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iveColden <br /> ci i 1 k mpire REVISION: 9/1 17') <br /> Manufacturing <br /> --"WA <br /> BUILDINGS Inc. <br /> 1025 N.Watery Ln. Brigham City,Utah 84302 (435)723-5000 <br /> BUILDING REACTIONS <br /> JOB NAME AD Systems Warehouse Expansion <br /> LOCATION Everett, WA <br /> JOB NUMBER 17271 <br /> DESIGN CRITERIA : <br /> Roof Dead Load (psf) 6 Roof Snow Load (psf) 25 <br /> Roof Collateral Load (psf) 5 <br /> Roof Live Load (psf) 20 <br /> Code 2015 IBC <br /> Wind Speed (mph) 110 Exposure C Risk Cat. II <br /> Seismic <br /> Ss= 1.444 SDS = 0.963 lE = 1 <br /> S1= 0.562 SDI = 0.562 p (East-West)= 1 <br /> Site Class= D p (North-South)= 1` <br /> Oo Brace= 2 <br /> 0o Moment= 3 <br /> Other Loads: Unbalanced Snow; Snow Drift at Line H/2-1.8 <br /> Notes: <br /> 1) THE FOUNDATION ENGINEER IS SOLELY RESPONSIBLE FOR DETERMINING THE <br /> APPLICABLE LOAD COMBINATIONS WHICH WILL GOVERN THE DESIGN OF THE <br /> FOOTINGS, FOUNDATIONS AND PIERS. IN ADDITION, THE FOUNDATION ENGINEER IS <br /> RESPONSIBLE FOR DETERMINING THE REQUIRED ANCHOR BOLT EMBEDMENT <br /> LENGTHS AND ALL DETAILS FOR THE TRANSFER OF ALL APPLICABLE SHEAR AND <br /> TENSION LOADS TO THE CONCRETE FOOTINGS OR PIERS. <br /> 2) GEM BUILDING SYSTEMS, INC. ASSUMES NO RESPONSIBILITY FOR THE DESIGN OF <br /> ANY OF THE CONCRETE STRUCTURE WHICH SUPPORTS THE BUILDING. <br /> t. <br /> aAR <br /> ' 3); SEISMIC REACTIONS REPORTED ARE QE, PER ASCE 7-10. AS REQUIRED BY AISC 341- <br /> 0: "' ;�� !"-`,l 10 SECTION D2.6, COLUMN ANCHORAGE @ OCBFs&OSMFs ARE TO BE DESIGNED <br /> C/r p ! �' <br /> h. USING THE OVERSTRENGTH FACTOR FOUND IN ASCE 7-10 12.4.3. <br /> 4 six a 4) WIND REACTIONS ARE STRENGTH LEVEL AND DO NOT INCLUDE ASD LOAD <br /> fik1;# COMBINATION FACTOR OF 0.6. SEISMIC REACTIONS ARE STRENGTH LEVEL AND DO <br /> NOT INCLUDE ASD LOAD COMBINATION FACTOR 0.7. <br /> 'I 1141\fl <br /> 5) WIND AND SEISMIC VERTICAL REACTIONS ARE TO BE CONSIDERED AS ACTING IN <br /> BOTH DIRECTIONS (UPLIFT AND DOWNWARD FORCE). <br />