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HomeMy WebLinkAboutIN-Ambleside-Frankton-APLN-Unit 2103-A5.1 SECTPRODUCTION MANAGER DATE / DESCRIPTIONREV # NOTE: SCALES NOTED ON DRAWINGS RELATE TO FULL SIZE PLOTS ON 22x34 SHEETS - 11x17 SHEETS REPRESENT 1/2 SCALE PLOTS INITIAL RELEASE DATE:CURRENT RELEASE DATE: PLAN NAME SHEETNPC PLAN NUMBER STAMP (c) Copyright Pulte Home Corporation - 2022 JL09-02-202209-02-2022 20' Unit 2463 Indiana Division11590 North Meridian Street, Suite 530Carmel, Indiana 46032PLOTTED: September 1, 2022 / Jeffrey Moskovciak / IN-AMBLESIDE-FRANKTON-APLN-UNIT 2103.DWG A5.1 SECTIN - AMBLESIDE CommunitySectionsBuilding 21, Unit #2103PORCH ENTRY SECTION 1/2"=1'-0"B-B 4.512 \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 WRAPPED, PROVIDE DRIP EDGE}ROOFING MEMBRANE (REF. PROD. SPECS.) OVER {\C4;PLYWD. SHT'G. } \pxsm0.85;FLASHING PER EXTERIOR FINISH & ROOFING MFR. RECOMMENDATIONS \A1;{\C4;1x10\H1.00002x; SYN. BD., TYP.} {\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 EDGE}\A1;{\C4;1x8 UPPER COLUMN SHAFT} B - PORCH COLUMN PLAN 1/2"=1'-0"B \A1;{\L\C6;NOTE\l:}\P\pxsm0.85;{\A0;SYNTHETIC BOARD MATERIALS MAY BE REPLACED WITH ALUMINUM WRAPPED MEMBERS} 1/2" SHEATHING BOX BEAM RETURN 1/2"=1'-0"C CONTINUOUSLY FULLY VENTED SOFFIT PANEL 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. OVER 1x3 BLOCKING} \A1;{\C4;1x10\H1.00002x; SYN. BD.} \A1;{\C4;1x6\H1.00002x; SYN. BD. OVER 1x3 BLOCKING}\A1;{\C4;1x10\H1.00002x; SYN. BD.} CONTINUOUSLY FULLY VENTED SOFFIT PANEL \A1;{\C4;1x6\H1.00002x; SYN. BD. OVER 1x3 BLOCKING} \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 & CONNECTION PER STRUCTURAL {\C4;HORIZ. SIDING OR THIN BRICK VENEER (INSTALL PER MFR. ECOMMENDATIONS), \PSEE ELEVATIONS FOR EXT. FINISH} PVC RAILING,\PPOST & PICKETS (TYP) POST ATTACHMENT TO FLOOR FRAMING PER STRUC. COMPOSITE DECK BOARD DECK FRAMING, REF. FRAMING PLANS12" SYN. BD. TRIM4" SYN. BD. TRIM BEAM PER STRUC. SCALE : 3/4" = 1'-0"D CANTILEVERED DECK DETAIL WATER RESISTIVE BARRIER OVER SHEATHING PER STRUC. 4x4 RAIL POST W/ PVC SLEEVE, TYP. T.O. GUARD T.O. DECKING \A1;6'-0" {\C4;POST AND GUARDRAIL BEYOND} HOLD TRIM BD. 1/2" BELOW BEAM & POSTLINE OF CANTILEVERED BEAM BEYOND FLASHING BOOT @ CANTILEVERED BEAM PENETRATIONS FULLY WRAPPED W/ FLASHING TAPEFLEXIBLE FLASHING TAPE OVER CANTILEVERED BEAM 1x TRIM AT LENGTH OF DECK24 GA PRE-FINISHED FLASHING BLOCKING IN BETWEEN POSTS 10/10/22