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<br /> � � �_-�-I NN•j ' � �'u''� - TION PW�1 NOTES
<br /> �,J'�M �y�-f F3!ppp���yCj��'''p�p +pA•IC� �. ALL BEAMSTO BE B x12 UNLESS NOTED OTHERWISE.(UNO)
<br /> `T.•�r,{',t•IG(r[7� �fY4�•,�1•"�J5'�'�` f?,r F•�j 2 SOLID BLOCK OVER ALL SUPPORTS. '
<br /> IHnWI 1.I GS•-•L1J M� A DECK FLOOR FRAMING SHALL BE 2 x B®iS"o.c.(UNO).LEDGER OFF EXISTING RIM AND ALIGN NEW
<br /> fL�W/avle DECK JOIST WITH EXISTNG FLOOR LEVEL
<br /> 1 I! •; 4. EXTERIOR FRAMING MATERIALS SHALL BE PRESSURE TREATED.
<br /> �
<br /> ��A/�r & ALL WOOD POSTS TO BE B x 8 PRESSURE TREATED,SUPPORT ALL BEAMS WITH POSTS OF EQUAL
<br /> qq
<br /> LAILM/ILYs.M1„ `. �INyIIfMt ! WIDTH(UNO).
<br /> IA.IIK Lm, IL WOOD POST WN 18"ft.48"THK CONCRETE FOOTING,UNO
<br /> . r T PROVIDE 1?'AIRSPACE BETWEEN CONCRETE 8 NON-PRFASURE TREATED WOW
<br /> i II, PROVIDE SPLASH BLOCKS AT DOWNSPOUTS,SEE ROOF FRAMG PLAN FOR DOWNSPOUT LOCATIONS.
<br /> 9. ALL FOOTINGS TO BE 11T.MINIMUM BELOW FISH GRADE AND TO BEAR ON UNDISTURBED SOIL STEP
<br /> �
<br /> - i FOOTING AS SITE REQUIRES.
<br /> �•/w p)w /• ��y u� 14 ALL FALL RAMING ARDWARE TO BE SIMPSON.TOPRESSURETREATEDROVID ALB SHALL MANUFACTUREE ALL HOT RECOMMENDED FASTENERS.
<br /> L• — lMrl..1�tIRI1.�'
<br /> Ir I !'f'V� I�D�IIi�l4'OF' GENERAL NOTES
<br /> (If#1t? F anc yy� I Ni 1. ALL JOISTS,RAFTERS.STUDS,BLOCKING AND BRACING SHALL BE HEM-FIR Y2 OR BETTER
<br /> 1 R 1 it L BV Vf �1}1W� p{I�3 y� Fv=75PW,FD=B80 pok E=1300000 psi.UNLESS NOTED OTHERWISE.
<br /> L ALL SAWN BEMIS,HEADERS,POSTS,LINTELS,AND GIRDERS,4'NOMINAL,SHALL BE DOUGLAS FIR-
<br /> off1 J it-I) fi cow— %V.cat r� LARCH d2 OR BETTER Fv=95 0,Fh-875 psi,a=1800000 psl�,S'NOM,SHALL BE DOUGLAS FB7-LARCN
<br /> ._1 - E ORBET7ERFN ESSoi,N TED OTHERWISE
<br /> THE
<br /> E-1-J Ly �Y '�• - �•. < a .�. Xt�j. E LGLU 04-A UNLESS NOTED OTHERWISEON PLAN.
<br /> ` 3. ALL GIUEDLAI SODOWO TIMBER SFiNl BE KILN DRIED DOUGLAS FIR 24 F-V4 OR BETTER,Fv=175 paL Fe
<br /> - �4 1 ;�►. _ .���• a�,'�. °2400 psi,E=1600000 psi.
<br /> \ - _ „ x 4 , F I ELEVATION
<br /> 3I RESIDENCE EV TION NOTES
<br /> • 1. PROVIDE 1 X LAP SIDING AT GABLE ENDS AND FRAMED RAILING WALLS.FINISH DETAILS AND MATERIALS
<br /> f,•• TO MATCH EXISTNG AND AS SHOWN ON ELEVATIONS.
<br /> ITh. r-•{� L PROVIDE TRIM AS SHOWN ON ELEVATIONS AND TO MATCH EXISTING
<br /> v J _ '� - •�.�!•'� �•• ]. PROVIDE CONTINUOUS METAL GUTTERS ON 2 z WOOD FASCIAL MATCH AND TIE INTO EXISTING
<br /> /� f �• S' `'� DOWNSPOUT/GUTTERSYSTEM.
<br /> ti s• ,• - 4. PROVIDE BINSTAII COMPOSITION ROOFING TO MATCH EXISTG RESIDENCE MATERIAL.B COLOR
<br /> • Y F. PROVIDE PLYSON OVER RAFTERS WITH^GROOVES TO INSIDE.
<br /> 1� (J�( YO
<br /> '� e. INTENT IS TO TIE INTO AND MATCH EXISTING RESIDENCE ELEVATIONS AND DETAILING.
