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HomeMy WebLinkAboutRoof Plan Nanny Qtrs Electrical layoutW-O" - I . w4terproof reefing with felt sub4ayef Minimum R-38 blown in insulation Metal drip edge Cone. trim TGI Ceffing joist@ 19'ox, board 3xtg Freeze board Dbl. 2 x 8 top plate /2" Sheetrock (typical) 2 x 8 Stud wall @ 16"O.C. - R-13 batt insulation - 6 Milly vapor barrier - 1/2" elypsurn board - Stucco board - 7116' OSB cheating i Great room - 2i-g' 1)TX lia" fteeLsill plate anchor @ 72'o..r--\ Grade 4n Fiber -reinforced concrete floor A 12" Loured �Tt =g==,n of 7 concrete wail Below Minirnurfi 4" pea a 6" drop. Frost 4" Perimeter gravel fill drain tile ------ 40 2 x 8 cont. $III plate IZ'x 24" Cone. footing -W&LL All Contractors are required that their Copyright 2=All -rights reserved. materials, sizes, construction methods and No part of this publication may be -reproduced labor forces meet an state, county and local or transmitted in ", form or by any means, codes. These design requirements are to electronic of mechanical, including photocopying, take precedencecifi " over the project sped- recording or by any information retrieval system cations and draiwings - written or implied. withotA the permission of the copyright owner. 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 4W Watefproof roofing with MR sub -layer Minimum R-W blown in insulation Metal drip edge Coric. trim. TGI Celling joist @ 16, O.C. Conk. Freeze board Dbl. 2 x 6 heetr . ock top plate 1/2' 7S�v (typical) 2 x 6 Stud wall @ 16' O.C. " I R-13 batt insulation 6 Mil pp- g r, barrier board Stucco bWd 7/16'OSB cheating Notes: All rescue window openings n . g8 to be fully opened. Milnj%um window size shown and shall reflect a minimum 5.7 sq. ft.. Windows that meet the egre-es window minimums shall inoorp- orate the "Nsh Here" label. Provide a 9 sq. ft. of clear area with a min. dimension of 3TIn width and langth in front of the window -in. the well. Should the window well be deeper then 44" provide a ladder or steps in ft. - well for escape. I MZX L-kZ_(Out T't 0 C-U;-1WCA ArkC- VArk I rnwaNKJrs� - V�Lx C�C;>. Fn. FireblocJdng around pipe 11 Typical Wall studs. See section R602.3 Full-height studs adjacent to header See section R6,02.7.5 I I Bottom plate Subfloor 1 7 Cut Plate tied with Stagger joints 24�' or 16 gauge steel strap. use splice plates. See See section R602.6.1 t section R602.3.2 2 - 2 x 12 Header —Jack studs or trimmers 1 2 x 4 Wridow sill Solid blocking J Sill plate- __� Floor joists __V ------ ------- -------------- � _16"'O.0 ----- ------------------ ----------------- 7 --------------------------------------- ---------- Anchorbolts -------- ------ -------- ---------- ---------------------------------------------- embedded in Foundation J_ Foundation cripple wall -studs 16'o.c. See section R602.9 foundation6 -------- -------- ------ --------- ---------------_---------- --------------- --------- 0. C. max. --------------- �oun ton XZTV x 4!'Dia. brace Corner and Partition Posts let into studs < J n Apply approved sheathing or brace exterior walls Note: A third stud and/or partition intersection backing with V 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 menu- devices that will serve as adequate backing for the facing facturer's specifications. See section R602. 10 material. VOO4 Denotes Mt I window well X Mtn. ---- ------------ Base n.ent WT & G 088 Plywood underlay (typ) Finish greds 112" X Ion Steel sill TGI Floor joist Wo.c. Egms Egress plate anchor @ 720 o.c. wi.ndaw xxrn,% � a§ - mvw, Window Grade 2 x6 x Cont. Q Sill plate Max. allowed befiore steps are required Note. 12' Pbu red concrete wall , Verify soil conditions =Poristruct Illy [on. - 9 '-9 _52 Window well V.- ToOO.T. Note: ------------ ------- Base Slope grade ftm house a minimumof --ment Top View a 6' drop. .%de KIM n 4" FlW-WJn&qed concrete floor Minirnurn 4n pea T avei fill �V'xNrconc. footing dote: Reber5CAf, 6 '/4-- -- 1 e4i -_ Phmr 0 In OCO 0"S, OS 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. #1 Y 40 Second Floor First Floor Eli 1st to 2nd floor Skirtboard to be installed after sheetrock is applied. Tread: Illy Riser: S 'Ye Railing to be 3411 high. Skirtboard to set on top of the 2 x 4 nailed to wall. 3) 2 x 12 Stringer boards. 2) 1 x 12 Skirtboards. 1 1/8" Nosing Newel pots to be finished to V! x 9'. I x 8 Risers Treads 46-.001 Basement Floor 1-2co ir, F-ev -4, 1Z3 _eta _.:a - 1U, 7- :, r2r_Y__ 11, 'On_ AN design data, detab and M 'o a 'ed 1untsfh1n=o`n't= trflflhe The Singh Residence '22 subrflitted drawings am Date; Nov. 14, L"b Con 1r.ArVTh. d=n will not be held liable based upon inaccurate and/or unk- 4 nown infomiton or conditions provided vftin these concepWal druwhgs Eaton + Stipp Custom Hon'tes 19SO - 2G22 AM fthts I T�ewed 8,677 Bash Street Indianapolis, IN 4625 6 I 5,cale- As notedl