Loading...
HomeMy WebLinkAboutA0061/2" = 1'-0" 2x4 'L' BRACE NAILED TO 2x4 2x4 GABLE STUD THERMOPLY SHEATHING WOOD TRUSS A 7'-4" OR GREATERDETAIL - GABLE TRUSS BRACING SCALE: BOTTOM CHORD THAT EXCEEDS BETWEEN ANY TOP CHORD AND #3 SPF OR BETTER IS REQUIRED 'L' BRACE CONSISTING OF (1) 2x4 FURRING w/ 12d NAILS @ 8" o.c. 7'-4" BRACE SECTION 1" = 1'-0"SCALE: A 03 11'-8" (14) TREADS @ 10" WOOD GUARDRAIL w/ BALUSTERS @ LESS THAN 4" SPHERICAL SPACING 6'-8"MINIMUM HEADROOM CLEARANCE 2'-10"HANDRAIL HTANCHOR STEPS TO SLAB - TYPICAL DTL - STAIR SECTION SCALE: 3/8" = 1'-0"9'-8"(15) RISERS @ 7.73"11'-734" FLOOR OPENING CONTINOUS HANDRAIL AT OPPOSITE WALL 2x12 JOISTS2x10 JOISTS WOOD RAILING w/ BALUSTERS @ LESS THAN 4 3/8" SPHERICAL SPACING 01 PRE-ENGINEERED ROOF TRUSSES @ 24" o.c. 20"h. O.S.B. BOX - ON ALL SIDES 22" x 32" MASONITE INSULATED PANEL - PAINT TO MATCH CEILING BLOWN-IN INSULATION WEATHERSTRIPPING - ON ALL FOUR SIDES NOTE: WHEN THE ACCESS PANEL IS IN UNISULATED SPACE, DELETE THE O.S.B. BOX & REPLACE MASONITE PANEL w/ A DRYWALL PANEL 20"1'-1012" ROUGH OPN'G. 214" CASING TRIM SURROUND - PAINT TO MATCH CEILING 12" DRYWALL DETAIL - ATTIC ACCESS PANEL SCALE: 3/8" = 1'-0"12 J.S. (1) 412" 4 12" ON INSIDE OF SGL. HDR. SGL. 2x12 HEADER J.S. (1) 2x4 WALL FRAMING @ 16" o.c. - TYPICAL REFER TO SHEET A3 FOR WINDOW OPN'G SIZES 2x12 BLOCKING - 12"w.± NOTE: J.S. (1) J.S. (1) J.S. (1) J.S. (1) BOTTOM and MIDPOINT 2x4 BLOCKING @ TOP & DTL - TRIPLE WDW SGL. 2x12 HDR SCALE: 3/8" = 1'-0"04 3/8" = 1'-0" DETAIL - DORMER WINDOWS SCALE: 3 12 8'-312" FRAME DIM 914" 2'-0" 412" 9 14"2'-0"2'-0" 4 12" SHINGLES 2x6 RAFTERS @ 24" o.c. 1x8 GUTTER BOARD 1x8 TRIM - w/ BARGE MOULD 1x10 TRIM 1x6 TRIM - SIM TO DTL. 05/D2.0 1x6 TRIM - w/ 1x CAP METAL FLASHING - SEE DTL. 01/D2.0 DIMENSIONAL NOTE: SIDE RETURNS OF DORMER TO BE SHEATHED w/ HARDIPANEL, SMOOTH FINISH - HOLD 1" OFF T/ SHINGLES 4'-618"614" 3'-0" 1178"6"312" 212"- SEE DTL. 05/D2.0 2030P 2030P 2030P @ 48" o.c. 2x4 FLAT FRAMING - SIM. TO DTL. 11/A1.0 8" 05 CEILING LINE 8/12 DETAIL - 8/12 HEEL CUT SCALE:3/4" = 1'-0"7'-234"HEELCUT06 LINE OF FIVE & DIME VENEER 1234"2134" 1234" DETAIL - #PC22F CAST STONE SCALE: 22" x 22" PIER CAP 1/2" = 1'-0" 22"214"14"2" 22"1"Ø HOLE FOR PORCH COLUMN 07 8 12 DETAIL - OVERHANG SECTION SCALE:3/8" = 1'-0" MILLED BRACKET 'A' - REFER TO DETAIL 08/A1.0 1x8 GUTTER BOARD (NO GUTTER @ EXTENDED O.H.) ADDITIONAL 2x2 NAILER 2'-1012" O.H. 1'-0" O.H. 1x6 TRIM CENTERED BEHIND BRACKET - INSTALL FROM FRIEZE TO 2" BELOW BRACKET 2x6 FRAMING BARGE MOULD 2x4 FLAT NAILER @ 48" O.C. - AVOID VENTS VENTED SOFFIT 10 1'-4"CMU BACK-UPWIDTH1'-8"APPROX. WIDTHOF STONE VENEERDETAIL - BOX COLUMN TOP & BASE SCALE: 1/2" = 1'-0" 8x8 COMPOSITE COLUMN BASE - INSTALL PER MAN'F'S INSTRUCTIONS 2x10 P.T. BLOCKING 3/8" Ø ANCHOR OR EXPANSION BOLT 1'-4" CMU BACK-UP WIDTH 1'-8" APPROX. WIDTH OF STONE VENEER 4" CMU (1 COURSE) - GROUT SOLID IN CENTER CULTURED STONE VENEER 8" CMU (5 COURSES)3'-10"± 1'-10" CAST STONE CAP214"11 PRE-ENG. TRUSS @ 24" o.c. VENTED SOFFIT 2x12 BEAM - BLOCK SOLID @ COLUMNS 