|
c.
<br /> L 01
<br /> ltCo.l y c.,1E ,n,n
<br /> I z • �v
<br /> 03 1,1o
<br /> 0_a-C., 'n
<br /> 3E2 Er,
<br /> 5
<br /> { I j 1 - III
<br /> � I �
<br /> (; ` I II I II Al ••g ••
<br /> ;; . I El a
<br /> , , 7.- I I
<br /> WEST BLLe'/AT'IOL1 s4.F.1-.E:/s°=tl-6' - - a\ST ELEVATTokx 64ALE✓s°=1L0" - ' I _..:_ J
<br /> f
<br /> 1
<br /> I ( ,
<br /> pilN
<br /> _.>(,-,--. sp.5e&.ta.1,1-r i , ,..ev. >ai a
<br /> l>!
<br /> / / L +—_j ill _ I -
<br /> j,ADV-r aJ.
<br /> t_XSTG, FULL NSI GNT I 0. A 1 v�
<br /> Qy 3I coNG¢ETE WALL.. �1 I3 - _ _
<br /> 't III. BLNPOCK SE-113D WES O'r T-.I : -
<br /> I`To E�5'r�,r_xpOSEa
<br /> U. ' `"`'S-V''v,//1(.4,"`1)4.(.4- GENERAL SPECIFICATIONS: t.10RTH e.LE\/,6.T1O�1 SGPI_E'.r4-N1
<br /> L OC 4TI cs45 0-1 GL,fN'D$
<br /> a ) - CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS&BUILDING DIMENSIONS, --
<br /> 1 I ( &SHALL.REPORT ANY VARIATIONS TO THE DESIGNER FOR RESOLUTION
<br /> y - PRIOR TO CONSTRUCTION.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE TYO PVC. oR o-1-14E-T- FROOVO-T PeNZV-0,
<br /> 4"'Gots 01._• sc�6.. OVatz OVER SCALED. FO2 FLAT
<br /> �N . nyL POL\.E�r HYLeWG i ' Rook otc PRooJ cT f. Rv'0,. 0
<br /> 1 I � (o Foe ./ -(Aaactc
<br /> 0 ju st+cc.T tt`Scn, CODES: 2012 INTERNATIONAL RESIDENTIAL CODE(IRC),2012 WASHINGTON
<br /> x' - _ \ STATE ENERGY CODE.(WSEC),2012 UNIFORM PLUMBING CODE(UPC),2012 - - - .w m
<br /> • I - l ICODES.ATIONAL MECHANICAL CODE(IMC),AND A11:OTHER APPLICABLE TZULI ROOF/DECK MILS.s/¢4' 1=ATz,I It .,NA tt_vJ/ 'A
<br /> . _ N /` FK Ar-0...>:.D - - - COATLIS ovEe EaGF $4 4o'OC-AL E5,IZ''0 MELD - QM
<br /> N 1, v-iaL� STRUCTURAL u-"oveR DRI3.' 3 I
<br /> o? I , ExsT� SEISMIC - ZONE Dt/D2 PER FIG.R3Q1.2(2)&ENGINEERING Gu-1-rE 0 1Z _ Q
<br /> 4 / I ) S»�6 WAND(EXP.B) BASIC SPEED: 85 MPH PER FIG.R301,2(4)
<br /> d a ExST6,t ETAti1tL6 -1,✓_ watt COMPONENT/CLADDING LOADS/TABLE R301.2(2) L a Ii �- r U r7
<br /> 1/4 T1l+�SG2_
<br /> w.�Lt `I LOADING UVE DEAD TOTAL`: st'Rw�a Rif:"... I_ I � �I!)14
<br /> I -
<br /> ROOF(GROUND SNOW) 25 PSE. 10PSF 35 PSF 45-r.)L.1 ALL v1/ ••1/z"TJ I s,1Z'Oc; Fs i.,)1__ a 7 0
<br /> ATTICS UNITED STORAGE 20 PSF 10 PSE.. 30 PSE- Lod &"Oc. -L- s-rn,-,f•'E.taZI:E. Ta-ror J N U d'
<br /> -- _ -ATTICS NO STORAGE 10 PSF 10 POF 20 PSF -rbr PLATE Pt�.Tc vJ/('L� 8c\ ki
<br /> -
<br /> DECKS(SEE R502.2.1) 40 PSE' 10 PSF 50 PSF
<br /> ` EXTERIOR BALCONIES 40 PSF 10 PSF. 50 PSF DSL,-ro F'" IyTGi 1_.AP SP1-IL_5
<br /> FIRE ESCAPES 40 PSF Zx� s-cuat5 n�IQ,Lf-S" I. O CC
<br /> -L ct,.. T.)I%10 -.)O IST ,iZ'®G ib"oG
<br /> 1=-^ GUARDRAILS/HANDRAILS 200 UBS AT TOP ANY DIRECTION _ _
<br /> GUARDRAILS IN-FILL 50 LBS APPLIED TO 1 SO.FT.- -
<br /> PASS.VEIACHIE GARAGE..50 PST IF ELEVATED 2,000 t6-Pt. T4"Ctac PL'P J -'I4
<br /> I, ROOMS(NOT SLEEPING) 40.POF 10 PSF 50 PSF - ora T't-ti-oR -I.
