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<br /> 3.01.01: Exterior 3.01.01: Exterior •
<br /> 3.01.01: Exterior Wall System 01: '
<br /> Wall System 01: � 600416',
<br /> Wall System 01: ,.
<br /> 4100- Wr
<br /> .- PT EASE PLATE FT$ASE PLATE
<br /> -44-0 ANCHOR BOLT,TYP.
<br /> 2`RIGID INSULATION yi��' PER STRUCTURAL NOTESANCHOR BOLT,TYP. EXTERIOR
<br /> • 3.03.01: Wood FT BASE PLATE 3.03.01: Wood ; .� PER STRUCTURAL NOTES WALL
<br /> AS THERMAL BREAK AND SHEAR WALL SCHED. Framed Floor go- ANCHOR COLT,TYP. Framed Floor AND SHEAR WAEL SGHED.
<br /> ?ZZ� System: ' PER STRUCTURAL NOTES System: •]..- P.T.LEDGER SCREWS SIMPSON
<br /> 2 ..,401#.„a_
<br /> Q'� MAINTAIN 6'CLEARANCE y AND SHEAR WALL SGHED. MAINTAIN 6°CLEARANCE 2D4TO.C!STAGGERED
<br /> BETWEEN FINISH GRADE RA
<br /> y CETWEEN FINISH GRADE
<br /> 3.05.02: Concrete AND SIDING MATERIAL / ." ,9. ► AND SIDING MATERIAL
<br /> slabs stem, ,/ i , / ,: / � /r/ ' MAINTAIN 6'CLEARANCE —
<br /> y •��0 C2C2)#4 HORIZ. / '/ ; '/ . /!/ ': ! / moi' // $ETLUEEN FINISH GRADE . , ._ v —
<br /> Insulated: / . // Y /: HANGERS, DP.
<br /> 4 may; CONT.' T.O.WALL / ,,,,,./ / , /�. , AND SIDING MATERIAL /
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<br /> #4 5 e 18"O.C. 6 O.G. IZ. 1 / / // „ .
<br /> • �I ! ° ✓ 3.08.02. Cont. G/ // / IF;-/ /
<br /> ( Ii ° I Footing 8" /://///�/ �i // ://
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<br /> // i/%ii%% /i/�/����������������� ��� p # TOP FLANGE •I / i. ,/.//i// /.�.�. /// /.������������������e����u 1 (?� 4 HORIZ. • - New �./. /.CONT.6a T.O.WALL HANGERS,TYP. I ° / • /. .// , i. ./ , /. !/: / �/////moi//�///./////:�.//moi. .• • • • • • • • • • •..• • r 16 O.G. • ° , wall + ./ (j/l.�/ / /,, // / / //�//// //////�/ /%%ii• - / t (2)#4 HORIZ. ll i /./. // // /.�., // i/ i/ / ////// ///!/FREE-DRAINING Crawlspace #4 L's'�18O.C. CONT. T.O.WAEL f ��• 3.08.02: COnt. 1 / •_1 #4 L's 6a IS"O.G. // / , �< ,//iii <,////// •<, /iii/ii
<br /> GRAVEL W/SILT / /////'
<br /> Footing - New 8" 8 ' FABRIC / 3.08.02: Cont. I FREE-DRAINING �� •
<br /> • wall •• / �� Footing - New 8" •, e •
<br /> GRAVEL W/SILT Crawlspace d °/ FREE-DRAINING DECK JOISTS
<br /> 1 ..11.1,..,.•,...-.• FABRIC
<br /> GRAVEL W/SILT PER PLAN
<br /> I , • •. FOUNDATION wall i 81 i ' / I° /
<br /> /. FABRIC •
<br /> 01 /' • _ . , • • _t DRAIN I FOUNDATION • - 4 S,I ° 4
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<br /> :7'i;,:.-:;.,::' (2)#4 CONT.' I DRAIN / .° FOt�T�D4?tOiT — ` •FOUNDATION M
<br /> 1-4' M '_-� (y#4 CONT. °� 6) ---I° DRAIN N N
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<br /> ���" MIDSLAB , • • . • . sr 11 �#4 CONT.' • OO
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<br /> Thermal E3reak Detail a S temW all
<br /> SCALE 3/4 = 1-0
<br /> Joists on Stem Wall
<br /> 9 SCALE:3/4 = 1 Joists 1-lune from tem Wall
<br /> 5 SCALE-3/4 = 1-0 1DeGkc Led er 1petail 4�
<br /> SGALE:I = f-O' W
<br /> CD "4
<br /> WALL SYSTEM I11111110.-"M "
<br /> '�� /_ PT 2x5 EASE PLATE PT 2x8 BASE PLATE 4 ►'
<br /> ANCHOR BOLT,TYP. , ANCHOR BOLT,TYP.
