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NOTE: SEE SHORING DRAWINGS 551.0-56 .0
<br /> START LAYOUT OF FOR INFORMATION ON SOLDIER PILES
<br /> SOLDIER PILE LINE AND FIN BILES - OI 4110
<br /> AT THIS POINT
<br /> 4110
<br /> pIII
<br /> e...„."16-..'
<br /> 4-0 4, 20-0 , 26-0" / 20-0
<br /> ill
<br /> ._,0 -I -L — _..... ______ _ - - - 7:- 7:y1- - _ _ _ Oil_ _ ___ _,.._ 777
<br /> } i_ _ , I — _ jyr _ ,-;
<br /> CONCRETE PAD - I I t 13-8
<br /> k , 13-4 k 3-8 I k 2 '-4" 4, 3-8 k 13-4 / 3-8 /I
<br /> AT GARAGE
<br /> 6" I i I I -11'-6'=11 FILES a 4-6"O.G. I 4
<br /> 1 I I I I I I I. •
<br /> _ _j 4 I I I I I I
<br /> TVP.CONC.PLINTH
<br /> 3.05.01: Conc. slab system:
<br /> _ I i
<br /> 4" concrete slab with #4's 24"o.c. UNDER DECK
<br /> DRIVEWAY " _n O @ COLUMNS-SEE
<br /> • d I I I I I each way at mid slab on 6 mil black NORTH ELEVATION
<br /> CRAWLSPACE ; visqueen on 4"free draining gravel on FOR HEIGI-IT ABOVE
<br /> 1 I I firm native soil or compacted FINISH GRADE I I
<br /> II I I structural fill. I I
<br /> CRALULSPACE I •
<br /> I
<br /> FULL HEIGHT CONC. ( I I I I I I
<br /> =" `�'" RETAINING WALLS ,. •
<br /> STEPPING UP AT HDU4 I I I HDU4 HDU4 I I HDU4
<br /> clit
<br /> GRID LINES ,, ri
<br /> 4..v
<br /> v1,,,p .
<br /> �:> ._„
<br /> - I- I
<br /> —
<br /> ,e.Z,v,s,r
<br /> .. ;,� AT BASEMENT � _ �. .� • � s _ � �� � .. . _ � :
<br /> • � � �� . . �. I III
<br /> CONCRETE PAD M
<br /> t r — N
<br /> 6
<br /> t CO
<br /> FULL HEIGHT CONC. F
<br /> RETAINING WALLS CONCRETE PAD
<br /> AT LOWER DECK
<br /> STEPPING UP AT _r
<br /> GRID LINES • I 3.08.02: Continuous Footing -
<br /> • 8" wall
<br /> 3.05.02: Conc. slabs stem- SEE SNORING DRAWINGS SS1.0-S5 .0 I I •i)
<br /> 8"x16"cont. concrete footing with (2) Y
<br /> FOR INFORMATION ON SOLDIER PILES II +�
<br /> PF I #4's cont. © midslab under 8"stem Insulated: AND FIN FILES. 'P (1)I I i-(
<br /> L's at 18"o.c. with P.T. base plate and each way at mid-slab on 2" rigid R-10 I I l CP
<br /> anchor bolt per shear wall schedule. insulation on 6 mil black visqueen on
<br /> Provide footing drain, typ. 4"free draining gravel on firm native
<br /> soil or compacted structural fill.
<br /> SOLDIER PILES- I • I •-10 Cl.)
<br /> SEE STRUCTURAL O
<br /> DECK. •
<br /> I
<br /> COLUMN PLINTHS DRAWINGS , I I4 I
<br /> SEE NORTH ELEVATIONCU
<br /> FOR HEIGHTS I PKOI I P C/I) ..4604,
<br /> ,
<br /> CI
<br /> I II oo I
<br /> I I I STE ED FOUNDATIONCI?
