1726 100TH ST SW 2022 Plans 2025-11-07

NASH 4 .�.SSOG I .TES GENERAL NOTES #AMOF—DE .O� I.All construction per applicable codes and ordinances.HANDRAIL: 2015 IRG,IBC. N 6WPIK•-2.0 2.Verify all dimensions on Job site.Bring discrepanciesN reTs ARe wNb PRo.ecnoN FROM HALL No STAIRWAY ILLIA-IINATION. THAN IVj.LESS N051N6 to the attention of Owner ancUor Designer. II 3.Owner will verify window sizes and—facturer(W with i. PROVIDE INTERIg2 sTAIfLNgYs Wlnl AN ARTFICIAL OPEN RAIL, /(E BEEIE �I Ii framer before start of--trUctlon. mci SOURCE LOCATEp IN n+E IMMEDIATE PIG.'ETS SHALL BE II II II j 4.One WIndOW per becrOom Shall meet egress Lode. VICINITY OF EACH LANDING OF TE STAIRWAY, LESS THAN 4"CLEAR II II CAPABLE OF ILLUMIN .TREADS AND LANDINGS 5.Skylight glazing per 2016 JAG, TO LEVELS N�11OT LESS THAN FOOT4ANDLES O MP GiU FOR MEASURED AT nE LENTBR aP TREADS MID STAIR NOTES: '� ji 1� OR EQUAL FOR LANDM65 RISER FEI6Hi=T-W4•MAX II I 6.Truss manufgcWrer Shall 5 sh drOwln to Owner SINGLE JOISTS TREAD DB'Ti=10'MIN '� II f/ WP y op g5 SIMPSON WNP210-2 � PROVIDE EXTERIOR STAIRWAYS WITH AN ARTIFICIAL HANGER and framer to review and approve before fabrication. OR EQUAL FOR LIGHT SOURCE LOCATED IN TIE IM-1EDIATE 2X4 STOP VICINITY OF THE TOP LANDING OF TE STAIRWAY. 5-X12 $ T.Owner will verify elect-I—I and h—t layouts W lth DOUBLE JOISTS 2_2x0 HEADER STRINGERS Installer before Installation. 3.THE CONTROL FOR ACTIVATION OF T1E INTERIOR GWWVLSPAGE STAIRWAY LIGHTING SHALL 6E ACCE551ELE AT FLOOR JOIST 8.Under all allel bearing TIE TOP AND BOTTOM of EACH bTAIRWAY 2%B a 6°O.C. FLOCKING parallel g woos,use double Joists or as ��yy W WITpUr TRAVERSING ANY STEPS. t (FIRBTOP) noted an plan. Double Joist(or extra TJ1)Under an non- W E"t ONCFIRE IN T STAIRS: 'q bearing Parallel walls. REFER O PLANS AND SHEET GI 4.THE ILLUMINATION OF EXTERIOR STAIRWAYS SHALL OF I IN TOP 6 BOTTOM FOR FOOTING SIZE AND REINFORGIN6 BE CONTROLLED FROM INSIDE nE DWELLING UNIT OF LO&RLW N STRINGERS \ FI�I.00YS 9.TJI prOducts to be Installed per momfoctu—'s ~ OR AVrOMATGALLY CONTROLLED. t ALOtdS RI,N♦3ETH� SNDS Instgi atlon guide and approves reports. O JOIST HUNG OF°P WALL LsAmr SPACE A DER sraRs 10.All Metal connecbans to t sated wood snap be at a Z 0 TO I fIR FIRE GONSTPo,ON minimum;triple zinc ZMAX(G 85 per ASTM A653);Hot 52•TYPE 7C'bri8.