALE: 1/8"=V-0" LIV'G/DIN'G BUMP 1 I B ' I 1 1 --i --i I I I I 1 J' i4I I I4 11 11 it II III I I q❑ qIt III I IP ,1 Ir ----,1 it ill I . 14 II t, II i• III BRICK I MOULD ' (TYP) ' 1 OPT'L BREAKFAST BAY RE -RR --ELEVATION SCALE: 1/8"=1'-0" THIS ELEVATiON DRAWN AS BUILT ON A SLAB FOUNDATION. DETAILS MAY VARY IF BUILT ON R BSMT. OVERALL SIZE & WDW LOCATIONS VARY WITH "2 ft BUMP" OPTIONS. FIRST FLOOR WINDOW SIZE, WALL HEIGHT & HEADER HEIGHT RAISED w/OPTiONAL 9'-1 1/8" WALL PLATE. 71 "L,M P LAN -AEVE b, C 0 M P 0 S BR BA LEFT SIDE ELEVATION SHOWNIONAL HE EBRK FOR ILLUSTRATION. SCALE: 1/8"=1'-0" FRAMING ENCLOSED UNDER CANTILEVER w/PLYWD SHEATHNG. V FRONT GABLE TRIM: #4 1x6 SUB -FASCIA ON 8" OVERHANG w/6" PRE- BENT ALUM FASCIA, & NON -VENTING SOFFIT. NO FRIEZE. UBFRONT EA S TRTM, #4 1x6 SUB -FASCIA 1 TRUSS TAILS (7 1/4" O.H.) w/VENTED VINYL SOFFIT & 6" PRE- BENT ALUMINUM FASCIA 40' RIDGE VENT I T I 0 N © FONT CORNERS: 3x3 VINYL CORNERS THROUGHOUT. OO S /R AR GARL FS: OCORNER-BRK/SID'NG 1x6 WD TRIM OVERLAPS OUTSIDE CORNER BY 2" &-IS INTEGRAL w/BRK- ALUM CLAD #4 1x6 FASCIA FURRED 3/4" GWTNDOWS: TO ACCEPT VINYL SDG. VINYL 'J' CHANNEL IV SIDES & REAR (TYP). OSIDE,, EF t CORNERS: 3x3 VINYL CORNERS THERMAL BARRIER THROUGHOUT. 18" THERMAL BARRIER TO SEAL JOIST BANDS FROM INFILTRATION. S H I N G L E S -■ -• ■ 'OVA • • - 0000000o0l7 1, O hNz ■ ■ B•A ■ � ■ •- = nil II '- milli I III mm�nnnimm�nun � � � � C • ■ a 1 - a MOULD IICDM" #1885 18" CROSSHEAD & #6550 PILASTERS. 1x10 RETURNS AND BEAM SOFFIT. (DELETE ALL DECO TRIM AND WRAP CORNER PER DETRiL "C" w/PORCH) SEE SECT'S ON SHEET 7 of 7. • SIDING 0 0 0 N X REV. ISSUE DATE: 9/31/01 REVISIONS: A C 13 3/4" SIImm ml \ O 1 00 00 I 07 FRONT ELEVATION SCALE: 1/4"=1'-0" INDIANAPOLIS elmwd_in_3.db nn 0 J W O O E x 3U) F- J U O1 ,40 � _ J _ -O a MOULD IICDM" #1885 18" CROSSHEAD & #6550 PILASTERS. 1x10 RETURNS AND BEAM SOFFIT. (DELETE ALL DECO TRIM AND WRAP CORNER PER DETRiL "C" w/PORCH) SEE SECT'S ON SHEET 7 of 7. • SIDING 0 0 0 N X REV. ISSUE DATE: 9/31/01 REVISIONS: A C 13 3/4" SIImm ml \ O 1 00 00 I 07 FRONT ELEVATION SCALE: 1/4"=1'-0" INDIANAPOLIS elmwd_in_3.db nn 0 J W O O E x Y OPTIONAL EXTRA BREAKFAST BAY ICE -MAKER RGH-IN FULL BATH 1st FL rTF1 Y OPTIONAL EXTRA BRICK VENEER 40'-0" If ------------------ 15'_2 -1/4 ------------ 2'-9 3/8" 3'-6 1/4" 2'-9 3/8" 9'-4" 3'-8" ,2'-8 3/4" ---------------------------------, --------------------------------------------- 1 1 1 1 I I 1oI 1 f I I 01 1 c N' ',' N 1 t 1 1 I ♦1 _____________________________ ___________y__,, �._- _--___-_ -_ _-__ 1 i t t 1 IL�I 1 .--------------------------- ' 1 1 1---F-r-----tr--- -- ------- - - - ---- ----- --------------------------- ------• UP ED: 11 UNINTERRUP ED WALL IS STANDARD. UNINTERRUPTED; 1 11 BAY IS SHO,4N INCLUDED HERE FOR WALL STANDARD CLARITY. NOFE DASHED DIMENSIONS. ENTERTAINMENT 1 N 1 ' ---_____-; 1 r , , N 1 1 ----------=-----------, CTR SHOWN FORS ' -----------------------• 1 1 I 1 1 I 1 1 CLARITY. NOTE; 1 w = 1 W I 1 1 1 DASHED DIMENS. 1 ' 1 1 ' 1 J 28'-5 1/4" 21'-5 1/2" 14'-5 3/4' 3 TOP OF , z 'I 0 I 1 1 IQL I QO U- 1 1 t z 1 1 0 TOP OFlz CRS 1 1 1 1 m 1 ' I , ' 1 3 I 1 1 I 1 1 _ � 1 1 , � OPT'L BRICK LEDGE; ON LIP OF 'L' BLK 1 AT COURSE 1-1/2 ,1 i i---------- 3C� ' ----------� 1ui M N - 0 ' 7- OPTL N (n ----- 4'-0" m : ISLND 1 ' ICE MAKER's WATER _ _ '' ---�, 0 0 SUPPLY LOCATED a ;-4; ; j"' ' OF REFRIGERATOR ' '� �- ' STUB-' o ______j ' --IN WALL FRAMING �►'; � I OUT I — I =— ------------------------------'' ' 1 11 1 I `------' .N• -i-+ 1 " '1 1 tl II 11 11 0 I'll 1 1 1 11 , 11 11 11 11 00 -�, •-- - F-_ _____L o ��t �•�• •,��� 1+ -� ___._-________---+ V __-__-_ Jam- 1�. •- �_r 1.- 5 1/2" 3 1/2" - TUB IS 20'-01' ; ,OPTIONAL _ 1 THICKEN -.7 _ -- _ _ _ ��-=----:�_- -- --�_1i -- -----------------------------------� SLAB AT :="=--------� ----------------- --.------- -_� - - BEARING _�_----- LOC1 AT Ns , SLAB DROPS 4" 1 a WHEEL STOP 36-5 1/2" � 4 s (UNLESS 'MODEL') 1 28'-11" 24'-6" I 1 t 1 I 1 , 1 ' ' ►•. • Y c ;. '_ ; UNEXCAVATED '►-- :�=--=% '= _1� �' :; �_� __-- �'�•_; ; V RIES 4" CONC. SLAB OVER 4" Ld o ' ,--------; GRAVEL BASE. 16" H 8x16 0 0 CONCRETE BLOCK WALLS U) L OVER 12"x24" FTR a 1 -STY, 'UL�IEXCAVATED � OR 16"x24" FTR a2 -STORY. ' 4" CONC. SLAB TOP CRS IS 6" BLOCK. ; OVER VAPOR BARRIER AND ' 14" GRAV BASE. 16" H. TOP OFA ;8x16 CONCRETE BLOCK "L" BLOCK FACE -IN CRS 2 'WRLLS OVER- 191- ' FOR SLAB SUPPORT 20'-4" :12"x24" FTR. a 1 -STORY, 116"x24" FTR. a 2 -STORY. , .TOP CRS IS "L" BLOCK ;-------- ----------- -• 1 ;FOR SLAB SUPPORT. 1 6" BLOCK TOP OF ' CRS 1 1 ' ' _ 0 -------- 1 12 BLOCK 1 1 _4 �a TOP OF ' •------------------------------- ' - ; m AT CRS 1 ; ' FOOTER ' 1 . . --------------------------------------------- ---------- • ----- ---------------------- Plot tbi,6002,6006,6007,6008 ' SUPPORTS ' ' - - - SLAB ---- •--------------------------------------------------- - --- 12" 161_01, 2'_4,. SLAB OVER TOP OF 8" COURSE 1 13-2" 6-2„ 20'-8" WHEN BRICK IS OPTIONED SET A TOP CRS OF "L" BLOCK FACE -OUT w/LIP 1/2 CRS DOWN AS LEDGE. 6 BLOCK 1 ' WHEN BRICK IS OPTIONED SET A TOP CRS OF "L" o o ' 1 1 BLOCK FACE -OUT w/LIP v 1/2 CRS DOWN AS LEDGE. 'I t •----------- — ----- ' I I 1 1 � I ------ ------------- EE ' 3 1 ' O - '1 ' 1 ,i' 1 ' 13'-2" rn t t 1 LUG -OUT 12" BLOCK a CRS SLAB OVER TOP ' 1 FOR SLAB SUPPORT (TYP) OF 8" COURSE 1 , -------------------------------------------------- -- 20'-0" 1 OPT'L / EXTRA FULL PORCH `O = SCALE: 1/4"=1'-0" 1 1 I 1 � t 20'-0" 1 1 1 T 1 1 1 1 1 1 1 I 1 0-z m� =o DIMENSION NOTE: EXTERIOR WALLS ARE 4" RGH FRAME INCLUDING 1/2" SHEATHING. WHICH IS FLUSH WITH OUTSIDE OF BLOCK. IN-LINE DIMENSIONS FOR LOCATION OF MECHANICALS ARE FROM OUT -of - BLOCK TO CENTER -LINE OF 3 1/2" WALL FRAMING. OTHER WALL WIDTHS ARE NOTED. PLUMBING FIXTURES ARE LOCATED AT � OF FINISH LOCATION. Y OPTIONAL EXTRA ENTRTNMNT CTR KITCHEN ISLAND 2nd HOSE BIBB 1 1 I I ' , , N 1 1 ----------=-----------, -----------------------• 1 1 I 1 1 I 1 1 I 1 w = W I 1 1 1 LL_ o 1 ' 1 1 ' 1 J 1 1 1 1 Q 1 1 3 TOP OF , z CRS 2b 0 I 1 1 IQL I QO U- 1 1 t z 1 1 0 TOP OFlz CRS 1 1 1 1 m 1 ' I , ' 1 3 I 1 1 I 1 1 _ � 1 1 , � OPT'L BRICK LEDGE; ON LIP OF 'L' BLK AT COURSE 1-1/2 i i---------- 3C� ' ----------� 1ui M N - 0 ' 7- 1 N (n ----- 4'-0" Y OPTIONAL / EXTRA 4-xl8 SHEDSTORAGE SALE: 1/4"=V-0" FOUNDATION PLAN SCALE: 1/4"=1'-0" 0 E 0 0 0 N REV. ISSUE DATE: 9/31/01 REVISIONS: ►ee INDIANAPOLIS elmwd_in_3.db 15'-2 1/4" 2'-9 3/8" 3-6 1/4" 2-9 3/8" 15-8 3/4" 0 5� 2868 2 S RTN HD HGT's 2860's w/9' CLG OPT'N `v (2) 1 3/4' x 14' LVL HDR FLUSH I H W R F T Y SCRLE: 1/4"=1'-0" Y OPTIONAL EXTRA ICE MAKR RGH-IN A001— PWD RM DR FULL BATH 1st FL WOOD RAILINGS I m N CENC -PC F.G. TUB w o LOSUREw/R00In.L0. CLOSET > GENERAL: ALL STRUCTUR'L HEADERS ARE (2) 2x6 WITH 1/2" SPACERS (TO 3 1/2" FRAME) EXCEPT AS NOTED OTHERWISE. ALL JOIST, BEAM b HEADER SIZES BASED ON #2 SYP OR EQUIRL, (MC19 OR LESS) PER 1991 SP.I.B. DESIGN VALUES. DIMENSIONS: EXTERIOR WALLS ARE 4" RGH FRAME AND ARE DIMENSIONED TO INCLUDE 1/2" SHEATHING, WHICH IS HELD BACK FLUSH WITH OUTSIDE OF FOUNDATION. INTER'OR PARTITUIS ARE DIMENS'ONED TO 3 1/2" WALL PLATE. CAB'NETS ARE LOCATED ACCORDING TO FACE OF 24* DEEP BASE PLUS 1/2" FOR DRYWALL 2x6 WALLS ARE 6" WITH EXT. SHTH'NG AND 5 1/2" IF INTERIOR PARTITIONS. "FRAME FLAT" IS 1 1/2" WALL PLATE. HEIGHT PATTERNS: - NO PATTERN INDICATES A STANDARD WALL HEIGHT OF 8'-1 1/8" - INDICATES NON-STANDARD HEIGHT WALLS - HEIGHT IS NOTED 70--= - INDICATES SLOPING WALL, SEE NOTES, SECTIONS b ELEVATIONS. -- - INDICATES DROP CEILING, SOFFIT LOC'N ETC., OR SEE NOTE. * 9 1 1/8„WALL HGT IS OPTIONAL 1st FLOOR WOW HD HGT BECOMES 7'-6” A.F.F. & WDW's ADD 12" HEIGHT. GARAGE WALLS, BEAMS & SOFFITS RAISED 12". 