8407 BROADWAY SECURE SPACE STORAGE 2025-08-05

Seismic Brace Report �J Engineered Solutions Project Name Broadway Everett Self Storage Date 06/23/2023 Address 8407 Broadway Everett, WA 98208 BRACE SUMMARY Standard NFPA 13-2019 Brace Drawing Seismic Design Structure Brace Description Fastener Attachments Name Reference Load TYPE A FP2 246 Ibf. Lightweight Cracked Concrete Lateral Orientation C 60' - 1/2" KWIK Bolt AF700 - 1/2" - 3000 psi - 2" & 3" W Metal 90' 1 NPS Sch 40 TZ2 AF035 - 2 1/2 NPS x 1 Deck - Hilti NPS NOTE: Per NFPA 13-2019, all load capacities listed for fasteners installed in cracked concrete have been reduced based on the prying factors listed forASC's swivel attachments. Prying factors for NFPA fastener orientations "A" through "I" may be found in ASC's individual product submittal at asc-es.com NFPA 13-2016 Product loads incorporate a minimum safety factor of 1.5. NFPA 13-2019 FM Product loads have been reduced to include a safety factor of 2.2 unless noted in the applicable product submittal. The products specified within this report are limited to the capability of the sway brace assembly alone to resist the calculated seismic force resulting from user input. Point loads applied to structural elements as a result of seismic forces are not evaluated by the software. The seismic load rating of the fastener attached to a structural element is determined by one of the following: NFPA 13, UL listing, FM Global approval, or other empirical testing. The review of the of the structural element(s) as a whole and/or the entire structure and its ability to resist the seismic load(s) is beyond the scope of these seismic calculations. ASC MAKES NO WARRANTIES, EXPRESS, IMPLIED, STATUTORY, OR OTHERWISE, WITH RESPECT TO THE SOFTWARE OR THE SEISMIC CALCULATIONS, AND ASC SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE.