1720 100TH ST SW 2022 Plans 2025-11-07 (2)

NASH 0. A550G I ATES ,ol. GENERAL NOTES I.All construction per applicable codes and ordinances. HANDRAIL 2015 IRG,IBG. I ERSON GRIP II<'-2.0 RTEOF Wp9HINOTON PROJECTION FROM 2.Verify ail dimensions on fob site.Bring discrepancies arm F�w�.LL WALL NO LESS NO51N5 to M attention of Owner and/or Designer. THAN I16'. STAIRWAY ILLUMINATION, 11 3.Owner Mil V I Mndow 5IZe5 and anufa turer(s)With OPEN RAIL 1 11 framer before 5ta^t of construc mtion. I. PROVILF 1-1—STAIRWAYS WTH AN ARTFICIAL OPEN SPACE BETI ii 11 II LIGHT Sg1RCE LOCATED IN TE IMMEDIATE PICKETS SHALL BE II II 4,One window per bedroom shall meet egre55 code. VICINITY OF EAGN LANDING OF TE STAIRWAY, LESS THAN 4"CLEAR 11 I1 11 11 CAPPBLE OF ILLUMINATING TREnns AND LANDINGS u 5.Skylight glazing per 201b RG, To Ll Y NOT LESS THAN I FOOT-CANDLES STAIR NOTES: ' SIMP50N JB210 rEA511RED AT TIE CE_OF TREADS PND RISER HEIGHT=T-5/4'MAX. 11 11 / b.and mCTVfgctUrBr Shall Supply shop dfaWings t0 owner OR EGTUAL FOR LANDINGS. TREAD DEPTH=10'MIN. `� II and framer to revuB and a before fabrication. 51N S JOISTS 1L HANGER PPr�' OMPSON WNP210-2 2.PROVIDE EC'TERIOR STAIRWAYS WITH AN ARTIFICIAL ` OR EQUAL FOR LIGHT SOURCE LOCATE)IN THE IMMEDIATE 2X4 STOP 5-242 '!.Owner WIII verify Installation. and heat layouts with VICINITY OF TIE TOP LANDING OF THE STAIRWAY. 2 2XI5 HEADB2 Installer before installaton.DOUBLE JOISTS STRINGERS w 3.THE RO 1-1L FOR ACTVAT lO GF 1TE INTERIOR FLOOR JOIST b.Under oil II bearingWg115,use double Its Or a5 GRAWLSPAGE STAIRWAY LIGHTING SHALL BE ACCESSIBLE AT 2XB O 16'O,C. 2X4 BLOCKING noted on plan. Double�lst or extra TJU under all non- F TE TOP ANp BOTTOM OF EACH STAIRWAY WITHOUT TRAVE251N6 ANY STEPS. MREBLOCK 5TAIR5: (FIREarOP) bearing Parallel watts. QI' REFER TO PLANS AND SHEET 61 4.TIE ILUMI-TIout OF EMEWOR STAIRWAYS SHALL ONCE IN TOP<BOTfoM FIRB?I.00KS FOR FOOTING SIZE AND REINFORCING M CONTROLLED FROM INSIDE THE DYELLINS UNIT OF FIN SETVEEN 5TRIN56i5 \ 9.TJI products to be installed per monufacturer'S oR AUTOMATCALLY CONTROLLED. <ALONG RUN BETVEB(STUDS \ installation guide and approved reports. O JOIST HUNG OFP WALL USABLE SPACE UNDER STAIRS \ 10.All metal connectfom to treated Woad shall be at a 'ZZ TO I HR FIRE(.ONSTPo)CTION \ DIP GalvanlPze lASTM le Zinc AX(6105 onne ors 65 ;Hot rYPE'W 6Y48.