1 X19' 1st FL PLATES I Plot tbl,1001,1002,1003,10101006,1007,1008,1102 1z U m s v2" OL w W z W > C) U oc � 00 w J W cr Z W O > 00 O U ,, ms CV O) Q z o C) I s in LINE OF OPTL BRICK VENEER 40'-0" 5'-10 1/2" 13-10 1/4" i F-3 1/4" 6'x4' CONC PAD '-1 1/2" 11--3- /4" 3----------;� ,_ 11 I " 4'-8--3/4 SO. (2) 1 3/4" 3050 STD 1. -------------- x 9 1/4':-;- ; 3060 w/9' CLG OPT'N 3050 LVL -HEADER .. , I MEDIA I I 6 of 7. FT. 3060 w/9 ` T �"„ ; NICHES GARAGE ADDS: 407.56 SO. ISLND , 6068 SL GL,, OR (2 2x s 3-8" H 0 0 U) I F I ♦ � � 71"x79 3/4" R.0 o � m I J ; w ��� n V � I � Tcv [v HLF -WALL ul > z 1; Ic?; � t -'k RES. ,''-- o RES. m CARPET x 0 0 72 SOFT. o w1-4 � 1 , -------------- o '-GRRRGEt� Q , I 4'-8 3/4" I 00 \ O —4 I o - 1 2'`5" oo 11'-3" z (V 1 (V ' C Z ® \ I i a 1 - -T524� `' w------ O HD HI 3T w/ 00 GARAGE DR �, 01z d � � z L 4,_0,1 I2' " 6,_ /4" 3----------;� ,_ 11 I " 4'-8--3/4 SO. ------� --------- -- --- FLOOR: 1. SO. SEE SHEET TOTAL 3050 STD , I MEDIA I I 6 of 7. FT. 3060 w/9 CLG T �"„ ; NICHES GARAGE ADDS: 407.56 SO. ISLND , (2 2x s 3-8" H 0 0 I F I ♦ � � >� ' w - J ; 1 I 00 :CD 3 o Tcv [v HLF -WALL z 1; Ic?; C' x 0 0 72 SOFT. 26,6` w1-4 � 1 , -------------- o '-GRRRGEt� 4'-8 3/4" \ —4 14'_0.' �-------------- o ,WALL HGT - ''I 4,_0,1 FOOTAGE ' FLOOR: 1242.67 SO. OPT'L 2nd FLOOR: 1. SO. FT. TOTAL LIVING: 2922.67 I 1_g�-------51-g" FT. BAY WDW ADDS: 12.61 SO. -- GARAGE ADDS: 407.56 SO. ISLND , ----- J w ; w 3-8" H 0 0 >� ' w - J ; 1 I 0 \ O 3 o .1 [v HLF -WALL z 1; Ic?; x 0 0 72 SOFT. 26,6` w1-4 � o '-GRRRGEt� ------m \ —4 > O ,WALL HGT - ''I ' (W U) 00] - -T524� `' 3 z W O HD HI 3T w/ 00 GARAGE DR �, 01z d � � z L " 1 FAMILY RM C) > °` a'd, ti of WINDOW Eg Z-0" IF BRICK. `D O OPT'L/EXTRA RAD. CARPET STORAGE CU RES. U > o °' RES. -11 0 0 3 30" VAN N t!7 = r 1 Li W N oma') ' = OL W 00 ' I ' = 0 � 0 1_ ui --- W — ---- O ------ -1 m W m OC54p Q 21068 LO w S.R.O. - � w 8._0.. 3' 11, 2'-il" 8,_7,. . 4 CD Q Q 1'-10 1/2" 3 28s� m J OwL p II _...................... D w = HLF- ALL & ;�,:::::::::::::::::::::::::::::::::::: $ ::::::::::::: = SLAB 'DROPS 4 ...........................: •......-...... U-1 N WD -C P STD. ., _:::::::::::::::::::::::::::::::::: ::::::............:::::::::::::::::. W EL STOP :................:.................I.............................. 1 ® WOO RAIL'S ,; - _ :::::::::::::........... ..................... CD w 6'-11 3/4" OPT' /ExTRA -1 11 Oe.__ o ............... --------- 6--11 L PROVIDE FREEZE �1- 2868 DINING RM CO `� o ==: CL PROTECTION FOR m c,-, \ OC - OC PLUMBING STWN _ I 0 CARPET N N 3 .-, w :; FLOOR TRUSSES 3'-2 1/2" 7'-6 1/2" m 4'-5" ABOVE .. . .. ............ ......................................... :::::::::::::................................................. ................................ O 2x10 BEAM 15-9 LO � � � • • --1 ----------_---------- -- -=- ------ V) w -- ----------------- TOP ® F-1 1/8" A.F. -- - ----� �--_ oc m PAD -OUT TO WIDT / 10" a0 _ _ _iR_/_i_S_ _ _ _ ~ Q OF BEARING COLUM S. "'�) �, 6 `\ o u v L W O s ' oW 266 2 -CAR GARAGE o o Q15-2" 3'-7" 20'-0" (i � w cj COMMON WALLS AND W o LIVING RM `° FOYER �- w CEILING BEAMS 5/8" Q �" CPT. S. a- w ENTRY -STOOP FIRE -RATED DRYWALL t-4 ® CARPET ��6� RES. o\ > DETAILS ON W - U SHEET 7 of 7 8'-1 1/8" WALL HGT STD. 00 t-4 9'-1 1/8" w/OPTION �, m 6._0.1 6._O, -----• � � - 2 JACKS (2) 1 3/4"x7 4" LVL H R 10" • . ' ,. CORNRs 16'-O"x7'-0" OVERHEAD OR (2) 1 3/4 x 7 1/ --3060 MULLED _ LVL BEAMi - W12x22 STEEL BEAM HDR ------- TOP 8'-1 1%8" OR ENGINEERED TRUSS -HERDER 64" 6-10" 3-1" A, 3-1" 2'-4" 16_0" 2 -4 13._2,. - 6_2„ 20,_8„ ' 1x8 PINWHEEL PORCH POSTS AND (2) 2x8 BREAST BM ABV PER DETAILS ON 5 of 7. OPT RAILING SHOWN DASHED im 4 PLACES. 2'-8" w/OPT'L BRICK VENEER 20'-8" OPTIONAL / EXTRA FULL FRONT F SCALE: 1/4"=1'-0" KITCHEN ISLAND MEDIA CTR NICHE METAL FIREPLACE CC 1—__qta_x tow 1 oc w U z w w z U > m 1k Z M ;a o O J N 0 0 a- 0 0 rn I � N m LINE OF OPT'L BRICK VENEER 3E s_... �-AN S_OURRE FOOTAGE 1st FLOOR: 1242.67 SO. FT. 2nd FLOOR: 1680.00 SO. FT. TOTAL LIVING: 2922.67 SO. FT. BAY WDW ADDS: 12.61 SO. FT. GARAGE ADDS: 407.56 SO. FT. on M■ CLG FAN RGH-IN Y OPTIONAL EXTRA 2ND HOSE BIBB GARAGE SVC D00 GAR OR OPNR RGH-IN 4'-0" 1 '-10"._ 2-2" N cn m 0 0 0 N o1 REV. ISSUE DATE: 9/31/01 REVISIONS: A FIRST FLOOR PLAN SCALE: 1/4"=1'-0" INDIANAPOLIS elmwd_in_3.db F__ I-- W c_ W 0 tt� m 2868 11 1 I I w 07 w I > o owc d J w ; w 0 0 >� ' w - J ; 0 \ O 1; x 0 0 72 SOFT. o '-GRRRGEt� \1 m : I —4 ,WALL HGT 1 4'-0" 2030 MATCli 