<br /> 3 L - - J I WALL AS NECESSARY I . - O
<br /> 1 .4
<br /> I
<br /> —
<br /> '
<br /> OA View 03
<br /> SCALE-1.131&3 �
<br /> P II - _ -. -
<br /> II DP
<br /> II
<br /> - — O
<br /> GIN
<br /> 4 N7- Ppp - rr ---PP-a a. -140 _PP
<br /> IPP rr rr rr Ps rAID
<br /> Project Notes . • � . .Pf � - T."4PPP
<br /> PP3 PP PP PP PPa PPPP PP3 PPI
<br /> 3 Structure I — — — — — J
<br /> 3.01.01 Exterior Wall System 01: I I
<br /> New smooth cementitious siding per I I I
<br /> elevations over"Tyvek"or similar
<br /> building memebrane on 7/16"CDX O Q SEE FIRST FLOOR FRAMING PLAN FOR
<br /> plywood per struct.notes on 2x6's @ 0 `Q I I FOUNDATION ABOVE
<br /> 16"o.c.with R-21 kraft faced batt (5) I I I
<br /> insulation and 1/2"GWB at interior. ( I I
<br /> Nailing is per shear wall schedule. I P I
<br /> P6 nailing unless otherwise noted. r- - - , I I STEP IN FOUNDATION LINE OF EXTERIOR
<br /> 3.02.03 Interior Furred Insulated Wall IElI WALL-SEE ELEVATIONS WALL ABOVE
<br /> System: I I I I
<br /> 2x4 studs @ 16"o.c.with P.T.baseI I I
<br /> plate held 1.5"away from concrete wall L - - - I
<br /> w/R-21 kraft faced batt insulation and 4 ------N- - - 1, 0
<br /> O
<br /> 1/2'GWB at interior. j - 6530 REGISTERED 1
<br /> y - RCHITECT
<br /> A3.03.01 Wood Framed Floor System:
<br /> 3/4"finish flooring on 3/4"T&G plywood I i I itbj
<br /> on floor joists per plan.Add sound batt
<br /> CV�-
<br /> insulation between floors. ""d
<br /> oundatio
<br /> 3.03.03 Wood Floor over Crawlspace +� Flan ERIC GEDN � y�
<br /> STATE OF WASH ON
<br /> 3/4"finish flooring on 3/4"T&G plywood 1 SCALE:1/4 = I-O"
<br /> on floor joists per plan with R-30 batt -_ - -
<br /> insulation.
<br /> U
<br /> 3.04.02 Framed Deck System: .�
<br /> 5/4x6 composite decking on floor joists U
<br /> per plan.
<br /> 4, TO-C X r-
<br /> 3.05.01 Conc.slab system: Cr)
<br /> 4"concrete slab with#4's @ 24"o.c. 11111
<br /> p O i5 4 [`
<br /> each way at mid-slab on 6 mil black M
<br /> visqueen on 4"free draining gravel on �/� 00
<br /> firm native soil or compacted structural / 20-0 / 26'-O" ,I, 20'-O" 4'-O" CA 00
<br /> fill. I i ` I O
<br /> 3.05.02 Conc.slab system-Insulated: 3 d lr 3 i1 ii i1 i1 i1 ' •
<br /> 4"concrete slab with#4's @ 24"o.c. I i I I \
<br /> each way at mid-slab on 2"rigid R-10
<br /> insulation on 6 mil black visqueen on 4" '^
<br /> free draining gravel on firm native soil or 1_ ,
<br /> ii 0
<br /> compacted structural fill. ±O s..- - -__ - II L 3 'i �i �i I �i ii _ iiI First Floor$
<br /> 3.08 Footings and posts I I I If) c
<br /> Continuous and pad footing specs.
