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NOTES
<br /> 1. LIGHTER ELEMENTS INDICATE
<br /> EXISTING STRUCTURE THAT EXISTING STRUCTURE PERIMETER BEAM
<br /> WILL BE PART OF THE 8"x12x1/4" ASTM A36 STEEL CONNECTION PLATE
<br /> STRUCTURE MOVE. REMAINING WITH (6) 5/8"x5" LAG BOLTS INSTALLED 0 5' O.C.
<br /> ELEMENTS TO BE PROVIDED
<br /> FOR NEW FOUNDATION. SHIM AS REQ'D
<br /> 2. AU.HARDWARE TO BE
<br /> HOT-DIP GALVANIZED. 3/4" ASTM F1554 GR 55 ANCHOR BOLT WITH NUT AND FENDER
<br /> WASHER BOTH ENDS. INSTALL AT CORNERS OF FDN AND MAX 6' O.C.
<br /> • 4X10 PRESSURE TREATED SILL PLATE, NOTCH
<br /> II ACCORDINGLY TO ACCOMMODATE ANCHOR BOLTSEXISTING STRUCTURE
<br /> �6�1
<br /> ADD'L#5 O TOP OF WALL 4X6 PRESSURE TREATED 12x12 TIMBER FON BEAM
<br /> a
<br /> (4) #5 CONTINUOUS WALL BARS, EQ. O PILASTER LOCATIONS
<br /> j g I'I(I SPACED CENTER IN WALL it ',h' �AOD'L TIE O TOP OF PILASTER 4. ®
<br /> 1 ��!CI� 5 DOWEL 0 12" O.C., CENTER IN WALL � II�fI PILASTER -TYP
<br /> EL 20.4 3�,1�j ►lI.�, ���
<br /> TOP OF WALL STEM WALL ' (6) /6 PILASTER DOWEL TYP 'I
<br /> Z PROVIDE STANDARD HOOK 111 i
<br /> 3/8"x8"x1'-8" ASTM A36 STEEL
<br /> �' APPROX FUTURE GRADE, NIC (EL VARIES) APPROX FUTURE GRADE, NIC(EL. VARIES) 3" 1 CONNECTION PLATE, BOTH SIDES
<br /> MIN,EMBED tip/or
<br /> / WATERPROOFING(NIC) 1 KSI /\ WATERPROOFING (NIC) TYP
<br /> (4) 3/4" A307 BOLTS
<br /> `_ SWELLSTOP STRIP WATERSTOP. INSTALL PER MANUFACTURER'S 7 // #5 CONTINUOUS WALL BARS PER
<br /> ®' PERIMETER WALL DETAIL, TYP 12x12 TIMBER POST, HEIGHT
<br /> ° > RECOMMENDATIONS AT PERIME I I_K WALL CONSTRUCTION JOINT. AS REQ'D FOR FULL BEARING
<br /> Il / #4o
<br /> a MAT FDN REINFORCING PER'PLAN TIES 0 8" O C COLUMN BASE
<br /> 10" % MAT FDN' /j\ SWELLSTOP STRIP WATERSTOP.
<br /> <2 GEOTEXT1LE FILTER FABRIC TO WRAP ENTIRE STONE BED (NIC) f MAT FDN REINFORCING PER PLAN
<br /> MAT FDN REINFORCING.
<br /> MAT FDN �1 PER PLAN
<br /> �.10 ••,: 4" SCH. 30 PVC PERFORATED LOCATE MID DEPTH OF FDN SLAB. 2" ,� �� ►�it 2" it
<br /> 2" • p:' CAP FOR FUTURE CONNECTION TO STORM DRAIN (NIC) illGEOTEXT1LE FILTER FABRIC TO WRAP ENTIRE STONE BED (NIC) CLR. + MAT FDN
<br /> C- s �� � CLR. •I°1-11'7"474105,41 4" SCH. 30 PVC PERFORATED. LOCATE MID DEPTH OF FDN SLAB. �Y
<br /> y ve,I WASHED GRAVEL OR STONE (NIC) amtt nni No sommai>•r , r
<br /> -q: 'J a f n,4 D a °p '-� 4 CAP FOR FUTURE CONNECTION TO STORM DRAIN (NIC)
<br /> p 1fy4 j APPROX EXISTING GRADE 1,140914 APPROX EXISTING GRADE
<br /> def! 20 MIL VAPOR BARRIER. SEE.EARTHWORK SPEC FOR INSTALLATION I (�i�1 N
<br /> N ° ` . r WASHED GRAVEL OR STONE (NIC)
<br /> D. 4. ° p b' a,)�CUSHION GEOTEXT LE, EXTEND 1' BEYOND EDGE OF MAT FDN '_... ' ° p` 1�w ' , °p
<br /> 1 .r4 f BOTTOM OF MAT FDN t I f4S" BOTTOM OF MAT FDN t l ° BOTTOM OF MAT FDN
<br /> 3" o• etN ••4.1 4 •"it e4s.t 1" i 6" THICK CRUSHED SURFACING(BASE COURSE) 3" o r • • r• • M •°a •• e. e, 3 e. • owN •, • + • e" r
<br /> CLR. 1!":1•.'N Me•,ve.ol.vti H,ttel.,:' CLR. irAt",•• or0o,t;li oston,S N •!,e:!'f! CLR N�' !•..t!;•! !!, ...1!/,!,4L,
<br /> A PERIMETER WALL DETAIL g PILASTER SECTION C TIMBER POST DETAIL
<br /> 01 SCALE IN FEE.
