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s . . �'�� . CODES&STANDARDS SHEETINDEX Building Code: 2009 PROJECT: 3rd Party Inspection Agency: PFS Corporation,Cottage Grove WI 1 of 5-General Notes 26501-14047�1ohnson-Reimann Quality Assurance Manual: Superior Walls of America QA Manual 2 of 5-Drawing Summary Block-All_Layers Johnson-Reimann Site Preparation Guide: Superior Walls Builder Guideline Booklet.(MAN 42-9000) 3 of 5-Plan View-All_Layers Fire Test Standards: ASTM E84, ANSI/UL 1715, UBC 26-3 4 of 5-Front Right Isometric 5 of 5-Rear Left Isometric [ProJect No.28501-74047] WALL MATERIALS '— Concrete Compressive Strength: 5,000 PSI BUILDER: WatedCement Ratio: < 0.40 Suncrest Builders Wausau Homes Reinforcing Steel: No.4 and larger- 60,000 PSI 5159 Main Street,Box 382 No.3 and smaller-40,000 PSI DAMPPROOFING Maple Plain,MN 55359 Secondary Reinforcement: Polypropylene Fiber Embedded Wood Blocking: Pressure-Preservative-Treated Superior Walls panels are recognized Contact:Grant Johnson EPS Foam Insulation: Flame Spread Index:20 by the ICGES as an altemate method Smoke Developed Rating:300 of providing foundation wall Phone:612-209-5916 XPS Foam Insulation: Flame Spread Index:5 dampproofing.No additional dampproofing F�� Smoke Developed Rating:165 is required. Mobile: (See IC�ES ESR-1553&ESR-1662) E-Mail: SITE CONDITIONS Seismic Design Category: A PLEASE NOTE MUNICIPALITY: Basic Wind Speed: 90 mph Frost Depth: 48 inches To comply with building code ��; Assumed Soil Bearing Capacity: 2000 PSF requirements,the framing/decking Phone: Assumed Wall Loading: 1100 Pounds/LF(uniform) connections at the top of the Superior ; p�: Crushed Stone Footing Depth: 6 inches Walls panels and floor slab at the � E-Mail: Crushed Stone Size: 1/2 inch or smaller bottom of the Superior Walls panels -- - - -- Backfill Material: Backfill with clean crushed stone or any of the following MUST be completed prior to backfilling. soil types:GW,GP,GM,GC,SW,SP,SM,or ML. ' Beam Pocket(s): 0 Pound Maximum CUSTOMER RELEASE (see plan for locations,sizes,and loads) Column Pad(s): 0 Pound Maximum As the authorized representative of the customedbuilder � (see plan for loptions,sizes,and loads) I have reviewed this document and the drawings ' m � contained in it.I understand that it was created from guperior ��II� GENERAL NOTES information and dimensions provided by the customer/ builder and that Superior Walls will rely on that 1. Jobsite shall be prepared by the builder in accordance with the Superior Walls of America Builder information in the manufacture of this project. Guideline Booklet(MAN 42-9000). I acknowledge that I have compared this document to the Great Lakes Superior Walls 2. Auxiliary drain pipe must be four(4)inch diameter perforated and directed to a sump pit or daylight. sales order/contract and that this document supersedes 4555 134th Ave 3. Builder shall establish the required elevation benchmark. the sales ordedcontract with respect to the objects and Hamilton,MI 49419 4. Builder shall ensure site access for Vucks and crene. dimensions contained herein.I approve the project Phone:269-751�101 depicted in this document for production,and accept full Fax: 269-751-6409 INSTALLATION NOTES responsibility for any and all measurements,dimensions E-Mail:CAD Iswalis.com and infortnation provided by the customer/builder.I hereby DRAWING DATA: 1. Installation shall be supervised by a Superior Walls certified installer. release and discharge Superior Walls from any and all Sold by: Brad Weiss CeRification is obtained through Superior Walls of America,Ltd. past,present or future claims and damages arising from Drawn by: Travis Timmer 2. Installation shall comply with Superior Walls of America's Installation Manual(MAN 42-9008). or relating to the attached drawing and deviations in the Date Created:6/5/2014 drawing from information customer/builder provided. Last Revision:6/9/2014 Revision#: 2 Signature of Customer/Builder Date File Name: 28501-14047-johnson-reiman _—_ __. . PROJECT NO. 28501-14047 Page 1 of 5