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69'-4112" 4'-0"
<br /> 4 OPP HND " N
<br /> OPP Q GENERAL NOTES
<br /> S5o9�1 (7----i-si 2°CLR 3"CLR 3"CLR S509-01 a
<br /> S509-01 REMOVABLE COVER
<br /> TYP �� NW COMPACT EXISTING SOIL UNDER FOUNDATION TO 98/o PER ASTM D698.
<br /> REMOVABLE COVER
<br /> �,- PLATE,SEE PLAN #5 HORIZ.BARS #5 HORIZ.BARS #5 HORIZ.BARS PLATE,SEE PLAN
<br /> #s @ 12 O.C. " S509-01
<br /> / \ @8 O.C. @8 0.C. @8 O.C. / - // #9@12O.C.
<br /> Ii. TISLAB
<br /> / I TISLAB
<br /> • •
<br /> , ,,,L
<br /> ' III—III d / ° a o •
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<br /> ° °
<br /> -° !] d ° ° ° ° d ` ° ° ° ° G 11...I ....._._.. . ....__. CV _,..,,,>._.��. —i~I_ i.l...(,1 • d° Q ° ° /, ° ....d� -.
<br /> �l tl
<br /> III 4 ° ° \ III III, '
<br /> 4 i11 a - 4 ° e ° ° ° °
<br /> 4 \\ ° 44 77 ° ° 11 11 1—I 11 ° Ld MIN <7 o ° m I
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<br /> ° ° d ° ° ° °° Ld MIN T . • LtlN Al.] ° ° ° ° ° 1 R200
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<br /> i4 4 .,„ 4
<br /> L @12OC. . ROUJGT #9@12 OC. 1 >
<br /> @ 12 O.C. (DO NOT ROUGHEN AT WATERSTOP,TYP) "'
<br /> SECTION A SECTION
<br /> (13') ., ,
<br /> SCALE: 3l8 —1 0 S509 S509-01 SCALE: 3l8"=1"-0" S509 S509-01
<br /> Alk
<br /> 18'0'° Allik TYP igh S509 01 PLATE
<br /> -� — PLATE SUPPORT REMOVABLE STEEL COVER
<br /> REMOVABLE STEEL S509 01 WHERE OCCURS #4 HORIZ.BARS @ 12"O.C.
<br /> 3"CLR �_ S5000 COVER PLATE (E)PL1 114°' #4 VERT.BAR @ 12"O.C, 2"
<br /> REMOVABLE STEEL WITH STD HOOK @ BOTH CLR #5 @12"O.C.DOWEL AND EPDXY
<br /> (TYP) COVER END EA.WAY(TYP) 6"INTO EXISTING CONCRETE
<br /> WITH HILTI HIT-RE 500 V3
<br /> #9 @ 12 0.C. _- --- TISLAB
<br /> 40
<br /> i
<br /> .-- � LAB
<br /> TISLAB 1-
<br /> ,. . t -.. ,. ° d d ° s (° I—III � __
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<br /> 4 °° a a a a ° 4 . I �s I MC4x13.8 III ► o L ° —
<br /> I 111 _
<br /> —III ° ° G ° a _ m J ® ° o
<br /> —
<br /> 4
<br /> c d ° ° ° 4 \ El I ° I . .: [ o III <" I ' ' WATERSTOP(TYP)
<br /> a d - ° ° a .#
<br /> v — ° ° °. ° ° 4 ° ° 4 ° ° `_1lI '-/ 4 is . ° ? �. ° °. °�. . I r ° "
<br /> ° ° r _; • • • • • • ° • • ° • •° • 4 ° a
<br /> 4 ° 4 ° 4° ° ° •° l -4"" I SEE SECTION E FOR -�� a -� ROUGHEN SURFACE
<br /> ° ° a ° ° -I _ INFORMATION NOT SHOWN -I I —III— = T0114"AMPLITUDE
<br /> cc 4 _ _ _ _ _ _ _ #4 @ 12 O.C. CAST IN UNISTRUT P-3200 WITH HOT -I _ III- (DO NOT ROUGHEN AT
<br /> _/L a `� g J " WATERSTOP,TYP
<br /> -' ° GANTRY 1112"CQ SMOOTH DOWEL @ 12"(ASTM DIPPED PREGALVANIZED FINISH. 1 2 4 0 1 2 )
<br /> .__. DOWEL AND EPDXY REINFORCEMENT 6"
<br /> 1 A615,GRADE 40 PROVIDE 1518"l21 DRILLED
<br /> FOUNDATION ) SPACING SHALL BE 4'0"O.C.UNO. T _
<br /> INTO EXISTING CONCRETE WITH HILTI ° #4 @ 12"O.C.