<br /> 52.01 SCALE IN FEET 52.01 SCALE IN FEET 52.Elm limmimm mom wwwwwwww _
<br /> m milw� — — — u��mommow
<br /> i9 1 0 1 2 1 0 1 2 1 0 1 2
<br /> 00
<br /> 0
<br /> .:
<br /> i' PILASTER REINFORCING,
<br /> REINFORCING, PER PER PILASTER DETAIL
<br /> PERIMETER FOOTING DETAIL
<br /> REINFORCING, PER
<br /> i (6) #6 PILASTER PERIMETER FOOTING DETAIL TIMBER POST
<br /> DOWELS, TYP SPLICE WALL REINFORCING, TYP 3/8"x10"x0'-11 1/2"
<br /> ' #4 TIES ASTM A36 STEEL PLATE. 3/8" STEEL PLATE,
<br /> REINFORCEMENT AROUND CORNER
<br /> V BOTH SIDES BOTH SIDES
<br /> S o (2) 3/4" A307 BOLTS 5 3/4" 1/2" STEEL
<br /> tl��n , TYP
<br /> -
<br /> F6. ,, liw
<br /> � 1/4, TYP o
<br /> Ell
<br /> d I ,, 1/2"0x5 1/2"
<br /> Iii FrliffinilliMaill " ■�., EXPANSION ANCHOR, TYP
<br /> c� I. c v ° -
<br /> z o ) II II)I 1/2"x11 1/2"x2'-o 1/2"
<br /> 9
<br /> ,1_O _" _ i " '" ASTM A36 STEEL PLATE
<br /> m 9 c STEM WALL TYP STEM WALLst
<br /> 1 !! MAT FDN 2 P4" 3" 3" 11 1/2"
<br /> a PILASTER CORNER PILASTER TYP TYP
<br /> °
<br /> °
<br /> ,..5
<br /> o PILASTER DETAIL E CORNER PILASTER DETAIL • F 12x12 COLUMN BASE
<br /> $ 52.01 SCALE IN FEET S2.01 SCALE IN FEET
<br /> 54.01 SCALE IN FEET
<br /> i gm •mwwwwww
<br /> In
<br /> 1 0 1 2 1 mom gni
<br /> 0 1 2 1/2 0 1/2 1
<br /> tg IF NIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY/
<br /> I— PROJECT ENGINEER: SCALE: DWG. NO.
<br /> �_ Port o PND ENGINEERS.INC.IS NOT RESPONSIBLE FOR SAFETY ��IAI� T. BELSICK . NOTED PORT OF EVERETT S4■01
<br /> CPONSTRUCTION
<br /> METHODS OR PROSHRESOWN
<br /> OF THESE THE 1Y\,IA a,.-ciW AT E R F R 0 N T PLACE CENTRAL.
<br /> CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. ; / DESIGNED BY, DATE:
<br /> 1111111111'
<br /> 1 p I ®�
<br /> Seattle,W■,I,,gron981 A TIE SPECIFICATIONS SHARE ALL CONFORM TO NOT
<br /> STANDARDS OFT .// r ''' K. BURKE FEBRUARY 2016 CIP NO.
<br /> P:206.624.1387 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY / DRAWN BY: CHECKED BY: WEYERHAEUSER BUILDING RELOCATION 3-8-003-02
<br /> p / P.O.BOX 538 ENGINEHRS,INC. amv. AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN .A o D. McDONALD C. WREST PROJECT
<br /> �f P s�`�,�m 2/25/16 TB ISSUED FOR BID APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED 4.4, -"4"..,
<br /> FOUNDATION NO. TR-WH-2016-01
<br /> i EVEREIT WA 98206 AND CONSTRUCTION IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT APPROVED BY:
<br /> (425)259-3164 NO. DATE BY REVISION DIRECTLY OR INDIRECTLY TO PND. 22�I/6 D ET AH I I C
<br /> LIQ C SHEET NO. 16 OF z 21 -'`
<br />
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