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HomeMy WebLinkAboutMeunier-02.02.2018 - Sections Details Sheet 6.0© COPYRIGHT 2017 BY MCGINNIS DESIGN GROUP. ALL RIGHTS RESERVED. NO PART OF THIS PUBLICATION MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL, INCLUDING PHOTOCOPYING, RECORDING, OR BY ANY INFORMATION RETRIEVAL SYSTEM, WITHOUT THE PERMISSION OF THE COPYRIGHT OWNER. ANY UNAUTHORIZED USERS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW INCLUDING ANY LEGAL FEES INCURRED BY THE COPYRIGHT OWNER. 0 _ 6" GUTTER 1x6 GUTTER BOARD 2'-0» PLYWOOD SOFFIT W/ CONT. VENT 5/4x6 FRIEZE BOARD 00 BLOWN INSULATION PER BUILDER SPEC (R-50 MIN.) 2x6 CEILING JOIST r�rnnnir� FLOOR 2" DRYWALL WALLS AND. CEILINGS (2) 2 x 4 TOP PLATE 2 x 12 HEADER 2x4 STUD WALLS @ 16" O.C. INSULATE WALLS PER BUILDER - SPEC. (R 13 MIN.) 4" DECKING BASE AS SPEC. FINISHED FLOOR AS SPEC. 11-78" ENGINEERED FLOOR JOISTS (U.O.N.) SIZED BY OTHERS FIRST FLOOR " DRYWALL WALLS AND - CEILINGS (2) 2 x 4 TOP PLATE 2 x 12 HEADER 2x4 STUD WALLS @ 16" O.C. INSULATE WALLS PER BUILDER - SPEC. (R 13 MIN.) " DECKING BASE AS SPEC. FINISHED FLOOR AS SPEC. 11-78" ENGINEERED FLOOR JOISTS j (U.O.N.) SIZED BY OTHERS I^II 2 x 4 PLATE PRESSURE TREATED ANCHOR BOLTS @6'-0" O.C. 2x4 INSULATED FRAME WALL HOLD 1" OFF MASONRY IN FINISHED BASEMENT AREAS ONLY. BASEMENT REBAR AS REQ'D. 9' x 10" CONC. WALL (9 1/2" ACTUAL) J 4" CONC. SLAT k A. 4" INT. DRAIN TILE CONNECT TO SUMP 21 X 10" CONT. FOOTING 4" EXT. DRAIN TILE 8WALL SECTION CONNECT TO SUMP 6 SCALE: 1/2" = 1'-0" SECTIONS / nD,ETAILS MD 6 lfi Rlk ICTIGN 5uubjaut to uumpdiianma with alll ragutatimma u95tata mmd Il,oeal Or'udlem IC'itpo�F Cairrnal DIMENSIONAL SHINGLES OVER #15 FELT OVER 1/2" EXTERIOR SHEATHING 2 x 8 RAFTER (TYPICAL) 5/46 WINDOW WRAP WINDOW UNIT INSULATE RIBBON JOISTS TYPICAL 5/410 BAND BOARD 5/46 WINDOW WRAP WINDOW UNIT SIDING PER ELEVATION HOUSE WRAP 1/2" OSB SHEATHING 5/46 BAND BOARD 4" BRICK SOLDIER COURSE CAP INSULATE RIBBON JOISTS TYPICAL .STONE / BRICK VENEER WEEP HOLES AS REQ'D. .5-1/2" STONE/BRICK LEDGE APPROX. GRADE WATERPROOFING PEA FILL 2x6 CEILING JOISTS SECOND FLOOR r� I OPEN RAILING I I 3/4" DECKING 10,> 11-7/8" ENGINEERED FLOOR JOISTS 0 N I 00 eSTAIR SECTION 6 SCALE: 1/2" = 1'-0" 11-7/8" ENGINEERED FLOOR JOISTS nnc1rkArnIT 2x6 WALL ON INT. FOOTER 2x12 STRINGERS 1" NOSING 4" CONC. SLAB 2x4 INSULATION SPACER (12" MIN) I► OPEN RAILING 1" NOSING 2x12 STRINGERS \��y r. 2x12 STRINGERS 3/4" DECKING 2x10 LANDIN 2x12 STRINGERS 1" NOSING 3/4" DECKING 2x10 LANDING ro o C'41 u I 0 I ALL STRUCTURAL ASPECTS OF THESE PLANS TO BE VERIFIED BY BUILDER AND/OR GENERAL CONTRACTOR. MCGINNIS DESIGN GROUP DOES NOT WARRANT THE STRUCTURAL INTEGRITY OF PLANS. SQUARE FOOTAGE FIRST FLOOR = 1774 SF OPEN RAILING I I I I SF 1" NOSING I SF 3/4" DECKING I N I 00 eSTAIR SECTION 6 SCALE: 1/2" = 1'-0" 11-7/8" ENGINEERED FLOOR JOISTS nnc1rkArnIT 2x6 WALL ON INT. FOOTER 2x12 STRINGERS 1" NOSING 4" CONC. SLAB 2x4 INSULATION SPACER (12" MIN) I► OPEN RAILING 1" NOSING 2x12 STRINGERS \��y r. 2x12 STRINGERS 3/4" DECKING 2x10 LANDIN 2x12 STRINGERS 1" NOSING 3/4" DECKING 2x10 LANDING ro o C'41 u I 0 I ALL STRUCTURAL ASPECTS OF THESE PLANS TO BE VERIFIED BY BUILDER AND/OR GENERAL CONTRACTOR. MCGINNIS DESIGN GROUP DOES NOT WARRANT THE STRUCTURAL INTEGRITY OF PLANS. SQUARE FOOTAGE FIRST FLOOR = 1774 SF SECOND FLOOR = 1015 SF TOTAL = 2789 SF APARTMENT = 623 SF GARAGE SLAB = 755 SF BASEMENT SLAB = 1675 SF FINISHED BASEMENT = 996 SF OUT DOOR LIVING SLAB = 215 SF PATIO SLAB = 318 SF Designed For: Direct Scale: 1 /4" = 1'-0" Date 07.05.17 File Name: meunier.dwg U 0 � ao " 4_jMMO N�� o O V,4 ct w C2 �- O oc uct ti) 5 � Designed For: Direct Scale: 1 /4" = 1'-0" Date 07.05.17 File Name: meunier.dwg U "-�conct Designed For: Direct Scale: 1 /4" = 1'-0" Date 07.05.17 File Name: meunier.dwg