<br /> #5 @ 8"0.C.WITH HOLE FILL WITH HILTI HIT-RE 500 V3 EPDXY, ,,, "
<br /> STD HOOK @ BOTH I 1 > #9 @ 12 O.C, GREASE OTHER END AT TRENCH SLAB AND HIT RE 500 V3,TYPICAL ALL SIDES OF g - MOVE VERT REBARS TO CLEAR 6 4
<br /> END EA.WAY(TYP) WALL EXISTING TRENCH PENETRATION UNISTRUTS WITH 2"MIN(TYP)
<br /> (E)TRENCH
<br /> SECTION ') SECTION D SECTIONrE.-)
<br /> SCALE: 3/8"=1-0" S509 S509-01 SCALE: 3/8"=1'-0" TN1S10-37, S509 I S509-01 SCALE: 3/8"=1'-0" TN1S10-37, S5091S509-01
<br /> PNA ARMOR-EDGE 3/16 2-12 2,
<br /> n2e JOINT ASSEMBLY
<br /> 3/16 2-12I 118"GAP
<br /> 314'0 ANCHOR ROD WITH 7, (E)PL1 114"REMOVABLE STEEL COVER 4,0„ CONCRETE EXISTING CONCRETE SLAB
<br /> MIN.EMBEDMENT INTO(E) 4" 4112' MC4 (---,----)OPP HND FOUNDATION 1"
<br /> CONCRETE USE HILTI HIT RE WELD EMBEDDED 2"CLR COVER
<br /> 500 V3+HAS EPDXY(TYP) (MIN) ANGLES,GRIND S50 REMOVABLE COVER /
<br /> T/SLAB , TISLAB
<br /> 4'0"
<br /> SMOOTH PLATE,SEE PLAN #5 HORIZ,BARS °:� �k i i i iii i i i."6
<br /> ° °
<br /> I ' TISLAB @ 8 O.C. m a °
<br /> �,..... may]
<br /> ( I ° I f I 1 1 a a d ° I® �r `r L2112x2112x114 CONT
<br /> ° • ° ° STEEL EMBED ANGLE ° ° CONT STEEL BAR,HEIGHT
<br /> N 1118"GAP ° ° i A4
<br /> WATERSTOP(TYP) p ° ° ° ° TO MATCH COVER PLATE
<br /> 0'-1 1/2' I ° . °
<br /> I rullti
<br /> I BOT OF TRENCH ROUGHEN SURFACE LAIN Ld MIN "' ° g ° ��i� ,r� r`�o " " •
<br /> THICKNESS
<br /> i d 4 ° ° $ °�� 0 C FOR QATTA@HMENT i T0114 AMPLITUDE °� t,
<br /> { (DO NOT ROUGHEN AT ° ° ° °Q ° \ ix\��t� ;\ TO FORM 4 ° " "
<br /> L J i°' ,7 . • d ° ° d 112 01X5 LONG HEADED
<br /> 1—
<br /> VVATERSTOP,TYP) 4 ° ° ° 4
<br /> ° STUDS @ 18"O.C.STUD
<br /> • • ° °° a DOWEL INCLUDED WITH WELD TO STEEL ANGLE
<br /> ° a °
<br /> BOT OF(E)TRENCH 4 a° ARMORED EDGE ASSEMBLY
<br /> e4
<br /> °• . #7 @ 12"O.C. #5 @ 8"O.C.WITH °
<br /> • ..I ° _M_�. #9 @ 12 Q.C. STD HOOK @ BOTH ° -
<br /> END EA.WAY(TYP)
<br /> SECTION (F-) SECTION DETAIL DETAIL SCALE: 3l8 ��— � (f) r 2
<br /> —1-0
<br /> S509, S509-01 S509-01 SCALE: 3/8 -0is S509 I S509-01 SCALE: 1"=1'-0'"
<br /> S509 01 SCALE: 1"=1' 0" S509 01
<br /> 1l8"GAP 314"0 BACKER ROD
<br /> PANEL ISOLATION JOINT
<br /> 13/4" 3/4"FIBER ISOLATION
