|
- - w N
<br /> GENERAL SPECIFICATIONS:
<br /> gs
<br /> a
<br /> CONTRACTOR_SHALL VERIFY ALL SITE CONDITIONS&BUILDING -• ¢ ¢F ,.,-)".".o".-)
<br /> DIMENSIONS &SHALL REPORT ANY VARIATIONS TO 11-IE DESIGNER aa.. =a
<br /> FOR'RESOLUTION PRIOR TO CONSTRUCTION. WRITTEN DIMENSIONS - co -o ��
<br /> SHALL.TAKE PRECEDENCE OVER.SCALED. - a ..§-
<br /> '5:"4'...41
<br /> CODES:
<br /> CODES: 2012 INTERNATIONAL RESIDENTIAL.CODE (IRC), 201 `ests sF;^'?;�,,,..k.L,. �,�""
<br /> WASHINGTON STATE ENERGY CODE(WSEC), 2012 UNIFORM? m $a
<br /> PLUMBING CODE(UPC), 2012 INTERNATIONAL MECHANICAL CODE s ;1 'Yt--o:oft. SI L.A c. MooFDLL f� L.STA\Z. STKAR ,, = ,�
<br /> (IMC),:AND ALL OTHER APPLICABLE CODES. - :,rfsOI N E.P9Rovc_p ow....`ov1.'� -14 --nom ovs17- F.0 G ,.rN
<br /> otA:=, CACH w �s vIm
<br /> . - ZY-L3LK�, TZ,,,... -1.-FCR To : .'. / R^'39 M,N, ? NKIT.1z.Pe PT.¢2S Ta �. � C� rn
<br /> 1.1, - I 1 a 't Tor ''''A'G '7- r"''',: —.-------- iS2A'(' vJC->Vod = _ p
<br /> ROOF(GROUND SNOW) 2E PSF 10 PSF 35 PSF - I!e,I y \- n Erc TA L=tz oi.3(� w z `"
<br /> ATTICS NMITED'STORAGE 20 PSF 10 PSF` 30 PSF - - /- LIT--1 s a 4E-,
<br /> DECKS(SEE
<br /> STORAGE 10 PSF : 1G PSF. 20 PSF
<br /> DECKS(SEE R502.2.1). : 40 PSF. 10 PSF : 50 PSF ��--rcce oa -------------- -- - _ � 10�.,. - cr'_0 -'"w
<br /> EXTERIOR BALCONIES 40 PSF 10 PSF 50 PSF =Ac,ti Z� Z.>.B.nL Hr RP'r25y i y o a -w
<br /> FIRE ESCAPES 40 PSF /a` Ewa. IZ'pC. S/'W I-Z' �m ,-
<br /> ..,....±.
<br /> GUARDRAILS/HANDRAILS 200 LBS AT TOP AN CRECSON -- -,,i..._.= 1 0 F PL., ,I-; w3
<br /> GUARDRAILS IN-FILL 50 LBS APPUED TO I SQ:FT. LAP SFLl cc.s '. V 11 ,meg _
<br /> PASS,VEHICHLE GARAGE 50 PSF IF ELEVATED 2,000 LE PT. nom,N. -1-€' =.�- - Exrsr/a. .. '�,u
<br /> ROOMS(NOT SLEEPING) 40 PSF 10PSF . 50 PSF -74',.,, 111 R_ 1 - �. .iI Zx4 2�-'i' .S�
<br /> SLEEPING ROOMS 30 PSF 10 PSF-. 40'PSF os is s I-r�M f� ,r-�� -¶ .ovC. -• C. it
<br /> r..'A,L_ .s 8 d �'oc Ex s-r , .I -
<br /> STAIRS 40 PSF 10 PSF 50 PSF _. EU 6E.5,1z'6G ^{: RF•.F s I
<br /> OR.300 LB PT.LOAD ON 4 SQ.II.. F 1 c.\_t, - - i S-1 _
<br /> ALL BEAMS, GIRDERS,HEADERS,RAFTERS, &JOISTS TO BE HEM - - .SIt.It.1G o/Is b' -r 6 vSn
<br /> / M -
<br /> FIR N0. 2'OR BETTER AS NOTED- ON PLANS. U_UED-LAMINATED F r_L_-r OF. '•L1,34", : R En�a,,r exs%�, U '
<br /> TIMBERS SHALL BE MANUFACTURED&IDENTIFIED AS REQUIRED IN s-tRG:P �I s-rurn,.- J.T un,_`: _ -- - I *
