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HomeMy WebLinkAboutIN-Ambleside-Frankton-APLN-Unit 2303-A5.1 SECTPRODU REV DATE # NOTE: INITI CURRE PLAN SHEET NPC P STAMP (c) C JL 04/04 07/20 20' Unit 2463 Indiana Division 11590 North Meridian Street, Suite 530 Carmel, Indiana 46032 PLOTTED: July 20, 2022 / Jeffrey Moskovciak / IN-AMBLESIDE-FRANKT A5.1 SECT IN - AMBLESIDE Community Sections Building 23, Unit #2303 PORCH ENTRY SECTION B-B 1/2"=1'-0" 4.5 12 \A1;3'-10{\H0.75x;\S1#4;}" \A1;1'-0" \A1;O.H. \A1;6" \A1;9'-1{\H0.75x;\S1#8;}" \A1;5{\H0.75x;\S1#2;}" \A1;\pxsm0.85,ql;CONC. ENTRY STOOP {\C4;DOOR PER PLAN} TOP OF SHT'G.\P1st FLOOR TOP OF FASCIA \A1;{\C4;8" SQUARE COLUMN (BEYOND \A1;{\C4;4x4 POST (SHOWN DASHED)} {\C4;ROOF TRUSSES} \A1;{\C4;2x6 FASCIA, ALUMINUM WRA ROOFING MEMBRANE (REF. PROD. SPEC \pxsm0.85;FLASHING PER EXTERIOR FINIS \A1;{\C4;1x10\H1.00002x; SYN. BD., TY {\C4;BOXED BEAM\Pw/ (2)2x10 BEAM 2x PADOUT EACH SIDE \pxsm0.85;2x LEDGER,\PREF. TO STRUC. \A1;3'-7" \A1;{\C4;1/2"\H1.00002x; SYN. BD. 1/2" FILLER \A1;{\C4;1x6\H1.00002x; SYN. BD., TYP \pxsm0.85;1x3 BLOCKING \A1;{\C4;1x2 COLLAR} \A1;{\C4;1x3 COLLAR} \A1;{\C4;1x10 TRIM W/ EASED EDGE} \A1;{\C4;1x8 UPPER COLUMN SHAFT} \A1;{\C4;4x4 POST} \A1;8" \A1;8" \A1;{\C4;2x2 CORNER BLOCKING} \A1;{\C4;1x10 TRIM W/ EASED ED \A1;{\C4;1x8 UPPER COLUMN SHAF B - PORCH COLUMN PLAN B 1/2"=1'-0" \A1;{\L\C6;NOTE\l:}\P\pxsm0.85;{ 1/2" SHEATHING BOX BEAM RETURN C 1/2"=1'-0" CONTINUOUSLY FULLY VENTED SOFFIT PAN 1/2" SHEATHING SIDING/SYN. BD. ROOF END TRUSS 1/2" SHEATHING \A1;{\C4;1/2"\H1.00002x; SYN. BD. } \A1;{\C4;2x6 BOXED BEAM} BOX BEAM RETURN, SEE DETAIL ABOVE \A1;11{\H0.75x;\S7#8;}" \A1;{\C4;1x6\H1.00002x; SYN. BD. OVE \A1;{\C4;1x10\H1.00002x; SYN. BD.} \A1;{\C4;1x6\H1.00002x; SYN. BD. \A1;{\C4;1x10\H1.00002x; SYN. BD. CONTINUOUSLY FULLY VENTED SOFFIT PANE \A1;{\C4;1x6\H1.00002x; SYN. BD. OVER 1x3 \A1;{\C4;1x10\H1.00002x; SYN. BD.} B.O. TRUSS/T.O. BEAM \A1;11{\H0.75x;\S7#8;}" \A1;1'-0{\H0.75x;\S5#8;}" \A1;5" \A1;4'-0" \A1;MIN. 36" HIGH GUARD LEDGER & CONNECTI {\C4;HORIZ. SIDIN PVC RAILING,\PPOST & PIC POST ATTACHMENT T COMPOSITE DECK BO DECK FRAMING, REF 12" SYN. BD. TRIM 4" SYN. BD. TRIM BEAM PER STRUC. D SCALE : 3/4" = 1'-0" CANTILEVERED DECK DETAIL WATER RESISTIVE B 4x4 RAIL POST W/ PVC SLE T.O. GUARD T.O. DECKING \A1;6'-0" {\C4;POST AND GUA HOLD TRIM BD. 1/2" BELOW LINE OF CANTILEVE FLASHING BOOT @ C FLEXIBLE FLASHING 1x TRIM AT LENGTH 24 GA PRE-FINISHE BLOCKING IN BETWEEN POST 08/10/22