1x8 GUTTER BOARD 1x10 FRIEZE BOARD OVER 1x8 TRIM - w/ BRICK LADDER - w/ BARGE MOULD - TRIM TO T/ WDW's 1x10 TRIM OVER 1x8 TRIM - w/ BARGE MLD 38" HARDBRD MILLED COLUMN P-9 12"x9 12" HARDBOARD FRIEZE w/ BARGE MOULD 1x12 TRIM 8 12 #4 RE-BAR @ 11" o.c. #4 RE-BAR @ 18" o.c. - FRONT TO BACK - PLACED BELOW FRONT TO BACK BARS IN SLAB - PLACED ABOVE SIDE TO SIDE BARS IN SLAB SECTION - FRONT PORCH SCALE: 3/8" = 1'-0" 8"1112"or 13 12"10'-1"8'-914"WINDOW RO1534"1'-4" 1'-4" - SIDE TO SIDE 4'-8" 5'-0" CANTILEVER TRUSS 5'-9" FRAME TO EDGE OF CONCRETE 3050 512" FROM T/ SUBFLRTO T/ PORCH SLAB8"thk. PORCH SLABSLOPE DOWN1" T0 FRONT2x BLOCKING 4'-478" 1114" 1'-0"1058"HEEL08 SECTION - FRONT PORCH @ FOYER SCALE: 3/8" = 1'-0" PRE-ENG. TRUSS @ 24" o.c. VENTED SOFFIT 1x8 GUTTER BOARD 1x10 FRIEZE BOARD OVER 1x8 TRIM - w/ BRICK LADDER - w/ BARGE MOULD - TRIM TO T/ WDW's 1x10 TRIM OVER 1x8 TRIM - w/ BARGE MLD 38" HARDBRD MILLED COLUMN P-9 12"x912" HARDBOARD FRIEZE w/ BARGE MOULD 1x12 TRIM 8 12 #4 RE-BAR @ 11" o.c. #4 RE-BAR @ 18" o.c. - FRONT TO BACK - PLACED BELOW FRONT TO BACK BARS IN SLAB - PLACED ABOVE SIDE TO SIDE BARS IN SLAB 8" 1112"or 13 12"10'-1"8'-314"DOOR RO1'-934"1'-4" - SIDE TO SIDE 5'-0" CANTILEVER TRUSS 2x BLOCKING 8'-478"1114" 1'-0" 4'-4" PRE-ENG. GIRDER TRUSS 512" FROM T/ SUBFLRTO T/ PORCH SLAB9'-9" FRAME TO EDGE OF CONCRETE 8"thk. PORCH SLABSLOPE DOWN2" T0 FRONTCAST STONE CAP #PC 22F - SEE DTL. 07/A6.0 09 BOX COLUMN TOP & BASE SCALE: 1/2" = 1'-0" T/ PORCH SLAB 7"714" 7"714" 2x8 TREATED COLUMN BASE 8x8 COMPOSITE COLUMN BASE - INSTALL PER MAN'F'S INSTRUCTIONS 2x6 P.T. BLOCKING - ALL SIDES FLUSH w/ COLUMN 3/8" Ø ANCHOR OR EXPANSION BOLT 1x8's 1x6's DETAIL - 2x2 BLOCKING 2x6 BLOCKING @ T/ COLUMN (2) 2x4's @ OUTER FRONT CORNER 13 1x6 TRIM 3/8" SHIMS 112" VENTED SOFFIT 1x8 GUTTER BD 1x10 FRIEZE BRD - RIP TO FIT 1x6's 1x8's 1x10 COL. BASE TRIM - w/ 45° BEVEL 2x2 BLOCKING 1x12 TRIM - TRIM AROUND DOOR - w/ BARGE MLD (2) 2x4's @ OUTER FRONT CORNER (2) 2x12 BEAM - w/ 2x4 TOP & BTM. 1x8 TRIM PLATES - RIP TO 7"w. 2x4 LADDER @ 24" o.c. - ALIGN BLOCKS w/ TRUSSES NOTE: ADJUST TO GRADE FOR AESTHETIC PURPOSES ONLY - FORM DOWN 12" MIN. 1'-0" OH 3/8" HARDBOARD - MATCH BEAM HT SCALE: SECTION - REAR PORCH 3/8" = 1'-0" 7" PRE-ENG. TRUSSES @ 24" o.c. 14 WILLIAM L.KAUF H O L Z A RCHITECTREASON FOR PLOT: PLOT DATE: Job No. Sheet No.IN NEW RESIDENCE FOR:HOMESITE NO.OFFICE REVIEW:MASTER BY: DATE: C DATE: FISCHER HOMES INDIANAPOLIS II, LP6602 EAST 75TH STREET, SUITE 400INDIANAPOLIS, IN 46250(317) 348-2500FIELD SPEC HOTLINE: (859) 344-7100COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc.JOB INFO: DATE: PROJECT COORDINATOR:PHONE No:PERMIT: SIGN-OFF: CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN NO.EXTERIOR: 12/20/2018 4:43 PM TLR-024 JULIE & JASON PATEL14410 TALLYN WAYROOKWOOD G111 CA TALLYNS RIDGECARMEL, IN 46071024 ---- -------- -------- 12/14/18---- ----------------GRAND ESTATES COLLECTION fieldspecchange@fischerhomes.com REVISED BY: TEAM MANAGER:PHONE No:859-426-4223SHEZYRA D. SISKOWICA6.0 01/04/19 William Hohlt