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Home My WebLink About157FOUNDATION PLAN - WINGS F, G, AND H 3/32" = V-0" 7/29/2011 6:01:42 PM RE: SITE PLAN FOR BUILDING ORIENTATION FOUNDATION NOTES: 1.) REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMESNIONS NOT SHOWN, VERIFY ALL DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 2.) THERE WILL BE NO PLUMBING LINES RUNNING PARALLEL TO AND WITHIN OR UNDER ANY FOUNDATION BEAM. PLUMBING MAY CROSS A FOUNDATION BEAM OR RUN PARALLEL TO A FOUNDATION BEAM AT 5'-0" (MIN.) FROM CENTERLINE OF THE BEAM. 3.) ALL BUILDING EXTERIOR & LOAD BEARING WALL SOLE PLATES SHALL BE ANCHORED TO THE CONCRETE FOUNDATION WITH 1/2"0 X 10" ANCHOR BOLTS (7" EMBEDMENT) AT 48" O.C. (U.N.O.). FASTENERS FOR PRESERVATIVE -TREATED WOOD SHALL BE AS FOLLOWS: A.) UNCOATED IF TREATED WITH SBX/DOT & ZINC BORATE; B.) GALVANIZED (ASTM A153) IF TREATED WITH ACQ-C, ACQ-D (CARBONATE), CA -B & CB -A; WITH OR WITHOUT AMMONIA. C.) STAINLESS STEEL (TYPE 303,304,305 OR 316) IF WOODS HAVE ACTUAL RETENTION LEVELS GREATER THAN 0.40 PSF FOR ACQ, 0.41 PSF FOR CBA -A 0.21 PSF FOR CA -B (GROUND CONTACT LEVEL). OR ACZA. 4.) SIMPSON MASA ANCHORS @ 24" O.C. MAY BE USED TO REPLACE 1/2"0 ANCHOR BOLTS AT THE BUILDING EXTERIOR WALL SOLE PLATES. MASA ANCHORS CAN NOT BE USED TO REPLACE SHEAR WALL ANCHOR BOLTS. 5.) CROSS HATCHED AREAS INDICATE TO WARP CONCRETE SO THAT CONC. IS FLUSH AT ENTRY DOORS. (TYP.) RE: ARCH. FOR SLOPE REQUIREMENTS. 6.) DIMENSIONS ARE FROM EDGE OF SLAB TO CENTER LINE OF COLUMNS. EMBEDDED PLATES MAY NOT BE CENTERED UNDER COLUMNS. "A"- INDICATES TYPE OF PLATE. 7.) FASTEN SILL PLATE TO FOUNDATION W/ 1/2"0 X 7" EMBEDMENT ANCHOR BOLTS @ 48" O.C. Project BARRINGTON at CARMEL CARMEN, INDIANA LECESSE CONSTRUCTION COMPANY Copyright © SCA Consulting Engineers This document is copyrighted and is an instrument of service for the specific project for which it was prepared. Reuse, copying or modification of this document whether in hard copy or electronic format other than for the specific purpose intended, without written permission from SCA Consulting Engineers is a violation of federal copyright law. The ideas, concepts, inventions or methods described herein are Patent Pending and are the sole property of SCA Consulting Engineers. ISSUE DATES Design Development 06-06-11 Bid Issue xxxxx Permit Issue 08-01-11 Construction Issue xxxxx Revisions �1►►u►ur F. �XSY E y #1000,1 FOUNDATION PLAN Drawn LHB Check Date LEVEL 1 WINGS F, G,&H SCALE: As indicated A Project 211071 Sheet S1.11