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UNGMAN 2127 MISSOURI ST., SAN DIEGO, CA 92109 <br />MICHAEL@YUNGMANENGINEERING.COM <br />ENGINEERING PHONE: 1-858-705-0557 <br />PROJECT: LAUNDRY GENIUS, 7807 EVERGREEN WAY, EVERETT, WA 98203 DATE: 10-29-2021 <br />PROJECT #: 2502 ENGINEER: MTY <br />CLIENT: NORTHWEST AWNING & FABRIC <br />Y8 <br />CJP 2 <br />SIDES <br />17'-0" <br />1 ELEVATION <br />n TYP. TUBE FRAMING CONNECTION <br />4 <br />3,_p,. <br />+ RT 1"x1"xX" <br />4 +• ALUM. TYP. <br />2 SIDE ELEVATION <br />FRAME ELEMENT <br />1 %2" <br />% (2)%4"-14 SELF <br />DRILL SCREWS <br />%" STL. Z-CLIP O `" <br />3/" DIA. S.S. HILTI KB <br />'; `-TZ CONC. .ANCHORS W/ 2" MIN. EMBED. <br />INTO CONCRETE WALL @ 30" O.C. <br />4�CONNECTION DETAIL <br />GENERAL NOTES <br />1. DESIGN CODE: CBC 2019/I13C 2018 <br />2. DESIGN LOADS: ASCE 7-16 <br />3. WIND VELOCITY 98 MPH, RISK CATEGORY II, EXPOSURE C <br />4. AWNING ROOF LIVE LOAD 5 PSF <br />5. GROUND SNOW LOAD 25 PSF <br />6. ALUMINUM EXTRUSION 6061-T6 <br />7. FABRICATION AND ERECTION OF ALUMINUM SHALL BE IN COMPLIANCE WITH <br />THE ALUMINUM ASSOCIATION (AA) 2015 ALUMINUM DESIGN MANUAL (ADM) <br />8. ALL ALUMINUM SHOP WELDS SHALL BE PERFORMED BY AN AISC QUALITY <br />CERTIFIED FABRICATOR <br />9. INSTALL HILTI KB-TZ'S PER [CC ESR-1917 <br />10. INSTALL HILTI SELF DRILLING SCREWS PER ICC ESR-2196 <br />11. ALL BOLT HOLES SHALL BE DRILLED Y2" TOy6" OVERSIZED <br />12. STRUCTURAL STEEL BARS, PLATES AND ROLLED SHAPES ASTM A36 <br />13. PROVIDE PROTECTION AGAINST DISSIMILAR METALS <br />14. SCOPE OF WORK IS LIMITED TO THE DESIGN OF AWNING FRAMING AND <br />ATTACHMENTS TO BUILDING. SCOPE OF WORK EXCLUDES PERFORMING <br />CAPACITY CHECKS OF WALL ELEMENTS, BUILDING STRUCTURE, OR OTHER <br />EXISTING STRUCTURAL ELEMENTS, ALL OF WHICH ARE BY OTHERS <br />15. ALL FABRICATING TO BE PERFORMED IN AN APPROVED SHOP <br />16. INSTALLER/CONTRACTOR MUST VERIFY EXISTING CONDITIONS ARE <br />ACCURATE WITH YUNGMAN ENGINEERING DRAWINGS BEFORE <br />INSTALLATION. CONTACT YUNGMAN ENGINEERING IMMEDIATELY IF <br />INCONSISTENCIES OR DISCREPANCIES ARE FOUND <br />17. STRUCTURAL STEEL WELDS SHALL BE IN COMPLIANCE WITH ANSI/AWS D1.1 <br />AND AISC SPECIFICATIONS CHAPTER J. WELDERS SHALL BE CERTIFIED AS <br />REQUIRED BY GOVERNING CODE AUTHORITY. WELDING SHALL BE <br />PERFORMED BY ELECTRIC ARC PROCESS USING LOW -HYDROGEN <br />ELECTRODES WITH Fexx=70 KSI MIN <br />- v� <br />�.� o f nHi l <br />z <br />54593 <br />90, 9FG I �k� <br />�SS1 GNA L OA(� <br />CITY OF EVERETT <br />REVIEWED FOR PERMIT <br />515 <br />