(TWO LAYERS Dip Galvanize(ASTM Ai23 for connectors and 'lot AT STAIR CEILING) far fasteners and anchors). ALL BATH ROOM FANS,KITChHEN HOOP, *�^n% II.ManvfacWrer's instgllatlon Instructions Shall be AND DRYER DUCTS SHALL E.E s• a I" vallgbl,u er the tab site at the time of Inspection, EXHAUSTED THRU THE ATTIC TO TYPI GAL STAIR rH SVEs for the In an spectors use and reference. Revised THE ROOF OR THNRV THE FLOOR DETAIL drawings shall be resubmitted for reviews. SYSTEM TO AN OVTSIDE WALL. ALL HALL DUCTS SHALL TERMINATE AT LEAST Se"FROM A WINDOW OPENING. 5005 I ISTTT1111 24"CARDBOARD BAFFLE ALLOW FOR V AIR SPACE AVI=. N.E. MIN.EXTEND 12"ABOVE DES 1 GN 1: ,ATA Kirkland, AA INSULATION. ROOFING MATERIAL //��BETWEEN TOP OF ROOF LOADS: LL� /sP(SNo1w C15035 FINISH PER ELEVATION BAFFLE AND TOP OF DL 15a/5F (425) 525-41 I 2X BIRD BLK'G.W/ ON"1/I6"OBS SOLID PcDxER FD. PLYWOOD INSULATION. TOTAL 40•/Er 2"SCREENED VENT SHEATHING;INSTALL PER MFD. FLooR LOADS, LL 4on/sF cr wsE FAX POLES WITH I/4" SPE"0513 IONS. GORRPSION RESISTANT (T/I6°05B ACX PLYWD o EVES) =F DL l� (425) 522-1915 METAL MEStf COVERING MIN.I5#UNDERLAYMENT IOd o 6"O.G.. TOTAL-SO#/sF NAIL 6"EDGE,12"FIELD WITH TYPICAL a DECK LOADS. LL 60</SF 8d NAILS UNLESS NOTED _ SOLID$VENT DL 10�/sF SOLID SHEATHING OTHERWISE WALL FIRE BLOCKING: BLOCKING TOTAL 70#/9F !L OR GDX PLYWD. SOIL, I500 P5F MIN. O m WHERE EXPOSED FIRE BLOCK ALL VERTICAL 2X RAFTERS LE 2-2X TOP PLATE CONCRETE, 30p0 PSI p TO WEATHER APPROVED TRUSSES BEARING OPENING IN WALLS AT PLATES AFTER 28 AYSLAP GORI�RS OFFSET -3000 P51 FOR EXTERIOR FOUNDATION MANUFACTURER'S SEAL. AND FLOORS END JOINTS BY 4 F __ 2X FASCIA BD. SEE ROOF FRAMING PLAN EXTERIOR HEADER GARAGE SLABS-AIR E TRAINMENT j p O W _Z W/METAL IS E'ETHEMN S-T (TABLE 402.2 Ill J F 3 GUTTER FOR SPACING FLOOR JOISTS:SEE AT OPENINGS:PLAN FOR 51ZE 4 .n O SPACING.DOUBLE SEE PLAN FOR SIZE MA5oWY, PER 201H IBC STEEL PER w201ao—I BBC(GRADE 60 MIW- \ 7 W 0 INSULATION PER W SE SEG JOISTS UNDER ALL INSULATION PER 2X STUDS o E MOTE ELOW s-. PARALLEL WSEC 16"O.G.TYP. FOUNDATION HALL REEAR. PARTITIONS VI6.055 OR PLYWD HOR1zoNTAL AT Io^O.G.-GARDE 40 OKAY O H Q z Z 2x CEILING JOISTS OR 3/4"TJ7G PLYWOOD VERTICAL AT 4H"O.G. -GRADE 60 OR W z 0 - 7/I6"O56 PLYWD. BOTTOM CHORD OF TRI,55 SUB-FLOOR(GLUED SHEATHING-NAIL 6" VERITIGAL AT 32"O.G.-GRADE 40 OKAY SHEATHING EDGE,12"FIELD R4O4.1.3.3.1 E NAILED)NAIL AT WITH 8d NAILS Q O 50 D BLOCKING 6��EDGE E 12"FIELD UNLE55 NOTED ��UUUI Z 1/2"GYPSUM WALLBOARD,TYP, AT RING,TYP W/IOd NAILS OTHERWISE ,\ F H I W/ ALL VAPOR BARRIER GRO55 BRIDGING o HOOD' PER tole IE1G .` v W Q Z J o WALLS AND CEILINGS 8'O.G.MAX.WHEN NAILING, PER fG r1 R 20I6 IEAL1NGPER TABLE SEE DETAIL ABOVE JOIST FLOOR J015T ARE 15#FELT OVER RbC'2.3(U.Rbo2.10 — W N O O H IN THIS SHEET FOR JOIST SOLID BLOCKING GR055 BRIDGING o T SUPPORTED STUDS(51DIN5 wlNv.63 MPH(NOMINAL),Ito MPG(ULTIMATE) INSIDE FOUMDATION AT BEARING,TYP. 8'O.G.MAX.WHEN GA^I.B. W COND.ONLY) 5E15MIG, ZONE_D Q J to W INSULATION FLOOR J015T ARE Bn E sFIEAR=12,5 M Q Q Q Q 2X P.T.SILL IR�B NOT SUPPORTED 2X PLATE WEATTHI9RIN6 F'or>=rNrIAL.MocERATE PLATE Vy/G.W.