830 SE EVERETT MALL WAY HARVEST CHRISTIAN CENTER 2018-01-01 MF Import

/ PUBL/C SERI�/LES OEPA/ITAlENT March 20, 2009 Ms. Ruth Gonzales Gonzalcs Dcsign Partncrs P.O. I3ox 97 Arlington, Washington 98223 I'rojecL• Ncw Officcs on sccond tloor Job Address: 830 SG Gvcrett Mall Way Plan Rcview No: Rccheck letter for BO)01-019 Dcar Ruth, Aflcr reviewing thc rcvised plans, the following issucs slill rcquirc resolulion prior to pem�it issuance. Plcasc providc rcvised dra�vings and a responsc letter that states how cach item has becn resolved on the drawings. Plcasc cloud the revisions to thc revised drawings for permiL The comments on new drawings and recheck itcros arc listcd bclow. Str tural-New dra�vings for stairs GuP�'� ��I. 7'he structural framing details do not match the architecturai framing details for the new interior stair run. Plcasc revise the stair scetion B on sheet A2.3 to matcl� the architcctural design. 2. The new in�erior stair run extends past thc cxisting landing for Airec new risers that cut into the previously framed slructural eciling. The follo�ving engincering dctaiis and supporting calculations arc rcquircd: a. Sawcut opcning into the intcrior concrete wall at the new stair; and, U. Revised tloor framing plan al thc ne�v floor opening for the stair, and, c. Conncction details for the ncw stair run framing into stair landing. 3. Plcasc revisc the siructural framing dctails for thc new cxtcrior stairs. ✓a. Open risers are not allowcd per IBC scction ]009.3.3, unlcss the opening bebvecn lrcads is Icss than 4 inches, so that a 4 inch sphere cannot pass through. � U. 'Chc minimum width tor an cgress stair is 44 inchcs, per ]I3C scction ]009.1. ltechcck Architcc4�rn1 l. Lxiting comment G: Pleasc suUmit thc materials and dcsign of the guardrail for the new cxterior exit stair. Guard delails are requircd for the ncw cxtcriar stair on thc drawings to resist a load of 50 plf in any direction at the top and to transfer this load qvough the supports to the structure, per IBC section 1 G07.7. L Additionally, the guard dctail should bc shown on the drawings to resist a single concentratcd load of 200 pounds applied in any dircctian at any point, per II3C section 1607.7.1. I. 2. New comment The walls and soffits �vithin cnclosed usable spaces undcr enclosed and unenclosed stairways should Ue protccicd by onc hour fire resistaacc rated construction per IBC section 1009.5.3. 3. New commcnh Thc new stair nin is parl of thc requircd one-hour fire resistant floor-ceiling assembly for thc second Iloor, and as such mquires onc hour fire resistant construction, including thc swcWral support of the landing supporting the ne�v stair nm, per IBC taUle GO1. Pleasc revisc lhe stair seclion 1 on sheet A2.2, and indicate nen- versus cxisting construction, as well as the tested fire-resistant one hour assembly. CITY GF EVERETf • 3200 Cedar Street • Everett, WA 98201 •(425) 257-8800 • Fax (425) 257-8856 