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2900 GRAND AVE PAGODA VILLAGE 2025-07-28
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2900 GRAND AVE PAGODA VILLAGE 2025-07-28
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Last modified
7/28/2025 8:56:50 AM
Creation date
5/30/2019 7:21:35 AM
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Address Document
Street Name
GRAND AVE
Street Number
2900
Tenant Name
PAGODA VILLAGE
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Sliderule <br /> immem '.engineeriug;aorkx,1k <br /> Pagoda - Farmer's Market Balconies <br /> Grand and Wall Street <br /> Everett,Washington <br /> Project Engineer: Andrew L. Herrick, P.E. <br /> Sliderule Engineering Works, LLC <br /> _ 227 'E' Street Southeast KPFF <br /> Auburn,Washington 98002 <br /> (206)380-732 <br /> NO COVER OR MEMBERANCE SHALL <br /> Design Criteria: 2012 International Building Code BE INSTALLED OVERTOP THE <br /> SUNSHADES. LENGTH OF STRAPPING <br /> _ Dead Load:25 psf & BLKG AS PROVIDED BY N/S5.03 IS <br /> Live Load: 60 psf INSUFFICIENT TO SUPPORT ANY <br /> Handrail Load 50 plf or 250# ROOF OR SNOW LOADS. <br /> Lateral Force: Assumed Base Shear of V=0.5w (include 20% of Live Load) <br /> Importance Factor: 1p = 1.5 <br /> Balconies and Sunscreens are anchored to wood framing,Verify ALL Connections. <br /> The seismic increase to the existing building is negligible (less than 1% of total bldg) <br /> Use: All members and connectors exposed to weather shall be galvanized. <br /> All steel plates A-36 per ASTM Structural Steel Specifications, Fy=36ksi. <br /> All steel tubes A-500 per ASTM Structural Steel Specifications, Fy=46ksi. <br /> All steel shapes A-572 per ASTM Structural Steel Specifications, Fy=50ksi. <br /> E7OXX Electrodes for all welds, unless noted otherwise. <br /> A-307 bolts at connections(min) <br /> Install Wedge Anchors to concrete to meet Hilti TZ Kwik Bolt Minimum shear(2100#)and Tension <br /> (2100#), Refer to ESR-1917 <br /> Treads per McNicoles -Traction Tread, install per manufacturer specifications <br /> All field welding shall be by WABO certified welder and be reviewed by special inspector. <br /> All anchor installation to structure shall be reviewed by special inspector. <br /> THIS DOCUMENT HAS BEEN REVIEWED FOR GENERAL <br /> COMPATIBILITY WITH DESIGN CONCEPT AND THE ^* <br /> FOLLOWING IS NOTED. 41: <br /> O NO EXCEPTIONS <br /> In REVISE AS NOTED <br /> {] REVISE AND RE-SUBMIT 16 <br /> p REJECTED <br /> O 1A . <br /> 4411 <br /> BY AMR DATE 06/24/2015 <br /> 227'e'street southeast,auburn,washington 98002-5518 r=206+380+0732,e-mail=alhpe_sliderule©q.com I/� <br />
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