3 z W O HD HI 3T w/ 00 GARAGE DR �, 01z d � � z L 20'-8 V-10" 2'-2" of WINDOW Eg Z-0" IF BRICK. O OPT'L/EXTRA STORAGE SCALE: 1/4"=1'-0" FIRST FLOOR PLAN SCALE: 1/4"=1'-0" INDIANAPOLIS elmwd_in_3.db F__ I-- W c_ W 0 tt� m CLG FAN RGH-IN I Y OPTIONAL / EXTRA X RY BRTH SCALE: 1/4"=1'-9" 0 0 NI Y OPTIONAL EXTRA MSTR BDRM VAULT ,2nd VANiTY & BOW LAUND SHELF LAUNDRY TUB WOOD RAILINGS Plot tbl,2002,2006.2007.2008.2001,2005,2102 17'-0" 117'_q 1 /7„ 6_0„ 42_1„ 4'-3 1/2" 12'-0" 42_1„ 3050 UOt:W � W Lv 0 w o 00ga m----� 8to 1`1t4511 ' 1 ZICE 1R/13 -7Qm ` I CPT. ' vo w z ° 1 1 1 C) Ln 0 0 ti - 4 U) F— > O co - x i 3'-8�� o ao o x� m� "14 (n- - ---- CV .. s -------- N- , _ a'd, CARPET — -a- -- , .........................::.:.. I Y OPTIONAL / EXTRA X RY BRTH SCALE: 1/4"=1'-9" 0 0 NI Y OPTIONAL EXTRA MSTR BDRM VAULT ,2nd VANiTY & BOW LAUND SHELF LAUNDRY TUB WOOD RAILINGS Plot tbl,2002,2006.2007.2008.2001,2005,2102 17'-0" 117'_q 1 /7„ SECOND FLOOR PLRN \OPT'L WBFP CHASE/i=�Zo 0 u') 0 m _ 0 N 4 0 I m N nd VANiTY & BOW ADD'L BATH DOOR BEDROOM #5 NOTE: - INDICATES NON- STANDARD HGT WALLS AS NOTED. ALL OTHER 2nd FLR WALLS ARE 8'-1 1/8" HIGH. ALL STRUCTURAL HEADERS ARE (2) 2x6 SYP UNLESS NOTED OTHERWiSE. JOIST, BEAM & HDR SIZE BASED ON #2 SYP OR EO_ (MC19 OR LESS) PER 1991 S.P.I.B. DESIGN VALUES. . . UNLESS NOTED OTHERWISE. 2nd FLOOR FRONT WDW HEAD HGT's AT T-2 7/8" AFF. ALL OTHER WINDOWS im 6-11 1/4". V) m 0 f 0 0 N O REV. ISSUE DATE: 9/31/01 REVISIONS: A INDIANAPOLIS elmwd_in_3.db no 0 0 -i 0 6_0„ 42_1„ 12'-0" 12'-0" 42_1„ 3050 3050 1`1t4511 ' 1 1R/13 -7Qm ` I CPT. ' , 1 1 1 1 1 - --1 �� o N a'd, CARPET CARPET , N. , I 1 ' --- iR/1S--- - CPT. 1 0 I 0 1 N N 1 t 1 N 1 W.I.Q. T-1,. 3._0„t * CP . 2g6� A68 N 1 r-7 2' '-4„ 2 ®266 O - 1/2' 2x6 WALL _ 1126 >b h iro HA� D. (n a� MSTR o w ; '----- u D I” Jl t'-------- l J "' CARPET 6a, Fv \ 1'-3 1/2" Z BATH " RES. ° RES. �a'� .--1 u7 - n 00 ° 10'-4 1/2" m - 8'- 1/2" 2x10 OR ,_ ,1 3 7 ,1 2 -10 ,_ „ 13 0 ~ DE31- BN FOR WC.. - _ �" -', I - 4 SH -- ------------------- ---1. ,. ::::::::::::::::::.:::::::::::::: �° : ;<:: ;.,....................... --� - a• o �o _ - ........... _____•" ..:::. ...�_.... -- :�........ ............. 6'-11 1/2" ................ _______ __ _..., . i _ 2'-10" '~ t 7' CARPET . 1/2" 5'-8 1/2" N ; ; 01 2'-0" DEEP PLANT 1 tl a� `} , 4 SH ` 1 1m , Q LEDGE u/OPTIONAL o Q c.> MSTR BORM VAULT ; ; N HAL; HAT RES. �L 8" ; CPT.0' K SKIRT g i i 1 1 - - `�� U F=- CL to .41 \ (n , 1 I � Ct1 � � 1--1 .ti N � Q[ I 1 QeO 1 1 t + 11 1 xb a U `� s.0. MRSTER1 11 1 1 R£a'0 7 {j) •;, BEDROOM 95 5 1/2" 2��° BEDRM CARPET - ............. -�_ ;-/-----�1 II 11 / GAME RM. \ ; ; OPT'L B.R.S HLF -WALL & `~ �; CARPET WD -CAP STD. WOOD RAIL'S c-:41 (0 (0 OPTL/EXTRA 1 t S-1/2" __ -7'4---------- P --- -- ------------------------------------------------- 16'-1 1/2" 1 11 11 II 3 3050 3050 3050 3050 15'-2" 23-10 1/2" 7'-6" 7'-6" 7'-6" 5'-0" 40'-0" SECOND FLOOR PLRN \OPT'L WBFP CHASE/i=�Zo 0 u') 0 m _ 0 N 4 0 I m N nd VANiTY & BOW ADD'L BATH DOOR BEDROOM #5 NOTE: - INDICATES NON- STANDARD HGT WALLS AS NOTED. ALL OTHER 2nd FLR WALLS ARE 8'-1 1/8" HIGH. ALL STRUCTURAL HEADERS ARE (2) 2x6 SYP UNLESS NOTED OTHERWiSE. JOIST, BEAM & HDR SIZE BASED ON #2 SYP OR EO_ (MC19 OR LESS) PER 1991 S.P.I.B. DESIGN VALUES. . . UNLESS NOTED OTHERWISE. 2nd FLOOR FRONT WDW HEAD HGT's AT T-2 7/8" AFF. ALL OTHER WINDOWS im 6-11 1/4". V) m 0 f 0 0 N O REV. ISSUE DATE: 9/31/01 REVISIONS: A INDIANAPOLIS elmwd_in_3.db no 0 0 -i 0 12 61 BEDRM 2- 00 i 00 <--TO OUT -of -SHEATHING 13" OPEN -WEB FLOOR TRUSSES a 24" OR 19.2" O.C. (SEE SHEET "A" FRAMING). 2x6 LATERAL BRACING IN T-0" O.C. MAX. -71 7 ............::::::::............................. ....................... :::::::::::::::::::::::::::::::::::::::::::::::::=::::::::::::::::::::::::::: _.. .................. .......... :::::::::::::::::::::::::::::::... ...._..... ......---------.......................... ,—E :::=:::::::::::::::::::::::::::::::::::::::::::::::::::::::::=_:::::::::::::::::::::::::::::::::::::::::::::-:::::::::::::......:::::: ............................. ... .............