<br /> (REF) JOINT MATERIAL
<br /> TYP REMOVABLE STEEL 318"x314"JOINT SEALANT
<br /> 3/16 Pr 2-12CONCRETE - 7
<br /> COVER 4" 1'0" 4"
<br /> 1" _ (E)REMOVABLE FOUNDATION EXISTING CONCRETE SLAB
<br /> ho
<br /> •
<br /> STEEL COVER _
<br /> T/SLAB 7 , � � (MAX)
<br /> TIPLATE P
<br /> 41,
<br /> __ ° ° c; L21/2 STIFFNER7
<br /> A. ' e ]. ° I , 0 _ 4 VOA I WY/r7A r7A 0 r7A r74 n . p a \
<br /> -- /_ I 4
<br /> iMirt
<br /> ° L___-
<br /> -� !._ ° d a BELOW PENETRATION IN
<br /> 7P ° ° ° -' 4 TRENCH COVER
<br /> . E
<br /> a 1 ° 3/4"f�ANCHOR BOLT a d 4 el
<br /> EDGE OF RENCH PLATE
<br /> Adigli ,
<br /> I °
<br /> tl
<br /> WITH EPDXY EMBED ° 8 d 4 BELOW
<br /> IN___
<br /> d ° 1 d.. '/ °'..r/ ' ',s'• \/ ---
<br /> °
<br /> # TRENCH °
<br /> ° FACE OF E '4. \. �., V )_
<br /> I 4
<br /> \/ 3116 2-4 2"WELD EACH
<br /> 3 ° , SIDE AT EACH
<br /> ., ° � a 4 ° 3116 �24 END
<br /> ° L2112x2x114(LLV)
<br /> ISSUED FOR
<br /> NOTE:FOR ADDITIONAL INFORMATION NOT SHOW Q N SEE DETAIL 2IS509-01 ° ° d . /� ° TOP OF CONCRETE CONSTRUCTION
<br /> \/ STRUCTURAL {
<br /> DETAIL DETAIL 4 DETAIL (-5 , Our difference
<br /> � ►s engineered.
<br /> SCALE: 1"=1'-0° S509-01 SCALE: 1"=1'-0" �� r
<br /> ,�� S509 01 SCALE: 1"-1'0" S509 01 �I' www.harrisgroup.com
<br /> Harris GroupPROJECT NO: 0012630.04 P
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> in M. ACCEPTABILITY CHECKED
<br /> 02.18.19 BSA STRINGER GANTRY - DETAILS
<br /> A BSA STRINGER GANTRY-IFC REMOVALIEXCAVATION W6036604 HG RLT 03.28.19 ..ipF WAsk �'ef��P THIS DESIGN AND/OR cHE�KED W6036604 B 07.09.19
<br /> ��' �'^'"P� SPECIFICATION ISAPPROVED R,PINLAC 0328.19 SHEET
<br /> B BSA STRINGER GANTRY-IFC STRUCTURAL W6036604 HG RLT 07.09.19g. ,1 1... �' ENGINEER TITLE
<br /> Ar417.4 ��� �t lr ? • APPROVED BY DEPT. DATE A BEHROOZI 03.28.19 BSA STRINGER GANTRY
<br /> r CHECKED s509.01
<br /> r 1'I►- A,WARNER 03.28,19
<br /> I ,4) 53436 q e' APPROVED BUILDING 40-058 JOB NO. COMP NO.
<br /> - .
<br /> �+ �'GIgTEB�' ��' R.THIRTYACRE 03.28.19 W6036604
<br /> APPROVED DWG NO.
<br /> ss1ONAL �"„09/20,4 STRUCTURAL MASTER EVERETT,WA 40-058—S509-01
<br />
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