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Structural Design Associates <br /> —� Engineering Structures to Last <br /> SDA#9328 <br /> it <br /> 3 J14. <br /> 6'-41/2* <br /> I g Co vI� <br /> I o o ti f A C <br /> ■ _ '�� O <br /> � LU Z <br /> LU <br /> o v■ t e <br /> 00 a . <br /> a �• � � ��43 �� <br /> 1 <br /> APR 07, 2023 <br /> ON = 421M 5F - <br /> xo ao <br /> �_fr <br /> W� I (E� POST <br /> _ PE PLAN— <br /> X Y I (N) STRAP—' *(6) 1) DO NOT CUT OR DRILL <br /> NAILS THROUGH (E) <br /> N SOLID REINFORCEMENT. SCAN <br /> BLOCKING CONC. PRIOR TO DRILLING <br /> 12"2" <br /> TO ENSURE NO CONFLICT. <br /> I I 2 PROTECT EXTERIOR <br /> STRAPS w/ SIKALASTIC EP <br /> PRIMER & SIKAGARD-7600 <br /> ,b I HG (OR APPROVED SIMILAR): <br /> INSTALL PER MFR <br /> _ SPECIFICATIONS. <br /> 10" 3) EXTERIOR STRAPS AND <br /> co 0.162x3" HARDWARE ARE TO BE HOT <br /> NAILSDIPPED GALVANIZED & <br /> ) (( llw RATED FOR EXTERIOR USE <br /> (NT1t2NR"Ow & EXPOSURE TO EARTH. <br /> 4 DO NOT EXCEED NUMBER <br /> [EMBED.=4"] (3 0 NAILS SPECIFIED ON THE <br /> Z STRAPS. ALTERNATIVE NAIL <br /> T o SIZES ARE NOT PERMITTED. <br /> (E) CONC. STE ) <br /> ARE AE MINIMIUM. LAMST RGER S <br /> I D. <br /> MST STRAP MAY ALSOMST STRAP MAY ESBE <br /> SPLICED TOGETHER PER <br /> 8' WIDE DOOR REVISION R MJO ST S ECIFIICAIMPON TIONSG-TIE <br /> /SDA#9328:DATE 0410&2023 1 1 ) ) I 1 1 MSTC48(TITEN-HD,) <br /> SHEET:AS A-2 INC(0811312021)(SCALE=114"=1'-01 N T S <br /> 11.1111111 ; Ili 41 111 1111 <br /> L� , <br /> TO BE READ IN CONJUNCTION w/ STRUCTURAL PLAN SET <br /> 3006 Rucker Ave. Everett,WA 98201 Ph: 425-339-0293 Fax: 425-252-0916 <br /> sdaeverett.com <br />