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HomeMy WebLinkAboutRoof Plan and Framing` 4'-O"_l Waterproof roofing with felt sub -layer Metal drip edge r� Conc. trim TGI Ceiling joist @ 16" o.c. board Freeze board Dbl. 2 x 8 top plate 2 x 8 Stud wall 16" o.c. R-13 batt insulation - 6 Mil poly vapor barrier - 1/2" Gypsum board - Stucco board - 7/16" OSB sheeting mum R-W blown in insulation /2" Sheetrock (typical) Great room 21- 0" Nam: se'il GmAitions eer+i acting _ _ 112 x tO." StwLsill _ plate anchor Q 72" o.c. \ �n. Grade- 4" Fiber -reinforced concrete floor Niote: Slo 7 12' Poured g cede from concrete wall house a mmimum of Below _ Minimum 4" pea a 6" drop. Frost V Perimeter r.� 2 x 8 cant. gravel fill drain the sill plate 1 12" x 24" Conc. footing C_+ 101 t ,a, All Contractors are required that their Copyright 2,022, All rights reserved. materials, sizes, construction methods and No part of this publication may be reproduced labor forces meet all state, county and local or transmitted in any form or by any means, codes. These design requirements are to electronic or mechanical, including photocopying, take precedence over th:e project specih- recording or by any information retrieval system 9 p e permission of the copyright owner. cations and drawions -written or implied. without th Verify all dimensions prior to construction. Any unauthorized users will be prosecuted to the Contractor's are responsible for the accuracies fullest extent of the law including any legal and correctness of these conceptual drawings fees incurred by the copyright owner. whether for new and/or existing construction. I 4'-0" Waterproof roofing , with felt sub -layer Minimum R-38 blown in insulation Metal drip edge r� , Conc. trim TGI Ceiling joist @ 16" o.c. board Freeze board Dbl. 2 x 6 top plate 1/2" Sheetrock (typical) 2 x 6 Stud wall @ 16 O.C. - R-13 bait insulation - 6 Mil ppoly vapor barrier -1/2" ©ypsum board - Stucco board - 7/16" OSB cheating — 14`-0" r Notes: All rescue window openings to be fully opened. Minumum window size shown and shall reflect a minimum 5.7 sq. ft.. Windows that meet the egrees window minimums shall inoorp- orate the "Push Here" label. Provide ,al 9 sq. ft. of dear area with a min. dimension of 36" in width and length in front of the window in the well Should the window well be deeper then 44" provide a ladder or steps in the well for escape. r A ! -_},. Ell Fireblocking Cut plate tied with Stagger joints 24" or around pipe \ 16 gauge steel strap. use splice plates. See See section R602.6.1 section R602.3.2 Double top plate 2 - 2 x 12 Header 16" o.c. Typical Jack studs or trimmers Wall studs. See section R602.3 I Full-heightstuds 2 x 4 Window sill adjacent to header See section R602.7.5 Bottom plate Solid Subfloor --� 7 blocking J Sill plate— Floor joists ___Y ----------- ------------- 16" o. c. ---------------------------------------------- Anchor bolts Foundation Foundation rippl ce ll wa embedded in studs 16" o.c. See section R602.9 foundation 6' ;------ o.c. max. Corner and Partition Posts 1" x 4" Dia. brace let into studs Apply approved sheathing or brace exterior walls Note: A third stud and/or partition intersection backing with 1" x 4" braces let into studs and extending from studs shall be permitted to be omitted through the use bottom plate to top plate, or other approved metal of wood backup cleats metal drywall clips or other -approved strap devices installed in accordance with the manu- devices that will serve as adequate backing for the facing facturer's specifications. See section R602.10 material. -- - 17-�M I N :,✓K L ��(QU� �, 11_:;= mil- 29" i 22 1/2 Min. 42" 36 1/2" Min. ' i Denotes 36" window well ---- ------------- Min. Basement 3/4" T & G OSB plywood underlay (typ) Finish grade 1/2" x 10" Steel sill TGI Floor joist @ 16" o.c. (Egress Egress plate anchor Q 72" o.c. window 36" x;36" min, area window Grade 2 x 6 Cont. sill plate Max. s pallowed lafe�requiirredd 12" Pbu red Note: concrete wall l Verify soil conditions prior o constructing 9 �„ -- - - 1MndOw f oundatton. -9 2 well Basement ' s" °° Note: Basement ---------- Slope grade from house a minimum of TO View p - Side ew a 6" drop. 4" Perimeter_ dr in 4° Fiber -reinforced concrete floor � the----------------- jl_.;� J � 1 Minimum 4" pea gravel fill 5 (.cs�:_ I�csCC0 L127x24"Conc. footing - W/� ,LL Note: 4_ 1-Q Reber thickness and locations, as well as the basement wall sizes and the complete design of the foundation system is the responsibility of the foundation Contractor. These conceptual drawings, details, dimensions and notes are provided for reference only and need to be verified prior to construction whether for new or existing dwellings. v4 ci Second Floor 1st to 2nd floor Skirtboard to be installed after she- etrock is applied. Tread: lilt Riser: S `Ye Railing to be 34" high. Skirtboard to set on top of the 2 x 4 nailled to wall. 3) 2 x 12 Stringer boards. 2) 1 x 12 Skilrtboards. 1 1/8" Nosing Newel posts to be finished to8'x8". 7 t- 1`1 I .--. First Floor 1 x 8 Risers i- - — Treads —� Basement Floor: I I st floor t2l �rt5GO �-' = ►71�. -12 i iZZ All design data, details and layouts included and implied within the contents re the submitted drawings are sub The Singh Residence Date: Nov. 14, '22 subff'ect to verWication by the Bui�JerJOwner. The draftsman will not be held liable based upon inaccurate and/or unk- nown information or conditions provided these Eaton Stipp Custom Homes Drawn b ce conptual drawings. al dra 1990 -2022 All Rights 8,677 Bash Street Indianapolis, IN 46256 Scale. As noted reserved