<br /> 3.08.02 Continuous Footing -8"wall
<br /> 8"x16"cont.concrete footing '
<br /> with c2>
<br /> #4's cont.@ mid-slab under 8"stem I I ; I CANTILEVER V aS
<br /> wall with#4's horiz.@ 16"o.c.and#4 GLULAM WI011 ^
<br /> L's at 18"o.c.with P.T.base plate and , END GAP
<br /> anchor bolt per shear wall schedule.
<br /> Provide footing drain,typ.
<br /> b
<br /> 3.10 Railings I I I I Q
<br /> Railings and guardrails to be min.36" • Q
<br /> tall with max.4"opening. Railings at Cr)cnt /�'
<br /> stairs may have 6"dia.opening at the
<br /> 1 .. n C n u , �, n ] [I Il C /^� ,,
<br /> triangle formed by the tread,riser and Ci/ � b
<br /> bottom rail.Other openings at stair railPI c I I I ,�,//
<br /> may not allow a sphere of 4-3/8"to - fsl
<br /> pass.Railing connections to be '
<br /> designed to resist a 50 plf linear load .4(.3---r---•±4(00•••--dr.....----:=� _D _ _ _ _ _ �� �� - --___. _ " _ _ _ .1E. ,, - — -" - -_ -- - .-_- "— ��
<br /> applied to the railing any direction and - Basement .... - i - - - - - p
<br /> intermediate rails to resist a 50 lb load • ME •
<br /> applied to a 1 sf area. I 3-8" IT-0 25'-4 I; 3'-8" 13-4 3'-8" �I I N .v.-1 a
<br /> Tit
<br /> 3.10.1 Railing System 01 �/ ?' : :• �' ,� •
<br /> APPROXIMATE GRADE AT p : :. O N
<br /> Premanufactured aluminum railing •.• ' • • .. / p. .. LINE OF SOLDIER PILES .. :v_ :9 .' . ., . . . • 1� E
<br /> cA
<br /> system with cantilevered glass panels. �„� P Lo AND GRADE BEAMS ON GRID 1 v ,n p �,
<br /> _____y
<br /> Base plate mounted V p .� I.D: . .• . - I. ..- iM) 3-4
<br /> •
<br /> CZ Glass to be safety glazing and designed AllAilefIlli,_ . p: �► ` '•. D 'r ..- '� ,r �� �`' V
<br /> ddiagiel
<br /> with a safety factor of 4. 010/ ` p
<br /> D
<br /> p
<br /> � . .p, • porpr:. • • ••• •��.'' �, • .• � • D• ' � t:,, D D, •p'� N
<br /> iiii0
<br /> +NJ en
<br /> •
<br /> - " •• •• "Z
<br /> . . . .:• .•.v. • , :1' ► . 20"WIDE x IS"DEEP GRADE w.• . • AO. • 4, E F--I
<br /> v.
<br /> • , tT /� /k0111 —BEAM ATOP SOLDIER PILES • D V
<br /> • 011i /' D D R. D /. D � D D D G W
<br /> Q p. / t. • / O
<br /> D. . SEE SHORING D Y Nd a-'ti _ '.0 ,. D . : ":. > h--I
<br /> . u :p FOR INFORMATION`ON SOLDIER PILES p D: • :•� p : ' • •
<br /> • .i D D P ANS �` • D V
<br /> ..
<br /> �. . I p414
<br /> a . _ •
<br /> �" •
<br /> • i .. I D D p
<br /> _iii di ...e.A -
<br /> mom • • •
<br /> ._. 4- • • • .
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<br /> .....d. .‘,. . As. : • • • • ...,.......F...-. . .
<br /> • •
<br /> •
<br /> 3'-0" 70-0 2'-O" 4)
<br /> / k X mate Issued: Sheet Z
<br /> -I -0 TOTAL OF I6 SOLDIER PILES 6 5'-0"O.C. 041/00/000M lumber: "'d
<br /> WO
<br /> Section at Soldier Files Date Plotted:
<br /> 5/5/20 A-1O ' •;
<br /> SCALE:1,4 = I-C 4)
<br />
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