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69'-412" 4'-0" <br />j:) OPP HND <br />S509-01 (j:) OPP HND <br />S509-01 REMOVABLE COVER <br />�—� #9@120.C. PLATE, SEE PLAN <br />_ <br />r � <br />d ° / <br />a L) <br />O Q <br />p � <br />p Q d 8 <br />< Ld MIN. A° <br />d <br />3" #5 @ 8" O.C. WITH #7 @ 12" O.C. <br />CD STD HOOK @ BOTH <br />CLR #9 @ 12 O.C. END EA. WAY (TYP) #9 @ 12 O.C. <br />SECTION <br />2" CLR <br />#5 HORIZ. BARS #5 HORIZ. BARS <br />TISLAB <br />r <br />d d <br />d d d d —Q <br />p 4 <br />Ld f4N a p d p <br />d p d <br />4 d 4 d <br />II <br />I- #5 @ 8" O.C. WITH <br />1 #9 @ 12 O.C. STD HOOK @ BOTH <br />END EA. WAY (TYP) <br />3" CLR <br />#5 HORIZ. BARS <br />@ 8" O.C. <br />fV <br />Q <br />I <br />#5 @ 8" O.C. WITH <br />STD HOOK @ BOTH <br />END EA. WAY (TYP) <br />..— REMOVABLE COVER <br />PLATE, SEE PLAN <br />2 TYP <br />S5500M1 <br />#9 @ 12 O.C. <br />3" CLR <br />S509-01 <br />—� <br />\ TISLAB <br />Ld MIN <br />Q <br />p <br />° <br />WATERSTOP (TYP) <br />d <br />#7 @ 12" O.C. <br />ROUJGHEN SURFACE TO 114" AMPLITUDE <br />#9 @ 12 O.C. <br />1 Cn <br />r, <br />#9 @ 12 O.C. <br />(DO NOT ROUGHEN AT WATERSTOP, TYP) <br />SECTION <br />rB_'� <br />SCALE: 3l$"=1'-0" <br />S509 S509-01 SCALE: 3/8"44' <br />18'-0" 1 TYP <br />REMOVABLE STEEL S509-01 <br />3 CLR S509-001 COVER PLATE (E) PL1 114" <br />-t REMOVABLE STEEL <br />(TYP) <br />I COVER <br />#9 @ 12 O.C. TISLAB <br />Ll- <br />TISLAB 4 Ljj <br />I_ ��II I II I I, I <br />MC4xl3,8 <br />—' Ell <br />d Q <br />p . . d . . • <br />I <br />p ° ° ° _ _ SEE SECTION E FOR <br />- p d- Q p <br />INFORMATION NOT SHOWN <br />#4 @ 12" Q.C. <br />fh I - <br />GANTRY 1112" 0 SMOOTH DOWEL x2'-0" @ 12" (ASTM <br />FOUNDATION A615, GRADE 40). PROVIDE 1518" 0 DRILLED DOWEL AND EPDXY REINFORCEMENT 6" = <br />HOLE FILL WITH HILTI HIT -RE 500 V3 EPDXY, INTO EXISTING CONCRETE WITH HILTI <br />#5 @ 8" O.C. WITH #9 @ 12 O.C. HIT -RE 500 V3, TYPICAL ALL SIDES OF <br />STD HOOK @ BOTH 1 GREASE OTHER END AT TRENCH SLAB AND <br />WALL EXISTING TRENCH PENETRATION <br />END EA. WAY (TYP) � (E) TRENCH <br />SECTION c SECTION D <br />SCALE: 3/8"44' S509LS506-01 SCALE: 3/8"44' TN1S10-37, S509 S509-01 <br />314"0 ANCHOR ROD WITH 7" (E) PL1114" REMOVABLE STEEL COVER <br />MIN. EMBEDMENT INTO (E) 4" 4112" MC4 <br />CONCRETE USE HILTI HIT -RE (MIN) WELD EMBEDDED <br />500 V3 +HAS EPDXY (TYP) ANGLES, GRIND <br />4'-0" SMOOTH <br />T/SLAB <br />C <br />11/8" GAP <br />° 1112" I I BOT OF TRENCH <br />E----------------� <br />BOT OF (E) TRENCH <br />SECTION <br />SCALE: 3/8"=1'-0" <br />DETAIL <br />SCALE: 1 "44' <br />SYM REVISION <br />A BSA STRINGER GANTRY - IFC REMOVAL/EXCAVATION <br />B BSA STRINGER GANTRY - IFC STRUCTURAL <br />C PGB STRINGER BLADE - IFC FOUNDATION <br />S509, S509-01 S509-01 <br />1l8" GAP <br />4'-0" <br />2 OPP HND <br />2" CLR <br />S509-01 REMOVABLE COVER <br />�—� PLATE, SEE PLAN #5 HORIZ. BARS <br />@ 8" O.C. <br />WATERSTOP (TYP) <br />ROUGHEN SURFACE <br />TO 114" AMPLITUDE <br />(DO NOT ROUGHEN AT <br />WATERSTOP, TYP) — <br />1314" <br />p d <br />4 a <br />Ld9vIIN ° Ld MIN "' <br />#7 @ 12" O.C. <br />#9 @ 12 O.C. <br />SECTION <br />SCALE: 3/8"44' <br />3/16 212 TYP REMOVABLE STEEL <br />COVER <br />(E) REMOVABLE <br />STEEL COVER <br />TIPLATE <br />-- co <br />p <br />7" <br />3/4'0 ANCHOR BOLT <br />d WITH EPDXY EMBED <br />MC4x13.8 <br />FACE OF (E) <br />TRENCH <br />NOTE; FOR ADDITIONAL INFORMATION NOT SHOWN SEE DETAIL 21S509-01 <br />BY <br />APPROVED <br />DATE <br />SYM <br />W6036604 <br />HG <br />RLT <br />03.28.19 <br />W6036604 <br />HG <br />RLT <br />07.09.19 <br />W6164105 <br />HG <br />RLT <br />02.13.20 <br />S509-01 <br />REVISION <br />d d <br />° <br />d d <br />b. d - <br />° <br />#5 @ 8" O.C. WITH <br />STD HOOK @ BOTH <br />END EA. WAY (TYP) <br />rd_'\� <br />S509 I S509-01 <br />314"0 BACKER ROD <br />314" FIBER ISOLATION <br />JOINT MATERIAL <br />CONCRETE <br />FOUNDATION <br />SCALE: 1 "44' <br />BY I APPROVED I DATE <br />PNA ARMOR -EDGE <br />n2e JOINT ASSEMBLY <br />CONCRETE EXISTING CONCRETE SLAB <br />FOUNDATION <br />TIQI 0 R <br />p <br />d � <br />e 8 <br />d <br />p <br />d d ° <br />d <br />a ° DOWEL INCLUDED WITH <br />ARMORED EDGE ASSEMBLY <br />p <br />p <br />p ° <br />DETAIL <br />SCALE: 1 "=1'-0" <br />PANEL ISOLATION JOINT <br />318"x314" JOINT SEALANT <br />F EXISTING CONCRETE SLAB <br />T/CI AR <br />S509 01 <br />jF WASJ�\ <br />��G53436 w� <br />*> ISTEg�'�1ti�' <br />�SSIDNAL� Est: <br />S509-01 <br />S509 I S509-01 <br />S50019-1-01 <br />#4 VERT. BAR @ 12" O.C. <br />WITH STD HOOK @ BOTH C <br />END EA, WAY (TYP) <br />4LU <br />I f l�l I i d <br />CV Q <br />4 <br />CAST IN UNISTRUT P-3200 WITH HOT <br />DIPPED PREGALVANIZED FINISH. V-2" <br />SPACING SHALL BE 4'-0" Q.C. LINO, <br />MOVE VERT REBARS TO CLEAR <br />UNISTRUTS WITH 2" MIN (TYP) <br />SECTION <br />SCALE: 3/8"=1'-0" <br />3116 2-12 2" <br />3116 2-12 118" GAP <br />I <br />STEEL TRENCH 1" <br />COVER <br />L2112x21P1xll4 CONT <br />STEEL EMBED ANGLE <br />3116"0 HOLES @ 4'-0" <br />O.C. FOR ATTACHMENT <br />TO FORM <br />DETAIL <br />SCALE: 1 "44' <br />4" 1'-0" 4" <br />(MAX) <br />' L21I2 STIFFNFR <br />' BELOW <br />1 EDGE OF REk <br />BELOW <br />GENERALNOTES <br />COMPACT EXISTING SOIL UNDER f OUNDATION TO 98% PER ASTM D698, <br />REMOVABLE STEEL COVER <br />PLATE SUPPORT <br />PLATE <br />WHERE OCCURS <br />#4 HORIZ. BARS @ 12" O.C, <br />#5 @12" O.C. DOWEL AND EPDXY <br />6" INTO EXISTING CONCRETE <br />WITH HILTI HIT -RE 500 V3 <br />LAB <br />T/SC. <br />° <br />If 111 <br />WATERSTOP (TYP) <br />d d <br />° <br />�• <br />p <br />ROUGHEN SURFACE <br />- - <br />TO 114" AMPLITUDE <br />(DO NOT ROUGHEN AT <br />4'-0" 1'-2" <br />WATERSTOP, TYP) <br />#4 @ 12" O.C. <br />14 <br />6" <br />TN1S10-37, S509 1 S509-01 <br />TISLAB <br />p Q <br />4 p <br />d a1. <br />p <br />d � <br />CONT STEEL BAR, HEIGHT <br />9 <br />TO MATCH COVER PLATE <br />THICKNESS <br />° <br />112"Ox5" LONG HEADED <br />STUDS @ 18" O.C. STUD <br />° WELD TO STEEL ANGLE <br />d <br />S509-01 <br />SCOPE <br />RATION IN ' <br />;H COVER ' <br />Iry <br />3116 2-4 2" WELD EACH <br />3116 2-4 SIDE AT EACH <br />° p END ' <br />L211 al/4 (LLV) <br />TOP OF CONCRETE <br />DETAIL <br />SCALE: 1 "44' <br />S509-01 <br />ACCEPTABILITY <br />DRAWN <br />DATE <br />02,18,19 <br />SUBTITLE <br />BSA STRINGER GANTRY - DETAILS <br />CHECKED <br />CHECKED <br />THIS DESIGN AND/OR <br />SPECIFICATION IS APPROVED <br />R. PINLAC <br />03.28.19 <br />APPROVED BY <br />DEPT. <br />DATE <br />ENGINEER <br />A. BEHROOZI <br />03.28.19 <br />TITLE PGB STRINGER BLADE <br />CHECKED <br />RR <br />03.28.19 <br />BUILDING 40-058 <br />APPROVED <br />R. THIRTYACRE <br />03.28.19 <br />STRUCTURAL MASTER E <br />APPROVED <br />C <br />ISSUED FOR <br />CONSTRUCTION <br />FOUNDATION - 02.13.20 <br />I Our difference <br />is engineered. <br />www.harrisgroup.com <br />REVISION "C" ONLY <br />PROJECT NO: 0012630.09 <br />DRAWN: RVP PROJ MGR: REP <br />ENGINEER: AB APPROVED: RLT <br />CHECKED: AMW DATE: 02.13.20 <br />CURRENT REVISION SYMBOL DATE <br />W6164105 C 02.13.20 <br />SHEET <br />S509-01 <br />JOB NO. COMP NO. <br />W6036604 <br />VERETT, WA DWG No. 40-058-S509-01 <br />