825 HAWTHORNE ST 2016-01-01 MF Import

( 6. Provide scctional dctail, similar lo Detail I of Sheet 20, showing tntsses perpendicular to fire- resistant rated walls. Detail 1 shows the condition wherc roof ttusscs are parallel to r�ted walls. Both details should show structural independcnce of the fire-resistant rated walls, per IRC R317.2 and R317.2.4, evcn if the rootline peaks and slopes transvcrse the walls separating uni:s. 7. Details at parapct or wall exten�ions should be submittcd to indicatc the extent of ratcd construction. to bc in compliance with IRC R317.2.2 for parapct conswction. 8. Thc submittnl should iucludc a singlc building cross-section of the four attached townhouse units, showing all 1loors and building hcights for eacli townl�ousc unit to demonstrate compliance with story hcight, per IRC R301.3, stain c�adroom hcight per R3ll.5.2, ceiling height per R305, and building hcight restrictions, per the City of Evcrett 7_oning Code. The finished iloor heights and building hcights for cach individu�l townhouse unit are to be mcasurcd from an established datum, per the City of Evcrett Residenti�l Plan SubmiUal chccklist. Identify datum both on site plan and building scction. 9. Thc submittal should include a singlc roof framiug plan of the four attachcd units, to dcmonstrate structwal indcpendencc of thc firc-resistant ratcd walls, per IRC R317.2 and R317.2.4. Iiach townhouse unit roof framing plan sl�ould idcntify all roof framing members and special trusses, hips, vallcys, ridgcs, crickcts, rakc, roof pitch and gablcs. 10. Thc cnginecrcd shcar ��•alls should bc kcycd to thc 11oor plans for cach spccific condition odi.r than rcfercncing front, rcar, lefl and right on the calculations, since the buildings are not parallcl to cach othcr and contain angled �valls dcfining cach unit. 11. Wood stud and post sizcs should bc idcntificd on thc dnwings to bc in compliancc with [RC, Chapter G, and to comply with requirements for insulation R-values per WSEC Table ]0-A. All exicrior exposed wood members to bc pressure Ircaled or have a natural resistanee to decay. 12. Lgress componcnts (stair and corridor width, landing width and depth, and doors) should bc dimcusioned on all plans, mininmm 3G inchcs per Scctions R311.3, K31 L5.4 and R311.43.1. Notc tlmt Unit A and Unit C do not havc Ihcsc dimcnsi��ns. 13. L'itl�cr providc a door and wiudow schcdulc, idcntifying all locations of safcty glazing, door and 1VII1(�OW SIZCS and typcs, or consistcntly idcntify this infonnalion o�t cach tloor plan for cach unit, per II2C R303 and IRC R308.4. If `Unlimiled Glaring Option IV' is selected as the prescriptive dcsign approach Gom WSLC Tablc G-1, that scicction should bc cicarly idcntificd on Q�c submittal. 14. 'I'hc suUmittal is rcquircd to includc dctailing to dcmonstntc compliancc with thc wcathcr and vapor- proofing dctails as ouAincd in EI113 1848. Alternativcly, to mcet thc rcquirements of EHI3 1848, n of an owner prol�ibition of salc covenant can be submitled as part of the pennit application. I�or infonnation about this stntc bill, rcfcrcnce htto•//www w�bo ore/Condo%�OBill%20FA0 htm I5. Projceting cantilevcrs should be dimensiu�ud to bc a maximum of 1 S inches into the 10 foot sctback, specifically on Units A, C aud D. The selUack line �s a reference linc shown on the plans for each unit, or thc projcctions should bc shown and dimensioned on the sitc plan. 1 G. Details should bc provided to indicate tlic conncction of gluc laminatcd bcams to stecl wide flanges. Constructiou-Unit A 17. 'I'hc corner of the basement and building slructure that projcets into thc setback will require the aPplicant to cilher redesign that portion of the building, or request additional modifications to the Marcl� U, 200G approvcd modifications, Plvming Dircctor Dccision RGVII#OS-024. S:U111alcy\WoiJ�IlOG03•U51 R16Ii. Afa�inc Vicw Uiivc.drc