----...........................................--•.......................... oe L BLOCK — -__ _ _ l 2x4's 24" O.C. v/SINGLE TOP E 0 ALL NON- BEARING PARTITIONS ACCESS 2x8 RIDGE & 2x6 RAFTER FILL 24" O.C. OR VALLEY TRUSSES I.L.O. RAFTERS. K " : REV. ISSUE DRTE: 9/31/01 ........................::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: o 0 6 6 HLF -WALL & WD -CAP STD. i::E::::::::::::::::::::::::::::::1::::::::::::......:::::::::::::::::::::::::::............::::::........... :::::::: is WOOD RAIL'S OPTL/ExTRA:::: f::::::::::::::::::::::::::::::E::::::::::::::=::::::.R::::: IE :............ fig ::::::::::::::::::::::::::::::::::::: :::::::::::::::: ................ ......... ............. . ...... ...................... :: _ ..................:I: f::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::E'iE .............................................. ...................................................�:::::::::::: 'a 1 ..... -- MIN — �► ■ ►i1611 essi a 12 61 BEDRM 2- 00 i 00 <--TO OUT -of -SHEATHING 13" OPEN -WEB FLOOR TRUSSES a 24" OR 19.2" O.C. (SEE SHEET "A" FRAMING). 2x6 LATERAL BRACING IN T-0" O.C. MAX. -71 7 ............::::::::............................. ....................... :::::::::::::::::::::::::::::::::::::::::::::::::=::::::::::::::::::::::::::: _.. .................. .......... :::::::::::::::::::::::::::::::... ...._..... ......---------.......................... ,—E :::=:::::::::::::::::::::::::::::::::::::::::::::::::::::::::=_:::::::::::::::::::::::::::::::::::::::::::::-:::::::::::::......:::::: ............................. ... .............----...........................................--•.......................... oe L BLOCK — -__ _ _ l 2x4's 24" O.C. v/SINGLE TOP E 0 ALL NON- BEARING PARTITIONS ACCESS 2x8 RIDGE & 2x6 RAFTER FILL 24" O.C. OR VALLEY TRUSSES I.L.O. RAFTERS. 16 RISERS: 7 11/16" FOYER E o 'e ---------------- i - \ 4" CONC SLAB OVER 2"x24" HORIZONTAL VAPOR BARRIER AND 2 -CRS CONC BLOCK o .. & 1"x10" VERTICAL 4' COMPACTED FILL OVER 16"x24" CONC ' PERIMETER INSUL FOOTER. (19 2 -STY) SECTION -0 SCALE: 3/8"=l'-0" Plot tb3,25000,25030 m 12 NOTE: 2x6 RAFTERS & LEDGER 15 & 2x4 CEILING JOISTS OMAY R SUBSTITUTED P FOR TRUSSES SHOWN. 5-0" TO SHTHTIG 7 1/4" . 3/8" PLY 1x6 ALIGN 1x6 FRIEZE v/ 4 11,V'__1BRICK RACK BLOCKING a GARAGE BEYOND (2) 2x8 BM w/1x8 BEAM SOFFIT OPTIONAL/EXTRA PORCH SECTION SCALE: 3/4"=1'-0" ALIGN FACIA u/ BARGE BOARD 2nd FLOOR FRONT WDW HD HGT's im 7'-2 7/8" R.F.F. OPT'L PORCH ROOF TRUSSES BEAR ON TOP OF (2) 2x8 BREAST BEAM AT7FLOOR CEILING HEIGHT. 12 5 I I r _ J I 1 I I 1 I I � I " I CDM 1885 18" I I CROSS HEAD AND I I tt50 65 PILASTERS. i I I ALIGN u/BOTTOM I OFBEASOFFIT.I M I I I i0 RI � SID lx TRIM S. E 1 I SEE DETAILS ON 1 I SHEET 7 of 7. I I I I I I I I I I I I 1 I I 1 L. -.J ---------------�--- X 1x8 PINWHEEL POSTS w/1x8 WRAP & TOP & 1x10 a BOTTOM m K " : REV. ISSUE DRTE: 9/31/01 ........................::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: o 0 6 6 HLF -WALL & WD -CAP STD. i::E::::::::::::::::::::::::::::::1::::::::::::......:::::::::::::::::::::::::::............::::::........... :::::::: is WOOD RAIL'S OPTL/ExTRA:::: f::::::::::::::::::::::::::::::E::::::::::::::=::::::.R::::: IE :............ ::::::::::::::::::::::::::::::::::::: :::::::::::::::: ................ ......... ............. . ...... ...................... :: _ ..................:I: f::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::E'iE .............................................. ...................................................�:::::::::::: ..... 11'-3 1/2" R.O.':.9'SLIl;2``:::: ...................................................................................................... TO o:............... ::::::.::::::::::::.......:::::::::::::::::::::::::::::::::::::::::::::: in APPROVED • HANGERS ........................:..:.::::::::::::::::::::::::::::::::::::::::::::::::::::::::: (TYPICAL) Z P „ ------ ------ O 1 3 4 x 7 4 1/ LVL's P GLUEDAND NAILED ILED u/(3) 2x4 JACKS a EA END. FRAMING I G ENCLOSED UNDER E CANTILEVER w/P YW L D SHEATHN G. 16 RISERS: 7 11/16" FOYER E o 'e ---------------- i - \ 4" CONC SLAB OVER 2"x24" HORIZONTAL VAPOR BARRIER AND 2 -CRS CONC BLOCK o .. & 1"x10" VERTICAL 4' COMPACTED FILL OVER 16"x24" CONC ' PERIMETER INSUL FOOTER. (19 2 -STY) SECTION -0 SCALE: 3/8"=l'-0" Plot tb3,25000,25030 m 12 NOTE: 2x6 RAFTERS & LEDGER 15 & 2x4 CEILING JOISTS OMAY R SUBSTITUTED P FOR TRUSSES SHOWN. 