<br /> SLEEPING ROOMS 30 PST 10 PSF 40 PSE. '7/t 'OST i NAIL_ °
<br /> 'I�I/ STAIRS 40 PSF 10 PSF 50 PSFITr v'7/ r`:'OG
<br /> -- OR 300LBPT.LOADON4 SQ,IN.' G�a5/1z oc
<br /> :0 I;
<br /> I.
<br /> Ftub
<br /> 1 a ( .. - ;sln_ ALL.BEAMS.gRDERS,HEADERS,RAFTERS de JOISTS TO BE HEM FIR NO. Z<(a PR.'r• .PvaTE W/`/i'9S P..3oL'1:5
<br /> 3I I' A•snL'z5 11 3 2 OR BEI ICI(AS NOTED ON PLANS.GLUED LAMINATED TIMBERS SHALL 9 A ,ka,X, s'oc •K Its.-1''z-.30co.tl t
<br /> I �� I N1 BE MANUFACTURED&IDENTIFIED AS REQUIRED IN AITC A190.1&ASTM 1- COL-1c2E; • 3"x 3"><,021,WASH E12.
<br /> {{ D3737. - 2 ULICO l LNv-'F-
<br /> - I III j _ GOISG.St-4
<br /> - - � / I '=-_. -:.1 ___ .I i :.PLYWOOD INDEX: CD.-ROOF&SUBFLOOR SHEATHING PER TABLE. 1 , 4'.
<br /> Aa P I sw P R503.2.1.1(1). WALL SHEATHING PER TABLE R602.33(3)&R602.3(4).
<br /> _
<br /> SHEATHING FASTENERS PER TABLES:R6023(1)&.(2) �2RDE .9 _'
<br /> sTuob� 5--><S-r6", STRUCTURAL- MEMBER.FASTENERS PER TABLE R602.3(1). ',9 ` '
<br /> ' 2ET" t L-LG - _I 4R'c3Al2
<br /> v✓Att- WOOD IN CONTACT`11TH CONCRETE,NEAR GROUND,OR WOOD EXPOSED
<br /> Z I-gy- l l�-N o" 4'-!a' TO WEATHER TO BE PRESSURE TREATED OR NATURALLY DURABLE WOOD -
<br /> BRACED WALL PANEL(BW /P)PER PER R31Z II_0�
<br /> R602. 7/(e OSB OR T-1-11 ()fitR ° • CONCRETE&REBAR
<br /> 0 GROOVE)48"MIN..SHEATHING - REBAR TO BE 60.000 PSI-GRADF.6q ASTM A706.WALL REBAR SHALL -
<br /> WIDTH NAIL 8d 6'EDGE, 12I
<br /> (m - BE PLACED NO CLOSER TO THE OUTSIDEFACE THAN�X�-1HE WALL
<br /> FIELD VERT.JOINTS OVER STUDS THICKNESS:REBAR COVER PER AD 318.FOOTINGS TO BEAR ON 1500
<br /> BLOCK HORIZONTAL JOINTS FLOOK-PLp,I�l soALE':%4"=I I-o PSF MINIMUM UNDISTURBED SOL CONCRETE TO BE MINIMUM Pc=2500 EGTIdI-..\ 5 c6,1.'3/8=i-O 4
<br /> PSI 0 28 DAYS(3,000 PSI FOR,GARAGE/CARPORT.SLABS,EXTERIOR -
<br /> 1 ALT.BRACED WALL PANEL PER - _ PATIO SLABS ON GRADE,de WEATHEREXPOSED BASEMENT,FOUNDATION
<br /> R602. INSTALL 2 ANCHOR BOLTS WALLS,PORCHES,AND STEPS W/5Z-7%AIR ENTRAINMENT).MINIMUM
<br /> AT Y PTS. &1800 L8 BLOWN. DESIGN EQUIV.FLUID PRESSURE=35 PCF OR PER SOILS ANALYSIS T c
<br /> a (STH08)AT£A END TO DOUBLE
<br /> IED STUDS "MIN COX P.W.8d USP STRUCNRAL CONNECTORS OF VALENT STRENGTH MAY BE
<br /> SUBSTITUTED FOR SIMPSON HOLDOWNS,STRAPS,AND CONNECTORS - 6
<br /> S Ia COMMON OR GALV BOX 6"o.c:.
<br /> EDGE, 12"FIELD BLOCK ALL
<br /> 2 HORIZONTAL JOINTS 10'MAX
<br /> PANEL HT.32"MIN WIDTH
<br />
|