Loading...
HomeMy WebLinkAboutIN-Ambleside-Frankton-APLN-Unit 2101-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 2101.DWG A5.1 SECTIN - AMBLESIDE CommunitySectionsBuilding 21, Unit #2101\A1;{\C4;10" SQUARE COLUMN (BEYOND)} \A1;{\C4;4x4 POST (SHOWN DASHED)} \pxsm0.85;FLASHING PER EXTERIOR FINISH & ROOFING MFR. RECOMMENDATIONS \A1;6" \A1;{\C4;1/2"\H1.00002x; SYN. BD. } \A1;9'-1{\H0.75x;\S1#8;}" SIDE-ENTRY PORCH SECTION 1/2"=1'-0"B-B \A1;{\C4;1x2 COLLAR}\A1;{\C4;1x3 COLLAR} \A1;{\C4;1x10 TRIM W/ EASED EDGE} \A1;{\C4;1x10 UPPER COLUMN SHAFT} \A1;{\L\C6;NOTE\l:}\P\pxsm0.85;{\A0;SYNTHETIC BOARD MATERIALS MAY BE REPLACED WITH ALUMINUM WRAPPED MEMBERS} \A1;{\C4;4x4 POST}\A1;10" \A1;10" \A1;{\C4;2x3 FRAMING} \A1;{\C4;1x10 TRIM W/ EASED EDGES}\A1;{\C4;1x10 UPPER COLUMN SHAFT} BOX BEAM RETURN 1/2"=1'-0"C CONTINUOUSLY FULLY VENTED SOFFIT PANEL1/2" SHEATHING ROOF RAFTERS 1/2" SHEATHING\A1;{\C4;1/2"\H1.00002x; SYN. BD. }\A1;{\C4;(2)2x4 LADDERS} \A1;{\C4;1x6\H1.00002x; SYN. BD. OVER 1x3 BLOCKING}\A1;{\C4;1x10\H1.00002x; SYN. BD.}\A1;7{\H0.75x;\S1#2;}"\A1;11{\H0.75x;\S7#8;}"\A1;{\C4;1x6\H1.00002x; SYN. BD. OVER 1x3 BLOCKING}\A1;{\C4;1x10\H1.00002x; SYN. BD.} PORCH COLUMN PLAN 1/2"=1'-0"B B.O. RAFTERS/T.O. BEAM \A1;\pxsm0.85,ql;CONC. ENTRY STOOP {\C4;DOOR PER PLAN} TOP OF SHT'G.\P1st FLOOR B - \A1;4" O.H. \A1;{\C4;2x8 RIPPED RAKE BD., ALUMINUM WRAPPED, PROVIDE DRIP EDGE}PROVIDE BLOCKING AS REQ'D. \A1;6" O.H. {\C4;2x8 RAFTERS RIPPED TO SLOPE, SPACING PER STRUC.}ROOFING MEMBRANE (REF. PROD. SPECS.) OVER {\C4;PLYWD. SHT'G. } 1/2" FILLER \pxsm0.85;%%P3/8 \pxsm0.85;RAILING SYSTEM PER ELEVATION & PRODUCT SPECIFICATIONS\pxsm0.85;4x4 POST W/ PVC SLEEVE \pxsm0.85;12\A1;4'-3{\H0.75x;\S1#4;}" {\C4;BOXED BEAM\Pw/ (2)2x10 BEAM }2x3 LADDER EACH SIDE 1/2" SHEATHING\A1;{\C4;1x6\H1.00002x; SYN. BD. OVER 1x3 BLOCKING}\A1;{\C4;1x10\H1.00002x; SYN. BD.}\A1;11{\H0.75x;\S7#8;}"\A1;1'-0{\H0.75x;\S5#8;}" \A1;{\C4;2x6 FASCIA, ALUMINUM WRAPPED, PROVIDE DRIP EDGE} \pxsm0.85;PROVIDE OPENINGS IN MASONRY FOR JOIST CONNECTIONS (PER STRUC.), INSTALL PER STANDARDS \A1;3'-11"\A1;5"\A1;4'-4" \A1;{\C4;1x10\H1.00002x; SYN. BD., TYP.}\A1;{\C4;1x6\H1.00002x; SYN. BD., TYP.} \pxsm0.85;1x3 BLOCKING BOX BEAM RETURN, SEE DETAIL ABOVE CONTINUOUSLY FULLY VENTED SOFFIT PANEL \pxsm0.85;LINTEL PER STRUC. BOX BAY DETAIL 1/2"=1'-0"D \A1;{\C4;2x4 SILL TRIM \P(WRAP AROUND CORNERS)} \A1;{\C4;1\H1x;x6 TRIM BD.} \A1;{\C4;1x12 CORNER BD. BEYOND (SHOWN DASHED)} \A1;{\C4;1\H1x;x6 TRIM BD.} \A1;{\H0.7x;\S1#2;}" SYN. SHEET, TYP. \A1;{\C4;1x12 CORNER BD. } \A1;{\C4;1x12 CORNER BD. W/ 1x4 CORNER BD. RETURN AND PROVIDE 1x4 AT INSIDE CORNER, TYP.} \A1;{\C4;5/4x3 TRIM BD.\P(WRAP AROUND CORNERS)} \pxsm0.85;FLASHING PER EXTERIOR FINISH & ROOFING MFR. RECOMMENDATIONS{\C4;ROOF TRUSSES, SPACING PER STRUC.}OPT. METAL ROOF (REF. PROD. SPECS.) OVER ROOF SHT'G \A1;{\C4;2\H1.00002x;x4 SILL TRIM} \A1;{\C4;5/4x16 HEAD TRIM\P(WRAP AROUND CORNERS)} \A1;{\H0.7x;\C4;\S5#4;\H1.42857x;"\H1.00002x;x6 TRIM} 612\A1;1'-0" O.H.\A1;{\C4;2x6 FASCIA BD.} BLOCKING \A1;{\C4;1\H1x;x6 TRIM BD.} \A1;{\H0.7x;\C4;\S1#2;\H1.4286x;" SYN. SHEET OVER SHT'G.}\A1;{\C4;FILL CAVITY W/ INSULATION, PROVIDE BLOCKING} PROVIDE SILL EXTENSION AND SEALANT AS REQ'D \A1;{\L\C4;NOTE\l:\PCORNER BD. TO STOP @ WINDOW HEAD & SILL} \A1;{\H0.7x;\C4;\S1#2;\H1.4286x;" SYN. SHEET OVER DRAINAGE PLANE & SHT'G.} \A1;{\C4;INSTALL DRIP EDGE PER ROOF MFR. RECOMMENDATIONS} \A1;{\C4;2x6 FASCIA BD.} CONTINUOUSLY FULLY VENTED SOFFIT PANEL \A1;{\H0.7x;\C4;\S5#4;\H1.42857x;"\H1.00002x;x6 HEAD TRIM}\A1;{\C4;5/4x6 TRIM BD.\P(WRAP AROUND CORNERS)}\A1;{\C4;1x12 CORNER BD. BEYOND (SHOWN DASHED)} \A1;{\C4;1\H1x;x6 TRIM BD.} \A1;1'-2"\A1;{\C4;T.O. FASCIA} \A1;{\C4;T.O. PLATE} FYPON BRACKET DTLB 10x10x9 \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 BKT 10/10/22