5-0" TO SHTHTIG 7 1/4" . 3/8" PLY 1x6 ALIGN 1x6 FRIEZE v/ 4 11,V'__1BRICK RACK BLOCKING a GARAGE BEYOND (2) 2x8 BM w/1x8 BEAM SOFFIT OPTIONAL/EXTRA PORCH SECTION SCALE: 3/4"=1'-0" ALIGN FACIA u/ BARGE BOARD 2nd FLOOR FRONT WDW HD HGT's im 7'-2 7/8" R.F.F. OPT'L PORCH ROOF TRUSSES BEAR ON TOP OF (2) 2x8 BREAST BEAM AT7FLOOR CEILING HEIGHT. 12 5 I I r _ J I 1 I I 1 I I � I " I CDM 1885 18" I I CROSS HEAD AND I I tt50 65 PILASTERS. i I I ALIGN u/BOTTOM I OFBEASOFFIT.I M I I I i0 RI � SID lx TRIM S. E 1 I SEE DETAILS ON 1 I SHEET 7 of 7. I I I I I I I I I I I I 1 I I 1 L. -.J ---------------�--- X 1x8 PINWHEEL POSTS w/1x8 WRAP & TOP & 1x10 a BOTTOM m REV. ISSUE DRTE: 9/31/01 REVISIONS: o 0 6 6 INDIANAPOLIS Plmwrl in R rlh F_ Wp i U) Ln BRICK VENEER SHOWN HERE AS AN EXAMPLE SEE CANTILEVER - DETAIL ON SHEET 7 of 7. FRAMING ENCLOSED UNDER CANTILEVER w/PLYWD SHEATHNG. YYnL_L. Y r 1L.L- r'tKiint I LK 1NDUL. Plot tb3,2520 !BE 2x6 RAFTERS. 2x4 CLG JOISTS. (NO OVERHANGS) 1 L _ J CD J J Q 3 m EXP. JOINT MASONRY VENEER EXP. JOINT 9/31/01 REVISIONS: 0 0 C\i 6 WALL PANEL FIBER REINFORCED 1/2" AIR SPACES FIBER -REINFORCED EXP. JOINT SECTION 4" CONC. SLAB WALL PANEL 4' CONC. SLAB WALL PANEL SILL SEAL VAPOR BARRIER SILL SEAL VAPOR BARRIER SILL SEAL 4" CONC. SLAB ��_ �� SCALE: 3/8"=1'-0" 16" A55 ANCHOR 2"x24" RIGID 16" A55 ANCHOR 2"x24" RIGID OR STRAP Lu 64" O.C. INSUL (R10) STRAP a 64" O.C. INSUL (8101 STRAPShA64'H O.C. _° FIN. •._• '• FLOOR �' - z " '" IN. '"' VARIES ao 8" L -BLOCK � °O 8" L -BLOCK FLOOR=ao 6x8 BLOCK 4 -6 GRADE GRADE GRADE Z 8" COMMON BLOCK 4" COMPACTED 4" COMPACTED BAG. WALL PANEL u/ FIBER REINFORCED '-' GRANULAR FILL 8" COMMON BLOCK GRANULAR FILL z 8" COMMON BLOCK `� •' ° �' ° ' �' 1"x10" RIGID r Z • ° �• 1"x10L RIR ID �, ' �' '' ' COMPACTED GRANULAR FILL P.T. 2x4 SILL PLATE. 4" CONC. SLAB I _•.•' _: . • INSUL. (RS) I :� I =' INSU 5) "' I '" I (4" MINI 1/2"x4" RAMSET DYNA- BOLT SLEEVE ANCHORSEEL ••' 6'" O.C.cli WH �- N ; ; • ; CONC cn POURED _ , POURED CONC.FOOTINGPOURED STOP -;: N •• FOOTING ( FOOTING 4 ° I ••'•:•.• 16' 2 STORY - 16 2 STORY 16" 2 STORY - 12" RANCH L _ • I '° J 12" RANCH '!• -� 4" COMPACTED ° L 1 12" RANCH GRANULAR FILL TYPICAL FOUNDATION sm S AFS FOUNDATION 9 SLAB w/BRICK FNDTN. � EXT. GARAGE WALL THI KN' A 16 RN' WRLL SCALE: 3/4"=11-0"SCALE: 3/4"=V-0" SCRLE: 3/4"=P-0" SCALE: 1/2"=1'-0" Plot tb3,2520 !BE 2x6 RAFTERS. 2x4 CLG JOISTS. (NO OVERHANGS) 1 L _ J CD J J Q 3 m REV. = ISSUE DATE; 9/31/01 REVISIONS: 0 0 C\i 6 30 Ld Wp INDIANAPOLIS CO elmwd_in_3.db ENTRY ` STOOP ` ' VINYL SIDING _GRRRQF OVER SHTHNG LVL BEAM ABV. GARAGE DR � HDR ABOVE r--------------- ----- j --------------------------_] 1x10 RETURN — VINYL i SIDING t TRIM FURRED -OUT MOLDED PILRSTER� 3/4" TO ACCEPT w/REVEALS ON VINYL SIDING. BOTH SIDES TO OVERLAP 1x10 CONC RETURN & SDG STOOP ( ENTRY DETRIL-Z SCALE: 3/4"=1'-0" R FRONT GABLE RAKES FROM #4 1x6 FASCIA, 2x4 DOCK SPACERS, 1x4 LEDGER @ GABLE. \ 7/16" O.S.B. 6" PRE-BENT RLUtffWM FASCIA NON -VENTED VINIYL SOFFIT & 'F' CHANNEL 2 1/4„ "J" MOLD gGABLE TRUSS VINYL SIDING/ 1/2" SHTHNG. FRONT GRBLF TRIM SCRLE. 