<br /> (y#5 NORIZ. PER STRUCTURAL NOTES (2)#5 HORIZ. PER STRUCTURAL NOTES
<br /> PQw..Ptilli CONT.' T.O.WALL ,�► AND 5HEAR WALL SCHED. CONT.a T.O.WALL & AND SHEAR WALL SGHED. Cf) a/
<br /> FLOOR SYSTEM Wog. �� O
<br /> �.,�� TOP FLANGE HANGER 'i TOP FLANGE HANGER
<br /> PER PLAN �" - •-------- -_-` - - - -•- BETWEEN FINISH GRADE - - ---- BETWEEN Fgi? .hi
<br /> ���� �� MAINTAIN 6' CLEARANCE �� MAINTAIN 6"CLEARANCE
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<br /> tit. air"!
<br /> RI
<br /> �•' - '� al
<br /> AND SIDING MATERIAL ��'" ""'•-- " " y [�` AND SIDING MATERIAL
<br /> r IN HD HOEDOWN PER PLAN ,, - ' 1,11 r
<br /> AND SHEAR WALL fltff, ' ' rl� `� /' VITT
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<br /> sysigevelregmilfSCHEDULE , ,,„ „ . .1, / i i /r
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<br /> ,: . i / I #4 HORIZONTAL t—I
<br /> '�.�� • I *4 HORIZONTAE i 1
<br /> /111.111
<br /> RAO I $ARS 10"O.G. ° I %$ARS 10''O.G. •
<br /> Oki. ° % . i
<br /> IMS l a • :;., SOIL PROPERTIES • ° 1. •- • SOIL PROPERTIES
<br /> °� I Pa=35 PCF Pa=35 PGF /
<br /> • Pp=300 PGF I Pp=300 PCF
<br /> . . ..
<br /> • I . . G.O.F.=0.35 • I G.O.F.=0.35
<br /> I • • • •;.' • Bearing 2000 PSF $earin 2000 PSF
<br /> 1�U Detail between floors • a •'.' '.'•'.: g= • '`,•'•'•'•'•; g=
<br /> O = SEAS ON GRADE . . • • • • r• • • • •
<br /> SCALE-3/4' I-O' ,, 4411P, .
<br /> MUST$E IN PLACE i° • • • • • / I •:'• .•
<br /> PRIOR TO ANY
<br /> BACKFILLING OF • 1 • •
<br /> .,
<br /> THE WALL GREATER • ° J • • I
<br /> THAN 1E'%OF THE
<br /> 1 WALL HEIGHT •1 2 CLEAR : • • 1 ' ' . '
<br /> • Revisions:
<br /> CONCRETE SLAB ii ••• / • 1 l:.'•'.,' FREE DRAINING U
<br /> WALL SYSTEM WHERE OCCURS - II .•• • ••:•., °" SLAB ON GRADE I '.'.: BACKFILL
<br /> • •. • . •. • • FREE DRAINING .I
<br /> •
<br /> MUST BE IN PEACE • I .'.'.: /
<br /> 'I' ' . I BACKFILL PRIOR TO ANY p 'C�
<br /> •
<br /> . • .
<br /> 1'-2"T. 8''II • . C.)
<br /> HD HOEDOWN PER PLAN . it BACKFILLING OF
<br /> s If THE WALL GREATER I • .
<br /> II THAN IS%OF THE ,x_
<br /> FLOOR SYSTEM . . . . r
<br /> J.
