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34" - (PERPLAN) DEVELOPMENT LENGTH TABLE <br /> BASEPLATE AND 5' -- 2-6 ® 5 — L.... 3'-4" e fc=5000 psi <br /> ANCHORAGE BY 10" 10" 113/4' fy=60000psi fy=I 80000pS1 <br /> OTHERS �—.,.- 5" 2'-6" 5" fy=80000 psi <br /> .. 7.... BASEPLATE AND <br /> BAR SIZE db(in) Ldh Ld Ldh Ld <br /> a #5ANCHORAGE BY #5 0.625 10.6 21.2 14.1 28.3 <br /> OTHERS <br /> #5 <br /> (4)#7 17.0#6 0.75 12.7 25.5 33.9 <br /> • <br /> '� .L,. (4)#7 #7 0,785 14.8 37.1 19.8 49.5 <br /> N� I 114Il <br /> 56.6 <br /> c ,/ r �.. in .. r #8 1 17 42.4 22.6 <br /> #9 1.128 19.1 47.9 25.5 63.8 <br /> I I . rj-- I I 34 i : a + S509-02 4 S509-02 <br /> a a <br /> + 1 ; + �♦ 1'-0" <br /> I I • I B 6" 6" <br /> 1 � <br /> + + + + i S509 02 1 �, 4 + + + + S509 02 <br /> e s �� 1 --........-- <br /> Ld Ld (14)ANCHOR ' <br /> (TYP) BOLTS BY OTHER <br /> 4 �i <br /> — <br /> a (3)#7 el /(i) (3)#7 / V <br /> �+ SI <br /> ■ <br /> � j . <br /> J <br /> -%--------\ <br /> EDGE OF CONCRETE TRENCH <br /> (2)#7 , , (TYP) <br /> BASEPLATE @ TRENCH BASEPLATE <br /> DETAIL DETAIL 2 DETAIL (-3-") •1 <br /> SCALE: 3l8"=1'-0" SCALE: 3l8"=1'-0'° SCALE: 1 =1-0 S509-02 <br /> S509 S509 02 S509 S509-02 <br /> 1 <br /> BASEPLATE BY (3)#5 —1 @ 3"O.C.(TYP) BASEPLATE BY <br /> (3)#5 .—. @ 3"O.C.(TYP) <br /> OTHERS OTHERS <br /> GROUT GROUT(BY OTHERS) <br /> REMOVABLE STEEL <br /> _ _ _ (BY OTHERS) COVER PLATE PL112x4"x4"PLATE <br /> H Io II II II WASHER <br /> ° 1 �_ rscc acrlF �!l�I �Il�Ai►"II� s <br /> amqms <br /> • 4 •. 44"• •w .:.4A: ',• • I 1 • • Q71{TT7II1717.'711C'YS'7i�'.'f 1 •�j.' • .ap •. <br /> I �. A° ° ° i ° III 11 Eli!IIIi•IlIIHAMIlllii d <br /> f W 1 4.? w 111111f111111101II11IlR111111 <br /> 20 ,m ° d i i I m a IIl,IIII�lII■IIIIIIIiII III a s a <br /> ago II °. <br /> a I I , ° 4 A _IIIIIIIIIIIII■IIIIIIIIII1III <br /> 74o- ° ih�IIllli0lllllil a <br /> 41v a Q I °IIIIIIII■IIIIIiuI 4 d a <br /> I At _ a° a ° I <br /> ., Jl • (.��� ° • • •. . eu1!m! • <br /> QC . 6"MAX <br /> #7 BEYOND #7 BEYOND <br /> #9 @ 12"O.C. #9 12"O.C: <br /> PL112x4"x4"PLATE @ <br /> WASHER (5)#5 @ 6"0.C.(TYP) (5)#5 �. @ 6"0.C.(TYP) <br /> SECTION (--A-- SECTION B <br /> SCALE: 318"=1'-0" SCALE: 318"=1'-0" <br /> S509 02 S509-02 <br /> t <br /> II <br /> ' I <br /> t <br /> • <br /> ISSUED FOR <br /> CONSTRUCTION <br /> STRUCTURAL <br /> 1a. Our difference <br /> I ; is engineered. <br /> www.harrisgroup.com <br /> :, <br /> I <br /> ` PROJECT NO: 0012630.04 • <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE <br /> �gO�M lj,' ACCEPTABILITY R.PINLAc 06.05.19 BSA STRINGER GANTRY — DETAILS <br /> p k '4 £ - THIS DESIGN CHECKED W6036604 A 07.09.19 <br /> A BSA STRINGER GANTRY-IFC STRUCTURAL W6036604 HG RLT 07.09.19 ,<, ��' �, l,� A.WARNER 07.09.19 <br /> iiiv, SPECIFICATION IS APPROVED SHEET r <br /> a ENGINEER TITLE <br /> ,. ,: h v - O � "� APPROVED. BY DEPT. DATE A.BEHROOZI 07.09.19 BSA STRINGER GANTRY `��r, � S509-02 <br /> u. <br /> 9 <br /> _ � . , if:44:.p4,05:1:3s4T. <br /> CHECKED , . <br /> A,WARNER 07.09.19 <br /> .� 38 ` W� APPROVED BUILDING 40 O5 JOB NO. COMP NO. <br /> �� R.THIRTYACRE 07.09.19 W6036604Eg �� ' <br /> 4` NAL APPROVED DWG NO. <br /> +nosizo,� <br /> sto . . STRUCTURAL MASTER EVERETT,WA 40-058-S509-02 <br />