2617 VIRGINIA AVE 2017-07-28 - Laserfiche WebLink

TYPICAL MAIN FLOOR PLAN NOTES CW DESIGN,INC. MATCH EXISTING MAIN FLOOR PLATE d.119o1 HEIGHT(9'-0"d- TYP UNO) P.O.Box 478 Renton,WA 98057 MATCH EXISTING WDW HDR HT 425-271-0082(011.) 22'-3"•/-(FIELD VERIFY-ALICdd W/EXISTING WALLS) NEW EXTERIOR WALL CONBTRJCTION: 425-228-seas((.x) SIDING PER ELEVATIONS ©Copyright 2012 MINIMUM 151 BUILDING PAPER(HOUSE WRAP) CW Design,Inc -WALL SHEATHING PER PLAN STEPS TO GRADE -2x6 HIM STUDS AT 16"OC m -R-21 INSULATION NEW INTERIOR WALL CONSTRUCTION: 3 -I/1°GU.3 AT EACH BIDE 0 9 -2x4 STUDS AT 16"OC o Nm n y, 15 g z �ua'.�TO�.•��°"U Tz P ,'R K `ryl IV PI-4 INSTALL FIRE BLOCKING AT ALL WALLS OVER --- u10 81.1 a 1�I a =�B T Ila'-0"IN HEIGHT AND AT ALL PLUMBINCs AND 11 11 4 MECHANICAL PENETRATIONS(TYP UNO) 4�— 4Xb "'. ��'� . TO INSTALL 2.BLOCKING(FULL STUD DEPTH)FOR = ---- _ FWvu mcw INSIGN,N,w`nIEoIXa�+w Qp 3 N WALL i U- pp ATTACHMENT OF UPPER CABINETS(TYP tNO) ----_---- 3 "0 �p�@�.} I I M S INSTALL 1/1"GWS AT ALL USEABLE AREAS UNDER #10 FLR d �a T—T— I I TL STAIRS(TYP UNO) I4 -------� ---------- HDu.0 Ar e 0 1 v .. 1 1 40 50 SH 9 ALL DOORS AND WINDOWS ARE MEASURED TO 91.1 _________ 0, _____ 14 X i8 (1 +b THE CENTER(UNCI _—_—_—_—_— FIREBLOCK BETWEEN STUDS AT ALL SHCWERS ° 42"H WALL 42'N WALL STALLS,WALLS TO BE WATERPROOF TO A MIN OF i .12"ABOVE THE FLOOR ~-1212 T EA E L•—— I � WINDOWS WITHIN.60"OF TUB OR SHOWR 1g i SIDE I C WALKING SURFACE TO BE SAFETY GLASS 51.1 I m 5Npum"p 3 2 I!1" --� v SYMBOL LEGEND ml 1 ' � Q L `fl 110 V.INTERCONNECT WITH BATTERY m a lil r.7 OSD BACKUP (E)2x10 FLR i fE)2x10 FLR p Q 9°3 EX STING WALL O 110 v.INTERCONNECT/CARBON MONOXIDE (SET ON TOP � fSET ON TOP Q N a I ? l VERIFY EXTERIOR ALLIS $DCNi DETECTOR(COMBO UNIT)WITH BATTERY OF NEW GBACKUP LS) B i OF NEW GLS) W N ul 1 HOW 2.6 -� 30"CKTOP ARE SHEATHED W/ /16" >1 WALL I I W/MIN 100 I PLYWD NAILED W/ AT yy W �I r"1 O 1 1 CFM AN 9 i 6"OCE ALL EDG S LR �IDE)MINIMUM SO CFI-INT TO E I BLOCKED ADD(2)2x10 N LL. a GUARDRAIL A 36-1 HIGH 9b oz36"_'MIS 1 1 TOWEL BAR PER PLAN. INSTALL AT —1-- W .48"AFF N _ R_) OVEN > _3 "x9"GLB(UP) p HEAT REGISTER. VERIFY LOCATIOtJB —. .—.�.�.�.�._. � lry+ A ® WITH MECH CONTRACTOR " Lry((-V IS 15 !I°" S LL A 019_ `\OPEN 6R a) •� RIS , MEDICINE CABINET. VERIFY ROUGH 6 ( ) i T 7 'ff ti •� Q 9 4 H 1= OPENING MEASUREMENTS PRIOR TO HA RS AT NE 4x10 1- FRAMING ----- .x _LB lUP) i X `rylry+ INSTALL FIRE BLOCKING I ,y X SHEAR WALL DESIGNATION-REFER i OP�y FOR UI CP ALONG STAIR STRINGER O s I !� W TO SHEAR WALL SCHEDULE FOR I-------- ,di AT ALL CONCEALED �I-N� w + NOTES 9 SPACES AND AT eDCM� �ry1ry :LOW CLG x ➢ = MID-RUN OF STAIRS VI '2)2x10 �/ \� ..Q n - -_ -- n 2�EXISTING WALL TO REMAIN = -_ 2 _ —_ > 'a o---- N LLI '^ I > m >�NEW WALL TO BE CONSTRUCTED ------------ PI-4 mI I 2. `.