Laserfiche WebLink
wvwv.ry4cterconsh,uctiom.owmo <br />Tel: 574773`3502~Fa: 574.773.4941 <br />YODER CONSTRUCTION, INC. <br />Project Assump�tifor South Bend Training Center Classroom Building~ <br />Sima4i4ed 11)7,F <br />1.The snow load for St. Joseph County is30 psf ground.20 was specified. We used 30 <br />Z. There ismocollateral load specified. VVeincluded 5osf <br />3. The occupancy ofthis building will beEssential Facility ifyou park a fire truck \nit. VVeused that <br />occupancy and increased the snow and wind load's <br />4. It is against common industry practice to use 2 vapor barriers in the alternate roof request <br />5. Insulation items D11 and D26 figured as shown on detail 2 on page A3-002. However, this <br />insulation should only beinstalled ifalternates 2and/or 3are selected <br />6. Exterior wall sheathing Item DZ2on: page A3-OU2ionot figured other than where the brick <br />wainscot |slocated aoabacker. <br />7. The 30#synthetic felt and Y4"roof sheathing |sfigured for aiUtmrnate#2,but it isnot needed or <br />recommended. <br />Q. The length of the trench drains is not clearly depicted. To the best of our observation, we <br />figured (2)8'trench drains |nour quote <br />9. /tishighly recommended NOT 1ainstall TYVEK and 6mnDvapor barrier |nthe wall. Our bid <br />includes installing 6mm|[but noTvwek <br />10.Since mvehave beemumab(etuobtaincmnent0ovvtestinfornmatiomfrommtheSowth8emdVVater <br />Department, we have based this proposal on the available minimum water supply of 55psi <br />static, 52psiresidual, while flowing 1,Q0Ogpmbeing available at the site tofeed the sprinkler <br />systenns.Uv*e find: that the water supply is less than the test results noted above, it may be <br />necessary for us to seek additional compensation to change pipe diameters, add a, storage tank, <br />and/or add ofire booster pump. <br />11.There ismomention orspecifications requiring anoil and/or sand separaitor(s)atthe trench <br />drains therefore they have not been figured <br />12.Approval drawings for the Pre-engineered building can beprovided for amadditional $750but |t <br />will increase the lead time for the building 6vapprox. 4'5weeks. <br />13. Panel storage pocket as shown on floor plan is not wide enough to accept standard size panels. <br />Panel storage pocket must beminimum of4/'8°wide. (2'-4"each side mfcenterline) <br />14. 0ue1mwo|at||esteeUpduas,theNucmrbu||d[mApackageprioingisunVygooduntiV4/25/I0and <br />must ship byQ/15/18 <br />JasomYnder R.Yoder Construction, Inc. <br />