<br /> , . . . . . . . . . WALL HEIGHT j ,. • • 4- .`1Y.":14-• -- - 6530 REGISTERED
<br /> PER PLAN ► I • _z_-- �.�,'•'.' 2 CLEARi'..•jar
<br /> RCHITECT U
<br /> W. • • '• • • • • • • • • \ ' , '
<br /> .' CONCRETEA II 4,-..:4„ 4�
<br /> L . \\.L,-1-4/-6,--1-1/-/11: , / /\n \P 1\_—___._. _ O/ °' V.. •° •, ° ..I • • 'n • • ER OCCURS ° •II .• • • • �. ,
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<br /> I _ - --�_�� • % •#5's CONT. . • N
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<br /> .. .. :. . . . . . ERIC GEDN
<br /> 12' O.G. •
<br /> • I • , / STATE OF WASH ON40 ' M
<br /> 3-0' P-6"TO• ° S h •_. . 2 4'HEEL . .•.
<br /> ... •• • . • • 1
<br /> 00
<br /> THREADED ROD INTO
<br /> II
<br /> z FOUNDATION-MIN. t I I I 11 °—
<br /> i�etai�i�g Wall — �•-1 to 0-0
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<br /> Cn
<br /> Lli EMBEDMENT=-f' N
<br /> -"AV--
<br /> 0 USE SIMPSON SET-XP O 1°•
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<br /> 'n EPDXY ADHESIVE IN6 = 1 ° • ° '
<br /> SCALE:3/4 1-O' 're . U . % ° #5's CONT. • �' �I
<br /> X RETROFIT CONDITIONS •-,--,•� ° 'a 12' O.C. C
<br /> •
<br /> '44— ./ • .7 • ./ • `�■�
<br /> • ii: (140
<br /> NEW OR EXISTING • 711 ° I 1I I11
<br /> FOUNDATION WALL 1l / /' • / %Retaining Wall - (o-1 t o E3-0
<br /> Cl...
<br /> . ><-. NCHOR DOLTS PER 2 ��
<br /> SHEAR WALL SCHEDULE SCALE:3/4 = I-o
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<br /> ZABA POST BASE- O
<br /> (JD ;..
<br /> _ P.T.POST PER PLAN p3
<br /> — ,, 1��tail at �'o�y Wall MAY$E INSTALLED •TO
<br /> 0 AFTER CONCRETE �
<br /> SCALE:3/4 = I-O" PLINTH CURES AS
<br /> RETROFIT •�V tu
<br /> O cit
<br /> r\
<br /> I"CHAMFER AT TOP MINIMUM 6' U CLEARANCE O Cd
<br /> WALL SYSTEM BETWEEN FINISH GRADE V/ Imml *4
<br /> • CONC.SLAB WHERE #j AND BOTTOOPOST •
<br /> OR AS NOTEDD ONN oLi g ••I „,,
<br /> OCCURS J',; �] ♦ ELEVATIONS \ CZ 4
<br /> y HD HOLDOWN PER PLAN
<br /> i,+
<br /> 0 N 6-4
<br /> •
<br /> FLOOR SYSTEM 13 I Z •
<br /> O (n d„
<br /> PER PLAN 1 1 - •_ `V
<br /> �:,.. N
<br /> 110„ is414
<br /> •WO • en
<br /> en
<br /> THREADED ROD INTO EI
<br /> ilklifillifillitifilN FOUNDATION-MIN.
<br /> EMBEDMENT=-I' , I, 1• • ((2)#4 RINGS
<br /> USE SIMPSON SET-XP I
<br /> PO 4) V
<br /> D • Ct
<br /> 0 H
<br /> • f• EPDXY ADHESIVE IN _I
<br /> 1° RETROFIT CONDITIONS -- 0 / W
<br /> r-- ' (2)#4 EACH WAY
<br /> NEW OR EXISTING 7 -- -
<br /> FOUNDATION WALL ' 1:').
<br /> i•11 ✓”• /. — y • ° • MIDSLAB
<br /> . ° ANCHOR BOLTS PER -
<br /> ra4 _
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<br /> ,,
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<br /> .
<br /> SHEAR WALL SCHEDULE
<br /> a" �� � S
<br /> . TH PER �,_ O
<br /> //� LAN NOTE •
<br /> •
<br /> • I
<br /> Post Footing w/ Plinth
<br /> Date Issued: Sheet
<br /> 1 SCALE 3/4 = 1-O IM1/�11� �H1 Number: '�
<br /> 1�U 1�etail at Foundation �tt
<br /> '
<br /> 1 Date Plotted: //��
<br /> SCALE-3/4 = I-O' 5/5/20 t4—�O� '�'"�1
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