(TWO LAYERS for f—M il-and M A125). AT STAIR CEILING) ALL BATH ROOM FANS,KITCHEN HOOD, II.Manufacture Installationr's Stallation Instructlon5 Shall be AND DRYER DUCTS SHALL BE - s-o°eoTH BIB .pliable on the job site at the time of Irepec 1' EXHAUSTED THRU THE ATTIC TO for the In=tors Use and reference. RevfSed THE ROOF OR THRU THE FLOOR TYP I GAL STAIR DETAIL drawings shall be rBwbmitted far reviews. SY57EM TO AN OUTSIDE WALL. ALL WALL DUGT5 SHALL TERMINATE 8005 115TH AT LEAST 56"FROM A WINDOW OPENING. AVE AI'�. 24"CARDBOARD BAFFLE DESIGN DATA Kirkland ALLOW FOR P AIR SPACE MIN.EXTEND 12"ABOVE BETWEEN TOP OF ROOP LOADS, LL 25#/SF(SNOW) 98055 INSULATION. ROOFING MATERIAL FINISH PER ELEVATION BAFFLE AND TOP OF DL I5#/SF 2X BIRD BLK'G.W/ ON T/Ib"OBS SOLID GDX 24-0 PLYWOOD INSULATION. Tor40« 425) 828-41I"I 2"51-REENED VENT SHEATHING;INSTALL PER MFD. _ FLOOR LOADS, LL 4o#reF HOLES WITH 1/4" SPEGIFIGATIONS. LL ION/SF FAX GORRPSION RE515TANT (7/lb'05B AGX PLYWD®EVE5) _ roTAL 500/SF (425) 822-1918 MIN.I5#UNDERLAYNENT TYPICAL CAL O.G. METAL MESH COVERING TYPICAL® DEGIC LOADS. LL bo#/sF NAIL 6"EDGE,12"FIELD WITH T 8d NAILS UNLESS NOTED BLOCKING AI TOTAL 104ASF LL 50LID SHEATHING OTHERWISE WALL FIRE BLOCKING: SOIL. I5OO PSF MIN. O W� OR CID PLYWD. FIRE BLOGK ALL VERTICAL 2-2X TOP PLATE CONCRETE, 5000 P51 AFTER 25 DAYS I"d'E' O`-"ED 2X RAFTERS OR OPENING IN WALLS AT PLATE5 LAP CORNERS OFFSET -5000 P51 FOR EXTERIOR FOUNDATION R J TO WEATHER APPROVED TRUSSES BEARING AND FLOORS END JOINTS BY 48° —1 FORD 1 5r 1 ANv oR Z W MANUFACTURER'S SEAL. GARAGE SLABS-AIR ENTRAINMENT _ 2X FASCIA BD. SEE ROOF FRAMING PLAN EXTERIOR HEADER 15 BETVEEN 5-" (TABLE 402.2 iRC) O O I - W/TER FOR SPACING FLOOR JOISTS:SEE AT OPENIN65: MASONRY, PER 201E,IBC J F �T PLAN FOR SIZE d SEE PLAN FOR SIZE �JI d I 1) STEEL PER 2016 IBC(GRADE 60-IN)- H SPACING.DOUBLE INSl1LATION PER 2X STUDS® 5ES NOTE E`ELOW, Z W = 3 Q INSULATION PER WSEG JOISTS UNDER ALL 11J) PARALLEL WSEG Ib"O.G.TYP. FOUNDATION WALL REBAR: H PARTITIONS -1/6"O56 OR PLYN� HORIZONTAL AT 10"O.G.-GRADE 40 OKAY 0 Q Q I HTSG PLYWOOD VERTICAL AT 46"O.G. -GRADE 60 OR _ Y 2X CEILING JOISTS OR SHEATHIN6-NAIL b' VERITICAL AT 52•'O.G.-GRADE 4o OKAY Q F Y l/Ib"OSB PLYWD. BOTTOM CHORD OF TRU55 LOOR(GLUED EDGE,12"FIELD R404.133.T q p SHEATHING ILED)NAIL AT WITH 8d NAILS Z 50 D BLOGKIN6GE d 12"FIELD UNLF55 NOTED d NAILS OTHERWISE PER 2016 IE F I/2"GYPSUM WALLBOARD,Tl'P. AT ING,TYP ,` W Q O Q Vt/PVA VAPOR BARRIER 5 BRIDGING a NAILING, PER 2015 IBC NAILIN6PER TABLE v W ®WALLS AND CEILING5 .MAX.WHEN IS#FELT OVER 1 e02.5(U.R6o2.10 _ O V F. R JOIST ARE STUDS(SIDING WIND,es NIPHI MOMINAu,Ilo MPG NLTIMATEU Z Y SEE DETAIL ABOVE ON SOLID BLOCKING GROSS BRIDGING o HB. REED COND.ONLY) sElsMlc. zoNE-D J W IN THIS FOUNDATION FOR JOIST W.B. W INSIDE