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• • / 4 <br /> SHKSARCHITECTS <br /> - Windows W201 and N202, while larger than 9 SF and adjacent to the staircase and <br /> landing, has a bottom exposed edge of glazing height of 5'-10", greater than the <br /> 36" listed in R308.4.6 and R308.4.7 or the 18" listed in R308.4.3.Therefore, no <br /> safety glazing is required. <br /> 3. Several doors with glazing that are defined as hazardous locations are not designated as safety glass. <br /> Please correct. <br /> While the door manufacturers should know safety glazing is required,the note should be <br /> included; thank you for catching this omission. <br /> All doors with glazing (01, 02, 11, 12, 13, 21, 22) have been indicated as safety glazing in plan <br /> views and in the Door Schedule. <br /> 4. Provide the requirements for handrails on the drawings in place of calling out the code section. <br /> Wall section 13/A3.3 was added to the drawing set, indicating requirements for handrails listed <br /> in R311.7.8. <br /> Notes referencing 13/A3.3 have been added to floor plans on A2.0,A2.1, and A2.2. <br /> 5. Provide Minimum 36 inch landing not more than 1-1/2 inches below the finished floor at exterior door <br /> from attached garage to the outside on the east side. <br /> The existing door at the east side of the garage has an existing landing greater than 36" wide <br /> that is 1/2" below the existing garage slab. The existing landing has been added to A2.1 —First <br /> Floor Plan. <br /> No proposed change to existing conditions. <br /> 6. Please provide architectural and structural details for the proposed guard system at all locations guards <br /> are required per section R312. Include existing and proposed decks, balconies, stairs, and landings. <br /> Provide details for attachment of the guard system to the structure(s). <br /> Wall section 13/A3.3 was added to the drawing set (detail callout found on building section <br /> 3/A3.2), showing a wood-framed wall guardrail typical to the interior.The notes listing <br /> fastening requirements at the wall connection to the existing garage slab were provided by the <br /> structural engineer. <br /> Wall section 9/A3.3 was added to the drawing set(detail callout found on building section <br /> 1/A3.2), showing a wood-framed wall guardrail at the mezzanine. The notes listing fastening <br /> requirements at the wall connection were provided by the structural engineer. <br /> Wall section 1/A3.3 was added to the drawing set(detail callout found on building section <br /> 3/A3.2), showing the pre-manufactured aluminum post and steel-cable guardrail typical to the <br /> exterior. The guardrail and baseplate are engineered by the manufacturer, proposed to be <br /> Crystalite.The notes listing fasteners and connection requirements shown on the section <br /> were provided by the structural engineer. <br /> Notes were added to floor plans on A2.1 and A2.2, indicating maximum guardrail spacing per <br /> structural engineer input. <br /> See also the correction response memo from Structural Engineer. <br /> 1050 N. 38th St. <br /> Seattle,WA 98103 <br /> PH: 206.675.9151 <br /> FAX 206.675.9150 (2,A <br /> www.shksarchitects.com <br />