1"=P-0" I f—SIDING -1x6 TRIM �® OVERLAP ,26000 BRICK FLUSH TO SHEATHING CORNER —BRICK/SIDING SCRLE: 1"=1'-0" Plot tb3,26000 STANDARD DETAILS W/ VINYL SIDING 13" FLOOR TRUSSES , DRIP i CAP 7zr + + X -HEAD i t r 1x6 3/8" CLG PLY 12" W r 17 PILAS- � 1x4 TER Eg i � (2) 7 1/4"LL's FRONT 1xRIP BEAM SOFFIT ALIGNED w/BOTTOM i OF 18" H X -HEAD. \ ` � r SIDING 1x10 TRI 19 STOOP SCALE: 1"=1'-0" O 1#4 1x6 FASCIA VINYL OTR-RND AS REQUIRED ' TO FINISH -OUT 7/16" O.S.B. 7 1/4" ERVES TRIM SCALE: 1"=P-0" 6" PRE-BENT AL- I -*--�UMINUM FASCIA VENTED VINYL SOFFIT & 'F' CHANNEL SHTHNG / VINYL SDG_ TLARGE -HEAD NAIL OR STAPLE BEFORE STANDING WALL_ 3/4" PLYWD 'TYVEK' 18" SUB -FLOOR "HeaderWrap" OR EQUAL. LOOK TRUSSES �--- 1/2" BAND SHERTH'NG --- ON TOP. 3/4" PLY RDD'L MATER'L BAND BD DRAPE 3" MIN. OVER GARAGE BEYOND TOP OF BTWN JOISTS & D/W WALL SHEATHING @ PLUMBING BAYS. & TAPE DOWN. THERMAL BARRIER NOT TO SCALE ENTRY STOOP VINYL SIDING GRRRGF OVER SHTH'NG DR � LVL BEAM ABV. , GARAGE 1 i HDR ABOVE t ----- G------------------------! =1 i 1x10 RETURN —�± + } � r 4" BLOCKING @ FRONT MOLDED PILASTER t CORNERS & ACROSS w/REVEALS ON LVL BEAM ABOVE. BOTH SIDES TO OVERLAP 1x10 CONC RETURNI& BRK/ STOOP_j I ENTRY DETRILI SCALE: 3/4"=1'-0" 6" PRE-BENT ALUMINUM FASCIA #4 1x6 FASCIA / OVER 1x4 FURRING VINYL SID'NG OVER 1/2" SHEATHING 1 1/2" 9 7/16" GABLE TRUSS SIDE/RERR GAB ES SCALE: 1"=1'-0" V NAILING PATTERN: 3 ROWS 16d NAILS ` 12" O.C. STAGGERED. ASSEMBLE PAIR ON SIDE OF GREATEST APPROVED ° LO\ADING FIRST. HANGERS ° ° . • ° JOISTS, TRUSSES OR ° OTHER BEARING LOADS ° N, -SEE FRAMING DETAILS ° • i . 2 -MEMBER (OR MORE) LVL BEAM GLUED & NAILED. FLUSH LVL BERM NOT TO SCALE OPTIONAL DETAILS w/ BRICK VENEER IL------- 1 VINYL L_ ' SIDING X13" FLOOR TRUSSES t T � � t 1x8 —N + r 3/8" PLYW ' m CO m BRICK—� i OUT TO VENEER i CRNI,ILEVER FLUSH DETAIL SCALE: 1/2"=V -0Z \ 6" PRE-BENT ALUMINUM FASCIA #4 1x6 FASCIA / OVER 1x4 FURRING VINYL SID'NG OVER 1/2" SHEATHING 1 1/2" 9 7/16" GABLE TRUSS SIDE/RERR GAB ES SCALE: 1"=1'-0" V NAILING PATTERN: 3 ROWS 16d NAILS ` 12" O.C. STAGGERED. ASSEMBLE PAIR ON SIDE OF GREATEST APPROVED ° LO\ADING FIRST. HANGERS ° ° . • ° JOISTS, TRUSSES OR ° OTHER BEARING LOADS ° N, -SEE FRAMING DETAILS ° • i . 2 -MEMBER (OR MORE) LVL BEAM GLUED & NAILED. FLUSH LVL BERM NOT TO SCALE OPTIONAL DETAILS w/ BRICK VENEER SCALE: 1"=1'-0" LAN r i i IL------- 1 \ CANTILEVERED I I � ` X13" FLOOR TRUSSES 1 I m m ' 3 I I I DRIP CA ' m CO m FURR- nay tD ' OUT TO r � FLUSH R ti r w/BRICK \ + X -HEAD + ----- I I I I + 1x6 3/8" CLG PLY ------------ I I 3/8" t PLYWD r CD - - W 1x4 12" W I (2) 7 1/4" LVL's PILAS- TER @ i 1xRIP BEAM SOFFIT _ _ ' FRONTi \ALIGNED w/BOTTOM gO>_ I O OF 18" H X -HEAD. mF-Q[ r Ji— , I LJ�F— \ ` SIDING 1x10 L KITCHEN TRIM DETAIL C STOOP SCALE: 1"=1'-0" LAN r i i IL------- 1 I I � 1 I m m ' 3 I I I I I I o ' m CO m nay tD ' r -- - - - -� r 3 I I cV I I I , I II m II ' I J I ----- I I I I Q I I Z OO I I CD 16n W �I 0 I gO>_ I O mF-Q[ r Ji— , I LJ�F— I O I I I L KITCHEN m 0 I I R N T '' 815; �_, ; ,;33/36 3 L R Y O U T I W3015 WBC33/3630 NOT TO SCRLE L W1530 -----------------� ON REV. ISSUE DATE 9/31/01 REVISIONS: A INDIANAPOLIS AIrnwH in R rqh 1) 0 0J W O O E wc�_ w o z 7 1/4" (SET AHEAD) 15 THEN 16" O.C. w/OPT'L LiViNG / DiNiNG BUMP STRNDRRD WIDTH (NO BUMP OPTIONS) GRR'GE/FRMLY BMP LiViNG/DiNiNG BUMP — BOTH SIDE BUMPS Plot tbl,27001,27140 .-1 1 OC �W z W > V U F -I OC 0] J 2 z O 1--1 F- W O s n I 39'-11" 41'-11" w/ONE BUMP -OUT OPTION 43-11" w/BOTH BUMP OPTIONS OPTIONAL BREAKFAST BAY 15'_1 7/8" -------- _____ 2'-_9__3_/_8",_ 3_'_-_5__7_/_8" 2_'-_9___3/__8" 15'-8 3/8" v/LIVING/DINING SIDE 8MP - - - I 17-8 3/8" w/GARAGE/FAMILY RM SIDE BMP /4" 16" O.C. ' 31'-7 1/4" 3'-7" 4'-8 3/4" 1 (SAME DIMEN- SION if BUMP) a it it OPTIONAL u .. .. .. .. N; n n n n ° MEDIA NICHE`. 11'96 1A4' 3'-0 3/ 4" /E lz i4ji 1' 14' W/ 11minimmil i 1 1 t 1 1 1 I 1 1 ------------------, I FNDTN WALLS ; VARY w/BUMP- __ OUT OPTIONS. 1 1 14'-1" 14'-10" 14'-1" 1 1 -------------------- • I ----------------------- - 6'-6 1/211 S'-6 1/2" 7'-6 1/2" 6'-9 1/2" 20'-3 1/2" 22-3 1/2" 20'-3 1/2" 22'-3 1/2" i 1 1 1 1 1 1 1 t 1 NOTE: ALL FLOOR JOISTS ARE TYPICALLY 2x8 #2 SYP OR EQUAL a 16" O.C. EXCEPT AS NOTED OTHERWISE. FLOOR FRAMING SHOWN w/RIM DST's HELD IN 1/2" me PERIMETER WHERE SIDING AND 4 1/2" WHERE BRICK. In m 0 \ 0 0 N O REV. ISSUE DATE: 9/31/01 REVISIONS: ►e N m 1 P 04 _j LJ �W �z oW o \� 1 3 � m - U 0 pHI 0[ N m OUT -to -OUT of RIM JOISTS FIRST FLOOR JOIST LAYOUT scare va,=r-a" INDIANAPOLIS e1mad_in_3.db D 0 0 w o� �z H Q O 0 11 I Q tl B I 11 t 1 , `- 1 , 1 0 m I 1 CV W C _ N OC 0 z t-. z 0-40 N J I.L. 0 3 1' Ld z B J lz i4ji 1' 14' W/ 11minimmil i 1 1 t 1 1 1 I 1 1 ------------------, I FNDTN WALLS ; VARY w/BUMP- __ OUT OPTIONS. 