FOUNDATION AT BEARING,TYP. 8'O.G.MAX.WHEN BASE SHEAR=123 M Q FLOOR JOIST ARE INSULATION NOT SUPPORTED2X PLATE YEATTIERiNb POTENTIAL.MODERATE IU u N 2X P.T.SILL R-38 PLATE Vl/6.W.8.BELOW If15U�A-fESOLID RIM J5TFIN.GRADE R-21 MIN. 4"BEAM, DOU6LA5 FIR x2jTO 5LOPE ) RIM's_ 6"15EAM' fV="0 OZ VENT \ fb=900 P51 L AWAY FROM E=IgOBUILDING r bza"CARDBOARD ISHED BPSEMENT WOOD SIDING 4°POST• D U5LA5 FIR#2SA SLOPE NOT BE PART 6"Po fv2X4 GUTNEATNSEE ELEVATION/W MIN. ItS�(.. E PLANS SHEET FOR E=1,5oOpoo R rrP. EA.SIDE TYPE JOISTS<RAFTERS HEM FIR N2 rovTe -- <STUDS. fv=ISO r6V1910n5: #4 GONT.TOP P05T/BEAM STRAP fb=65O PSI > ITT=ITT=III= : GR,�. P�4GE E=I,Soo,000 d BOTTOM (SIT 0 SPLICES ICE d d M #4 VERTICAL 3/4'MIN � bbT®SPLICES OR 6Lu-LAM BEAMS, SEE F ATION ®Ib"O.G. CLEARTYP. EQUIVALENT) fb 51ZE #4 HORIZ.-O.G.SPACING pet(reduced bU elze _n .. faatar,GF�Ku 1$G 2018 = 40#FELT POST/ST1D WALL E=I,b00000 pal ®® III-III- '- � _ 51MPSON HGAMIO PER WALL WIDTH-SEE �— 20I0 Zia =�1=� ° tl OR A35 EACH DE516N DATA a RIGHT R-1 MIN. SIMPSON FU44 OR W X 0'ANCHOR BOLT VARIATIONS FROM THE ABOVE TYPICAL I SIDE OF P05T kv T AL PER POST SIZE ��Oy.NO LESS LUMBER CA AD WILL BE yW4LL Q POWDER , K PLINTH BLOCK i NO MORE THAN 12'FROM NOTED ON THE PLANS. ACTUATED NAILS _ _ �'.'. EA 51OPBIING,ANCETC j°MJOILTj. END. I.SUBFLOOR, —III III 4"GONG.SLAB ON EMBEDMENT WO GONG. TO PLYWOOD OR OSB APA RATED J 4"COURSE GRAVEL STURD-I-FLOOR IS-O.G.,3/4' 4"m D.S.TIGHTLINE u Z J L= I,.,_ - EXGEpr a STEAK wuLs.sff =III-III SHEAR WALL NAILING SGHMULE POSITIVE DRAIN f 6 m u iWHI, #4 GONE.HORZ.TOP Aw A fZ TEr�SHEEA IT1NG1 24/I6 'T/16" drawn bTO 5PLA5HBLOGK "� yOR APPROVED IQe e " ° N eheSolead.by:GN/RJ DRAINAGE l N - #4 STUB UP a 48'O.G. FOOTING FORINSU, 2:1 MAX. - - �. _ 'HOOK EXPENDED = b"WALL-b"XI2'FOOTINGb MIL BLACK'VISQUffN' SLOPE ;. III III-III WALL Ib"BELOW GRADE VAPOR BARRIER 2-#4 GONE. C DER ENTIRE10 MIN. #4 STEEL-4b'O.G.VERT. TYTPI LL L vTE 12"0...HORIZ. -. _" -.. CONT.IN FOOTING — b' WALL--I"XIb"FOOTINC5 SECTIONS #4 STUB UP SEE SEE FDN.PLA ALL FOOTINGS TO BEAR ON SCHEDULE FOR 5"MIN. FOR PAD 51ZE �_-.O Ib"$FLOW GRADE /' FIRM UNDISTURBED SOIL SPADING GLEAR - a_ - #4 STEEL- 15 O.c.H =P-T. G- 4".P PERF.FOOTING DRAIN TILE TYPICAL THIS STAMPED PLAN IS SITE SPECIFIC AND 15 TO BE USED FOR W/CLOTH COVER d GRANULAR ONE SITE ONLY. BASIC,PERMITS FOR MULTIPLE SITES ARE NOT —10"WALL-5"XIb"FOOTING COVER AS REQ'D.BY 501L COW. TYP I C.4L YNALL SECTIONS AI-LOVED N11TH THIS STAMPED PLAN WITHOUT ATTALFED 24"$FLOW GRADE WRITTEN PERMI55ION OF THE ARCHITECT OF RECORD. #4 5TEEL-45"o.G.VE W O.G.HORIZ. -