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r <br />33„+2„ <br />8 <br />488„+2„ <br />UNIT TO CURB ADAPTER <br />TOP VIEW <br />[01:AI[*Iki`I <br />488' <br />UNIT OUTLINE <br />CURB ADAPTER <br />OUTLINE <br />UNIT OUTLINE <br />CG <br />ELEVATION VIEW <br />4" LONG 10 GA THICK <br />A653 (50 KSI) STEEL CLIP <br />UNIT TO CURB ADAPTER CONNECTION <br />TYP. (4) PER UNIT <br />1 ", TYP. <br />4" <br />CURB ADAPTER <br />BY OTHERS <br />MIN. 20 GA. FOR SCREW REQUIREMENT <br />(E) CURB <br />AND ITS CONNECTION TO THE <br />STRUCTURE BY OTHERS. <br />MIN. 20 GA. FOR SCREW REQUIREMENT <br />Es <br />M <br />UNIT TO CURB ADAPTER <br />TOP VIEW <br />I.61:A1111'610111110A <br />A" <br />P. <br />DRAWING NOT TO SCALE <br />Approval From Engineer of Record <br />Required Prior To Installation _] <br />NOTES: <br />• MAX. UNIT OPERATING WEIGHT= 451 LBS. <br />• MAX. CURB ADAPTER WEIGHT= 176 LBS. <br />• OUTDOOR UNIT LOCATED AT ROOF. <br />• PENETRATION OF SELF -DRILLING SCREW THROUGH JOINED MATERIALS SHALL <br />NOT BE LESS THAN 3 EXPOSED THREADS. <br />• ALL ANCHORAGE COMPONENT MATERIAL AND FINISH TO BE DICTATED BY <br />PROJECT DOCUMENTS. FOR EXTERIOR CONDITIONS, ALL MEMBERS, FASTENERS <br />& ANCHORAGE COMPONENTS SHOULD BE CORROSIVE RESIST (HDG OR SS) OR <br />PER PROJECT SPECIFICATIONS DUE TO EXPOSURE TO WEATHER. AVOID <br />CONFLICTING MATERIAL COMPOSITION (OUTLINED IN AISC STEEL MANUAL 14TH <br />ED TABLE 2-7). <br />PROJECT <br />SHEET TITLE <br />REV # <br />DETAIL NUMBER <br />a <br />nd <br />3107 142 Ave East, Suite 102 <br />Sumner, WA 98390 <br />EVERETT MALL <br />AC <br />0 <br />SK1 <br />DATE <br />J <br />TOTAL SUPPORT <br />253-926-2250 253-926-2463(fax) <br />CONTRACTOR <br />INSTALLATION DETAIL <br />9/12/2023 <br />= Innovation • Engineering • BIM •Fabrication <br />www.isatsb.com <br />ACCO ENGINEERED SYS <br />DRAWN BY <br />TASK NUMBER <br />3 ADivision ofTomarcoContractor Specialties <br />ED <br />235191 <br />N <br />O <br />O <br />rn <br />to <br />d <br />