1 1 14'-1" 14'-10" 14'-1" 1 1 -------------------- • I ----------------------- - 6'-6 1/211 S'-6 1/2" 7'-6 1/2" 6'-9 1/2" 20'-3 1/2" 22-3 1/2" 20'-3 1/2" 22'-3 1/2" i 1 1 1 1 1 1 1 t 1 NOTE: ALL FLOOR JOISTS ARE TYPICALLY 2x8 #2 SYP OR EQUAL a 16" O.C. EXCEPT AS NOTED OTHERWISE. FLOOR FRAMING SHOWN w/RIM DST's HELD IN 1/2" me PERIMETER WHERE SIDING AND 4 1/2" WHERE BRICK. In m 0 \ 0 0 N O REV. ISSUE DATE: 9/31/01 REVISIONS: ►e N m 1 P 04 _j LJ �W �z oW o \� 1 3 � m - U 0 pHI 0[ N m OUT -to -OUT of RIM JOISTS FIRST FLOOR JOIST LAYOUT scare va,=r-a" INDIANAPOLIS e1mad_in_3.db D 0 0 w o� �z H Q 1/2 OU1 OU1 W/ BRIDGING NOTE: BRACING IS 2x6 CONTINUOUS STRONG -BACK BRIDGING. NAIL TO BOTTOM CHORDS & WEBS BEFORE INSTALLATION OF PLYWOOD SUB -FLOOR. Piot tb1,27002,27240 OPTIONAL / EXTRA BREAKFAST BRY (2) 1 3/4" x 14" LVL's RIPPED -ON TO 13" & SET FLUSH w/FLOOR TRUSSES. USE APPROVED HANGERS. dnl_n­ WITH OPTIONAL GARAGE / FAM RM SIDE BUMP: 12 3/4" I I 1 1 (SRME DIMENSION BEYOND 'S H, (SAME DIMENSION w/OPTIONAL BUMP) FRAMING ENCLOSED w/OPTIONAL BUMP) UNDER CANTILEVER w/PLYWD SHEATHNG. OPEN -WEB FLOOR TRUSSES ARE 13" DEEP. 'ON CENTER' SPACINGS MRY VARY WHEN REQ'D BY MRNUFRCTURERS SPECS. VERIFY ALL. NOTE, LATERAL BLOCKING OR RIM JOIST MATERIAL IS REQUIRED AS NAILER BETWEEN TRUSSES WHICH DO NOT ALIGN END-TO-END. _ SEE BRIDGING NOTE AT LEFT. SECOND FLOOR JOIST LAYOUT SCALE: 1/4"=1'-0" 0 m REV. 42'-0" w/ONE BUMP -OUT OPTION .� ISSUE DATE: 9/31/01 ' PLYWOOD RIM BOARD TO (SAME DIMENSION o 44'-0" w/80TH BUMP OPTIONS O 'SIDE OF FLOOR TRUSSES. w/OPTIONAL BUMP) ' -of-PLYWOOD IS FLUSH 1l 24 O.C. -------------- ------------ ; (2) 2x8 F�2 ; 19.2" O.C. 8" OUT-of BELOW- , (MINIMUM) 1 I t w/MEDIA CTR ; 1 I I I I 1 i 1 1 I 1 .-a U') 1 I 1 I I 1 I I I - I I 1 I I I I I I I I II 1 I I 1 I I I 1 i I I- I 1 1 - 1 13' FL00 S 13" TR S LO 192 ; 24 O.C. OP I Q 3 Z = :�, o 1 1 1 I I 1 1 Z I O 1 i n I Z 10 ; , 1 0 x - 1 1 I 1 1 1 r i L Of CL 10 1 c 1 1 I� 1 1 l- -1 I I C I I D: m; Im -_ -; om ►-� i 1- (n �-' I I i t - (V --- --- ---- - - --- - --- ----- ---- - I I W I W IT--- 111 „ I 1 � 1 1 111 / I I 0 1 1 L t I (f % 1 ' l /I_j ' 1! I O 1 1 -- ___ Q - " ' (. ____ 0___ D _ ____IL/d-------------- _---------------__ ___ ___ ___ _ ___ ___ ___ ___........" _ -- 1J_, 1 �� C2l 2x 's ¢� -! 3" ES 2V' 22 1 w PT' GRR E/ ; ' PR�vIEDCTION OR F ILY M DE UMP UT w ; 15'-9 1/2" T -T' 2 7 ; �;-- .' 1T- 2" OPT' LIV /DIN G S E BU PLUMBING BTWN ; CD J FLOOR TRUSSES ; �u- 1 1 BEAR G MBE W I _-- _ 1 REINF ; t 3 1/Z"n(K1 1 NEWELao 3" F R SSES (2) 2x 13" -1000 TRU S ; co I I I 1 I 1 N \ 192 O.C. I 24' O.C. i 1 I I 1 I 1 I I I o 1 1 I I I - t ---- - -- --- 1 1 I 1 I I I 1 1 1 I i I I I I 1 i I ---- ---- 1 1 --- --- --- --- --- --- --- --- i 24" O.C. w/OPT'L BRICK VENEER 24" O.C. r`rk1-rT1 Cl/l-D InTCTC A11 (SRME DIMENSION BEYOND 'S H, (SAME DIMENSION w/OPTIONAL BUMP) FRAMING ENCLOSED w/OPTIONAL BUMP) UNDER CANTILEVER w/PLYWD SHEATHNG. OPEN -WEB FLOOR TRUSSES ARE 13" DEEP. 'ON CENTER' SPACINGS MRY VARY WHEN REQ'D BY MRNUFRCTURERS SPECS. VERIFY ALL. NOTE, LATERAL BLOCKING OR RIM JOIST MATERIAL IS REQUIRED AS NAILER BETWEEN TRUSSES WHICH DO NOT ALIGN END-TO-END. _ SEE BRIDGING NOTE AT LEFT. SECOND FLOOR JOIST LAYOUT SCALE: 1/4"=1'-0" 0 m REV. .� ISSUE DATE: 9/31/01 REVISIONS: o 0 6 O r� V a a INDIANAPOLIS elmwd-in_3.db O I W 0 W W M 0 H cl w h. OUT -to -OUT of SHTH'NG Plot tbl,28000,28040 2.-0" 24" O.C. m 0 REV. O NO OVERHANG = ----�- ,� ISSUE DATE: ++ 11 11 i y1- T1----Rrry \, rr---�r--,L� 9/31/01 VISIONS: f- -,` ii1 11 111 0 r- I _ _ _ _ 6 U '--------- -- -- O OPTIONS CONVENTIONALLY BREAKFAST BAY RAF ERSDbw 2x 8 CLG SJOISTS. MEDIA CTR NICHES CENTER -LINE OF GABLE w/ BOTH SIDES BUMPED ONLY TRUSS TAILS ARE 6 1/2" FROM OUT -of -SHEATHING. (UNLESS NOTED OTHERWISE) 6'-4" W/OPTIONAL BRICK VENEER LiViNG/DiNiNG BUMP FAMLY/GAR'GE BMP BOTH SIDES BUMP SCRLE: 1/4"=1'-0" INDIANAPOLIS eimwd_in_3.db I W n 0 W W 0 Z H Q IL I