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JOEY <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �e DESIGN <br /> �WAft <br /> s�m,�Lue�00. <br /> TEL.tN).206-2<0-7006 <br /> 76TH ST SW ; <br /> EXISTING Q Q <br /> DRIVEWAY I <br /> -------"-------"------ i�RO JECT DESGR I i�T I O N <br /> NEW (5)5.5'XI8' <br /> 0 EXTENDED \\ 1 ` I PARKING 5TALL PROPOSED GARAGE CONVERSION m <br /> DRIVEWAYCD <br /> m 152 S.F. J J ; `✓ WALKWAY Q N <br /> ^ I ^ ! _ QO <br /> �' S.o \ I (i=) 29'-o'I1 TO HOUSE OYNNER <br /> 6) <br /> HA57YIMER MULU A VICINITY MAP CnQ <br /> y-------;y ----- AREA OF WORK I6 76TH ST 5W NTS I— <br /> (384 S.F.) EVERETT, WA c18203-6350 <br /> L v J <br /> PHONE: 2066284l74 <br /> �— <br /> Additional Permits Are Required <br /> - - S1TE ADDRESS (—) <br /> This Project To Include: �L(—) \ <br /> C <br /> S w <br /> 16 7 Sprinkler 6TH 5T SW Plumbing ❑ P CO Lc) <br /> ENTW EVERETT, WA c15205-6350 Mechanical ❑Fire Alarm _� w <br /> [�FARCEL 1 Electrical <br /> D # APPROVED <br /> 003g3500000105 o EX1571NG SIT`,"0FE>EREi i <br /> IOUSE I REVIEWED FOR PERM' N NG DEPARTMENT <br /> Office of Comm �ly,Planning fl Economic Development <br /> LOT AREA <br /> Name _DATE: y <br /> 10455 5F (0.24 ACRES) THESE z <br /> RGOEDFORTHE SSUANC MINT HAVE NOTE <br /> LOT COVERAGE APP OFN <br /> GENERAL NOTES <br /> PUBLIC WORKS,MECHANICAL,FIRE CODE w <br /> II SUPPRESSION,ELECTRICAL OR DESIGN IS IN ACCORDANCE WITH THEWINTERNATIONAL BUILDING CODE(LB.CJ <br /> ' CORRECTION PER (NO CHANGE): PLUMBING PERMITS. <br /> (� 0 ST $ULDING REVIEW CARPENTRY z <br /> PATIO DATED MAY 15, 2024 ALL GRADES SHALL CONFORM A L NUT GRADING RULES FOR WESTERN LUMBER,LATEST EDITION. Q <br /> LOT AREA 10455 SF PROVIDE CUT WASHERS UNDER A U NUTS AND BOLTS BEARING AGAINST TREATMENT <br /> WOOD.ALL WOOD FASTENERS <br /> ACT <br /> 1383 SF (15.25%) IN WITH INSTALLED <br /> IN PRESERVATIVE <br /> L BE TIVE TREATED <br /> WOODTREAT HALL PER PRESERVATIVE TREATMENT NOTE.FASTENERS �J <br /> APPROVED EXISTING HOUSE R319.3 LED LING SHALL CONFORM <br /> WITH <br /> WOOD SHALL BE HOT-DIPPED GALVANIZED LB.C.TABLE <br /> I.R.C.SECTION <br /> LL <br /> R379.3.NAILING SHALL CONFORM WITH I.R.C.TABLE R802.3(1)S R802.10 OR I.B.C.TABLE 2301.9.7.ALL LLU <br /> STRUCTURAL LUMBER SHALL BE AS NOTED BELOW: <br /> PUBLIC WORKS DEPARTMENT (� <br /> BY � , F:EN <br /> ERVIOUS AREA: 2z STUDS HEM-FIR N2 —F6=860 P51 Q <br /> �`10 n,�1+ 2z FLOOR S ROOF JOIST HEM-FIR#2-----Fb=I PSI <br /> DATE 1�--�WYJ— 4z BEAMS DOUG-FIR/ARCH#2.---Fb=876 PSI <br /> CITY OF VERETT REVIEWED FOR PERM R EA I0455 SF C BEAMS DOUG-FIR/LARCH#7.