<br /> ' _ ,I)j 7. TRIM POSTS WrrH W NMRL WITE WOOD,2 x 8 WE TIM 2 x8 CAP TRW,
<br /> OVAf 7H. sLft fff!1 111�yyNNN... WtR
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<br /> fom FILE Of 51mm
<br /> I- rou �` SfI e I"„P-ouJ6, ! 2%4 FEW WN.I.w/nD:
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<br /> w/551I 4"MAX,5PNCE
<br /> 201 tE R w/SINt'50N v0 uo`Sj�l[eYT�t�
<br /> . .15f.N4N�R3.y$�1k4�lAG 2 ,
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<br /> FfObT1=RJA11fNOPUlN �=
<br /> 515.FER MAN
<br /> - ._._ g A�, (81.(KKMAWEN.15T5.)
<br /> ' 1. ALL BEAMS AND HEADERS TO BE 8 x12(UNO), y'W T +L }• F.1•BF.,AM FER FI.JN)
<br /> L SOLID BLOCK OVER SUPPORTS }. 1 _ POSTI BFieµl CM'SIZE
<br /> Al w �P •" L PROVIDE PRE-MANUFACTURED ENGINEERED TRUSSES®24'o.c 8 F'Fi0VI0E 3B.&SON HARDWARE AS A 1
<br /> \ NEEDED FOR A COMPLETE INSTALLATION. 1
<br /> Uj WW
<br /> 4^ OVERBUILD ROOF FRAMING SHALL BE 2 x 8'e 24 o.c.,BLOCK 0 EXISTING ROOF FRAhSNG sxp c V� '� F,T.F05T f 5R PI Ml +
<br /> L PROVIDE CONTINUOUS METAL GUTTER ON 2 x WOOD FASCIA MATCH EXISTING. i ���LLL...,,, FOSr(jA -SIS
<br /> G"T L ROOF FRAMING SHALL NOT BE ALTERED IN THE FIELD WfTHOUT PRIOR BUILDING DEPARTMENT x. ArF05f C'-5Z e
<br /> L'1"'L"jp`Ily APPROVAL OF THE ENGINEER'S CALCULATIONS 8 MODIFICATIONS.
<br /> 7. ROOF FRAMER SHALL FIELD VERIFY ALL DIMENSIONS AND ALL NOTED SETBACKS. � j I
<br /> �• ROOF FRAMER TO PROVIDE ALL METAL HANGERS FOR ALL ROOF FRAMING CONNECTIONS. ��
<br /> f. ALTERATIONS OF FRAMING LAYOUT SHALL BE COORDINATED WITH THE ENGINEER. �:•�[, i •I
<br /> (%'L;I O -PJIAt.}; I&PROVIDE 2T x 30'men.20 MINUTE FIRE RATED ATM ACCESS DOOR WITH 30'CLEAR HEAD SPACE AWE.
<br /> IMETER MAINTAM ACCESS TMRU W7 \ .ft 4.0 Z.r /%� 1Q I501.A1�U
<br /> q/ DOOR SHALL BE SELF-CLOSING HR40EES—AND SMOKE SEK AT PER 1, (ANG DETAI. —
<br /> EXISTING ATTIC ACCESS POINT WHEN CONDfHON3 MEET ABOVE s�DUILEMENTB. e
<br /> W (7V�W
<br /> —...___ •;'.s
<br /> I. ALL TRUSSES TO BE DESIGNED BY A PROFESSIONAL ENGINEER AND FABRICATED,MSTAUJO
<br /> AND BRACED AS SPECIFIED BY ARCHITECT,ENGINEER AND TRUSS MANUFACTURE. )NAL 1` FER PIPN
<br /> C`I L ALL ROOF TRUSSES SHALL CARRY A MANUFACTURER'S STAMP. '
<br /> y L ROOF TRUSSES SHALL NOT BE ALTERED IN THE FIELD WITHOUT PRIOR BUILDING w - yr • e
<br /> S ( DEPARTMENT APPROVAL OF THE ENGINEERS CALCULATIONS B MODIFICATIONS.
<br /> L PROVIDE TRUSS DESIGN DETAILS 8 DRAWINGS ON SITE FOR FRAMING INSPECTION. y e3 -•+ /{' /" Lf
<br /> S. TRUSS MANUFACTURER SHALL FIELD VERIFY ALL DIMENSIONS AND ALL NOTED SET
<br /> R BACKS. I / �[•� ma
<br /> TRUSS MANUFATURER TO PROVIDE ALL METAL HANGERS FOR ALL TRUSS CONNECTiONKSS
<br /> G LIE, 7. SUILOALTERATIONSEP OF TRUSS LAYOUT SHALL 8E COORDINATED WITH THE ARCHITECT AND
<br /> BUSOMID DEPARTMENT,
<br /> >'tLN amt i 4iv txv,
<br /> WVERED DECK AOINT"FOR:
<br /> p - TERESA MAKI
<br /> + -- — 1002 W.MUKILTEO BLVD.
<br /> 9VCRETT, WASHINGTON
<br /> 1 ' L J. L L I- .r woY. 12l%*014
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