<br /> ....AL----' 1/o" G h�SX, � , �- � CXST6. 6EDP1.t. -'
<br /> AITC A190.1 &ASTM 33737. - GLIAF�RAIL. : i ' i - - -
<br /> PLYWOOD INDEX: CD, ROOF&SUBFLOOR SHEATHING PER TABLE 13R1N6.. wb.-ree- - - - - �,,
<br /> R503.2.1.1(1). WALL SrIEATHING.PER-TABLE R602.3(3)& "- VFF.OF'tv-u.-3" I ' ; '� Sxpr..A rria - _
<br /> R6023(4):.SHEATHING FASTENERS PER TABLES R602.3(1)&(2). G _ a:IJ>�o2.Fti:a�sNExs�.3/a." I - i �- - �
<br /> 11'15-1-1-1--D''`\r - .,,/1TEFFRF11:1( --1 - -- so¢F•_.."L: \
<br /> S1RUCIURAL:MEMBER.FASTENERS PER TABLE R602.3(T). ' / / l .I ra. eo..�F- -
<br /> �DbE OR�R1iN 0 3 4"PLY,..tOoU a
<br /> WOOD IN CONTACT WITH CONCRETE, NEAR GROUND, OR WOOD WTR,P1ZF'G. -
<br /> EXPOSED TO WEATHER TO BE PRESSURE TREATED OR NATURALLY oVER_EDGE Jt �-
<br /> DURABLE-WOOD.PER R317. . . i 1 .• ..'
<br /> �`__ vo3a. �`I�� _
<br /> CONCRETE&REBAR:
<br /> REBAR TO BE'60.000 PSI- GRADE 60 ASTM A706. WALL REBAR 2r€o' 2.NF:JSTS _
<br /> SHALL BE PLACED NO CLOSER TO THE OUTSIDE.FACE THAN Jri THE ' 11,"0C SL.OPG ,ia,:.,L..ce�-i-o i ,,...,,_
<br /> -
<br /> WALL 1111CKNESS.:REBAR COVER PER ACI 318. FOOTINGS.TO BEAR I/8''.P6R ET ' - I �REMO,/E 'J/Lid r�mws Ind t I - Z+ m w
<br /> ON 1500 PSF MINIMUM.UNDISTURBED SOIL CONCRETE TO BE '.'r{OOF7GLG l'-'''‘°c-
<br /> I E.Xr. / tix9Tc., p W
<br /> MINIMUM F'o= 2500 PSI-®28 DAYS(3,000 PSI FOR � '
<br /> GARAGE/CARPORT SLABS, EXTERIOR PATIO SLABS ON GRADE, & ISXST-. u� `��:'-'- I,` ✓� v-,�'-`- /
<br /> WEATHER EXPOSED BASEMENT, FOUNDATION WALLS, PORCHES, AND FULL HT,2-'4-5TUD J >C �Y W/�L�
<br /> STEPS W/55-7%AIR ENTRAINMENT).MINIMUM DESIGN EQUIV. Wp.L-I- `.4/ '.955 ',�" I - � \
<br /> FLUID'PRESSURE= 35 PCF OR PER SOILS ANALYSIS. IN5l1L..W/FOAY1 M
<br /> •
<br /> USPSUBSU1T GRe.e..m SZ-7.2/I N. on
<br /> 111UTEDSTRUCTFORRAL SIMPSONCONNECTORS HOEDOWNSOFEQUIVALENT,STRAPS,ANDSTRENGTH CONNECTORSMAYBE pR,.E'GLUIV.. i.
<br /> s-_X5-r ..t_AVLIDK'< iKXSrrrn,TSA'T 1-\ EX 5-T 3EDFK... i --,<s-re,..,LC'.. UG.Rhe.
<br /> ____LI/ _O.m ! '� EXST6.F x S lei=
<br /> -4 I=X STO, r=0 t..1._ HT,
<br /> racsT6,s-ro zacr=1 F._-c., b X 8 :_ - -- I v. c.o.Lc_,v✓��.._
<br /> - --. I :I _ _ Vii:0 .XSTG,6ASElKCOT - -
<br /> -4---- EXSTIe,FO''NT. - I _ N
<br /> GOI.IG,YJAL- L 5 —� _
<br /> C. 055 SGGTIdl-_l Iii scc�
<br /> l :3/8'=11-o" "---
<br /> • �t ..4 ,
<br /> f.
<br /> G' `x-
<br /> 3:4
<br /> hh
<br /> LATERAL ONLY ;-
<br /> . W
<br /> W
<br /> of
<br /> J,
<br />
|