--Fb=850 PSI Q <br /> nn,^,nn 1111\\24 o1-DID COLUMNS DOUG-FIRILARCH#2---Fb=076 PSI UI <br /> LUMBER NOT NOTED DOUG-FIRMRCH#2--Fb-850 PSI <br /> G HOUSE 2083 SF <br /> LzO' F EAVES) MISCELLANEOUS HANGERS TO BE PROVIDED BY L BE NAILED. <br /> COMPANY.ALL HANGERS SHALL BE FASTENED F— <br /> gleg responsibility to NG DRIVEWAY 7O7 SF TO WOOD WITH PROPER NAILS.ALL HOLES SHALL BE NAILED.MACHINE BOLTS TO BE A307.ANCHOR ll <br /> t is the appliCanF/orvne<' Po bility BOLTS INTO CONCRETE SHALL BE Ye'DIAMETER WITH 7 INCHES OF EMBEDMEND INTO CONCRETE UNLESS �JLn <br /> engine that stormwater runoff from RIVE WAY I32 SF NOTED OTHERWISE ON THE PLANS.ALL NAILS SHALL BE COMMON WIRE NAILS.NAILING SHALL BE IN LLJ <br /> laced impervious surfaces will be ACCORDANCE WITH I.B.C.SCHEDULE.i6tl COMMON NAIL DIAMETER-(0.1621NCH).LAMINATED STUDS -'� Q <br /> new�rep pery NG IN 53 SF SMALL BE NAILED WITH(2)ROWS 18d COMMON NAILS 8'O.C. �� Q <br /> managed on-site in a manner that does not N6 PATIO 225 SF adversely affectneighborinSProPe>rheg' 5,I48 SF 30.0(0%) FLOORGSHATHING <br /> including the City's right-of-way and�or SHEATHING SHALL BE INCH TONGUES GROOVE,AP.A.RATED SHEATHING.SPAN L WITH'9u WITHLONG DIMENSION PERPENDICULAR TO SUPORTS.UNLESS NOTED OTHERWISE NAIL WITH 10d COMMON <br /> easements and the in"PrOvementslocatedjAy AILS AT 61NCHESONCENTER AT SUPPORTED PANEL EDGES a 10 INCHES ON CENTER AT INTERMEDIATE <br /> therein. K I N G G/ �L G U L A T 1 O N• DINTS WITH AN APPROVED ADHESIVEUPPORTS.THE FLOOR SHEATHING . Document <br /> BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE <br /> Document date: <br /> WALL SHEATHING <br /> 111 SHEATHING TO BE r7&"A.P.A.RATED SHEATHING.SPAN RATING 2%.PANEL END JOINTS SHALL OCCUR AT <br /> MIN. PARKING SPACES REM;): SUPPORTS.NAIL PANEL EDGES WITHBd NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT <br /> DWELLING UNIT 2 NTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. (� J <br /> FOR STAFF NOTE:ALL BOLTS,WASHERS,NAILS,SCREWS,HANGERS AND FRAMING STRAPS THAT COME IN �l <br /> TOTAL 3 CONTACT WITH ACO TREATED LUMBER SHALL SE STAINLESS STEEL OR HOT-DIPPED GALVANIZ L. o W <br /> AUG 19 2024 <br /> m8 s <br /> I PROVIDED PARKING 5PACE5: 3 STALL ¢ m ° <br /> CITY OF EVERET ; <br /> WALL NOTES: Permit services E <br /> NEW 2X6 WALL KED.G.ES NAIL SPACING <br /> TOP/BOTTOM ly c o c z m <br /> STUDS PLATE x e¢¢o i O <br /> 1 S x a <br /> 1. %6 A.P.A.RATED PLYWOOD OR ORIENTATED STRAND BOARD(O.S.B.)ON ONE SIDE OF WALL. <br /> NAILS SHALL BE Sol COMMON(0.131"DIAMETER). "' c a" w LL O 3 <br /> 2. ALL PANEL EDGES BLOCKED WITH 2-INCH NOMINAL FRAMING.INSTALL PANELS EITHER E; 3 c a E - <br /> HORIZONTALLY OR VERTICALLY FOR PLYWOOD OR A.P.A.RATED SHEATHING,GYPSUM SHEAR <br /> WALLS SHALL BE INSTALLED WITH THE SHEETS RUNNING HORIZONTALLY.SPACE NAILS @ 12 ¢ oLL <br /> INCHES ON CENTER R INTERMEDIATE SUPPORTS. <br /> INDEX OF DRAWINGS Il �uN 2sy2G2Ra <br /> �� � I �y� I SHEET# DESCRIPTION CI�I��erlliCesT <br /> N L I� Al SITE PLAN AND COVERSHEET <br /> 50ALE : 1" = 10.00' O 10 20 40 A2 EXISTING MAIN FLOOR PLAN AND BEDRROM CLOSET DETAIL <br /> A3 PROPOSED MAIN FLOOR PLAN,FRAMING PLAN 6 SECTION A OF A 4 <br /> A4 FASTENING SCHEDULES AND DETAILS <br /> 240015 <br />