$.BELOW I INSULATE FROST LINE.24" 21 SOLID RIM J5T E.P.P.. FIN.GRADE o RIM V TO SLOPE / ———— R-21 MIN. 4"BEAM, D LAS PIR 02 AWAY FRO RIM1n15T 6"8EAM. fv I60 W z M ` FO BUILDING vEmm�a"OARDBOARD UNFINISHED BASEMENT E'�POO L = 2X4 OU55ET i F, `q` MAY NOT BE PART SEE ELEVATION 6"PO T, fv IDS FIR.2 N' . - C/a•MIN.S EA.SIDE _————t�SX. OF THE PLANS SHEET FOR E=I,�oo,000 >- ot #4 CONT.TOP PO5TBEAM STRAP TYPE rdesvlslons: JOISTS f RAFTERS fiEM FIR•2 = T_I=1T—III GRA PfS.GE }IY P b BOTTOM (SIMPSON 66L 6 a snros, E=a'�p� 3/4°MIN 66T o SPLICES OR f ATION #4 VERTICAL 6LU-LAM ELEAMS. o I6"O.G. CLEAR rn. -x§ EDUIVALENT) fv=240 Ps1 mN =III ¢ PLAN SIZE #4 HORIZ.-O.G.SPACING ft-240p by size ®#x _ 90#FELT POSTA TUD WALL I cod — _ SIMPSON H6AMI0 ALL WIDTH-SEE ISG �018 z i PER W �—III-1 OR A35 EACH DESIGN DATA o RIGHT ob'x Io•MJCFgR BOLT NOTE. I Rai �018 F I_ III L=-1 51DE OF P05T J^1/ - R-1 MIN. SIMPSON P844 OR 3SQ, •�TE VARIATIONS FROM THE ABOVE T MAL PER P05T SIZE s 46.O.G.NOLESSTWN411. LUMEER GRADES WILL BE TYPICAL iv mm d ACONUATEp NAILS K PLINTH BLOCK i No MaRE THAN O•FROM NOr ON THE PLANS. W —III—III g OPBLN6,ETMINI�•�• I.SUBFLOOR, �LL° 4"GONG.SLAB ON TdG PLYWOOD OR OSB APA RATED 4"�D.S.TI6HTLINIE 2 III 4"COURSE GRAVEL EXCEPT,s'r' w`ALL,SEE STURD-I-FLOOR IW O.G.,5/4" POSITIVE DRAIN f a LL _I =Jill 1_I SHEAR WALL NAILING SCJEMILE, TO 5PLPSHBLOGK HALL a ROOF.....THING: ODRAINAGE APPROVED w #4 CONT.HORZ.TOP APA RATED SWEATING 24/I6 -I/W. drawn byy < o F 4 #4 STUB UP FOOTING Fop- 6 GMBGHcBGT.by:GN/RJ 2:1 MAX. III MIL BLACK'YIEXiN1ffN' SLOPE " I-J1-11 WALL — 6„WALL-6"XI2"FOOTING VAPOR BARRIER ^a�INSULATE =III—III 15"BELOW GRADE GORE(R 10 MIN. III= #4 STEEL -45"Q.G.VeRT. TYPICAL 2-#4 STUB Up P UNDER ENTIRr�SLAB = 12"o.G.HORIZ. ` GONT.IN FOOTING WALL ALL UNDISTURBED TO BEAR 01L ON S4 S7U8 UP SEE SEE PDN PLAN = 8"WALL--T"XI6"FOOTING 3"MIN. .� 18"BELOW GRApE `••aCTJ FIRM UNDISTURBED 501E SCHEDULE FOR CLEAR FOR PAD SIZE SPACING *4 STEEL-45"O.G.VERT. �� 4"m PERF.FOOTING DRAIN TILE TYPICAL 0 15 STAMPED PLAN 15 51TE SPECIFIC AND IS TO SE USED FOR 10"O.G.HORIZ. W/CLOTH COVER G GRANULAR ONE SITE ONLY. BASIC PERMITS FOR MULTIPLE 51TEB ARE NOT —10"WALL-WXI5"FOOTING COVER As REGD.D.BY SOUL COND. TYP I i 1 HALL SECT 1 ONS ALLOJED WITH THIS STAMPED PLAN WITHOUT ATTACHED WRITTEN PERMISSION OF THE ARCHITECT OF RECORD. 24"BELOW GRADE #4 STEEL-45"o.G.VERTIN . 8"0,.HORIZ.