� 18 I EXISTING WALL TO BE REMOVED 13 91.1 to 12'-21R"./- I1 4'-21Q" 2'-6" 3'-4' SLIJI 13 18"x24"CRAWL /1.12.10 FLR !E)2x10 FLR _ _ I 2 I SPACE ACCESS VINE _ I I 20 --I TYPICAL FOUNDATION NOTES !SET off TOP BI SET aV TOP I FOYER INSTALL 1/I6" OF NEW GLS) !31 7, X. OF NEW GLS) HOW 4, PLYWD TO INSIDE FLOOR DESIGN LOAD =lm� EXISTING 1 -- FACE OF WALL, LIVE LOAD -40 PSF fl DR LOCATION —NAILED W/I6 i (REPLACE D I + 3oGAUGE x I-3/4" DEAD LOAD - 10 PSF 11 .�j 1 rylry STAPLES SPACED ALL FASTENERS IN CONTACT WITH PRESSURE 81.1 + I F AT 3"OC W/ALL TREATED MATERIAL SHALL BE MOT-DIPPED x9"GLB(UP) ---- - EDGES BLOC D GALVANIZED OR STAINLESS STEEL _ A. POSTE,BEAMS AND FLOOR J018T5 PER PLAN C4 a —1x4 WALL W/R-21 't i !a (a� IQx � @ Of I6 RIGID INSUL PH _ PROVIDE DBL)675 UNDER ALL PARALLEL I I WALLS(TYP uNo) - I I I 1 I ID I IN4 5L1 No. Remarks Date B _LIN€QF -ASV__ FLOOR SHEATHING PER PLAN (Z)2x COL I 12 1 0 it I 1 Submittal Set 01/09/13 e 0 SYMBOL LEGEND e 1 418 I b I Cr 2 City Comm 02/05!13 0 = L�. -•4W-- POST AND BEAMAIDR PER PLM!® 9FLOOR JOISTS PER PLAN EXISTING FLOOR JOISTS PER PLAN �ASIMPSON HANGER PER PLAN 2 21/4" 3'-9I'-101/2" r-m 10'-11/2" 22'-3"./-(FIELD VERIFY- GN W/EXISTING WALLS) I SHEAR WALL SCI-IEDULE I I 1I SHEARNAIL SPACING ALLOWABLE SHEAR 1 l A B C WALL NAIL TOP/BOT. BLOCKING HEM-FIR-2 (Rl (r, Sheet Name: DESIGNATION SIZE EDGES STUDS A V V PLATES REO'D. /FT. P I-6 ad 6" 12" 6' YES 210 Main Floor Plan/ P;-4 ad 4" 12" 4" YES 310 . Upper Floor P 1-3 ad 3" 12" 3" YES 400 N MAIN FLOOR PLAN 1-1-2 ed 2" 12" 2" YES 525 N UPPER FLOOR FRAMING PLAN Framing Plan P 2-3 ad 3" 12" 3" YES am P 2-2 ed 2" 12" 3" 7E9 1,050 (4) Scale: 1/4"=1'-0" SHEARWALL SCHEDULE NOTES: 9NEARWALL SCHEDULE NOTES(CONTINUED} Project No: 12085 /I6' P D YWOOD OR ORIENTATED STRAND BOARD(O.SBJ ON 4. L BO D WALL,JOINTS SHALL FALL ON SEPARATE ONE SIDE OF WALL.P2"1/16"APA.RATED PLYWOOD OR ORIENTATED STRAND STUDS EACH SIDE 5. ALL PANEL EDGES BACKED WITH 2-NCH NOMINAL FRAMING Date: Feb 5,2013 BOARD(O.SB.)ON EACH SIDE OF WALL. FOR PI-6 4 PI-4 SHEAR WALLS.ALL PANEL EDGES BACKED WITH 3x FRAMING AT 2. FOR PI-3,PI-2,P2-3 AND P2.2 SHEAR WALLS USE 3x STUDS AT ADJOINING PANEL PI-3,PI-2.P2-3 1 P2-2 SHEAR WALLS.INSTALL PANELS EITHER HORIZONTALLY OR Drawn By: WJB EDGES,AT ADJOINING PANEL EDGES.AT MUDSILLS NAILING SHALL BE STAGGERED VERTICALLY.SPACE NAILS AT 10°ON CENTER AT INTERMEDIATE SUPPORTS. PER FOOTNOTE(1)OF USC.TABLE 2306.4) 6. ALL ANCHOR BOLTS SHALL BE INSTALLED WITH HOT DIPPED GALVANIZED PLATE N 3. NAILS SHALL BE ad COMMON(d•.131 CH) WASHERS. Status: Submittal Set 1. REFER TO FOUNDATION PLAN FOR ANCHOR BOLT SIZE.SPACING MID MUOSILL/RIM / II CONNECTIONS. Ivlp A3.0