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NOTES: <br /> (E)WOOD STUD WALL <br /> TO REMAIN,TYP.,LINO <br /> (E)BUILDING TO <br /> REMAIN,TYP.,UNO <br /> 2 <br /> o R&R(E)STOREFRONT TO MATCH(E) <br /> m <br /> (E)ROOF TO REMAIN,TYP.LINO <br /> (N)HDU5 HOLDOWN <br /> SEE 3/S201 (E)KING/JACK STUD(S) <br /> (N)AREA OF KEY PLAN TO REMAIN,TYP. NO. REVISED FOR: DATE(Y-M-D): <br /> 1. <br /> VEHICLE IMPACT SCALE:1/31" -0" 2 <br /> (N)(2)2X6 STUDS <br /> @ V-4"O.C.MAX (N)(2)2X6 STUDS @ 1'-4"O.C.MAX,TYP. 3. <br /> 4. <br /> 5. <br /> (N)(3)2X6 STUD PACK <br /> (E)WOOD STUD WALL 5. <br /> 3 TO REMAIN,TYP.,LINO 7 <br /> S101 0 <br /> D1 O'DRIMKUS <br /> Al 13900 ALTON PKWY SUITE 123 <br /> (N)2X6 STUD I RV I N E,CA 92618 <br /> C H R ISTI N E.COS I P@R I M KUS.COM <br /> (800)580-3228 1(949)818-0404 <br /> SEAL: <br /> 76'-2"(CONT.) CK J HDO <br /> Q4i OF WAS&Z <br /> y� <br /> R&R TO MATCH 4 ♦ cz <br /> (E)SHEATHING 5101 2 1ST FLOOR PLAN 54585 <br /> SCALE:1/4"=1'-0" �'p:RECISIE� <br /> {--� ,� gPoNAL <br /> FL WALL,ROOF,AND <br /> FLOOR FRAMING NO. ISSUED FOR:: �7! <br /> DATE(Y-M-D): <br /> TO REMAIN,TYP.LINO ATTACH EACH(N)ROOF <br /> FRAMINGS TO(N)TOP PLATE 1. CONSTRUCTION 2025-03-20 <br /> W/SIMPSON H2.5A CLIPS,TYP. 17'-0" 2 <br /> (N)BLOCKING 3. <br /> OR RIM JOIST 4. <br /> (2;1/SIDE)(N)SIMPSON MC BETWEEN A17ACH EACH E ROOF &R To MATCH <br /> (N)(2)2X6 TOP PLATE R)SHEATHING 5. <br /> SERIES STRAP;EACH SIDE TRUSSES ( ) (N)BLOCKING ATTACH IN)2X TOP 5 <br /> TRUSS BOT CHORDS OR RIM JOIST PLATE TO IN)2X 2;1/SIDE N SIMPSON MC <br /> TO(N)2X TOP PLATE BETWEEN STUDS W/(6)8D (E)ROOF ( )( ) <br /> (E)ROOF TRUSSES TO <br /> SERIES STRAP;EACH SIDE 7 <br /> W/SIMPSON Hz.SA CLIPS,TYP. TRUSSES NAILS,TYP. PROJECT: <br /> (E)HEADER&TOP PLATE FRAME TO REMAIN,TYP � (E)WALL,ROOF,AND <br /> TO REMAIN,TYP. REMAIN,TYP FLOOR FRAMING <br /> (N)(3)2X6 STUD PACK STRUCTURAL REPAIR DRAWINGS <br /> TO REMAIN,TYP.UNO FOR WEST WALL <br /> (N)(2)2X6 TOP PLATE (N)2X6 STUD <br /> AND SOUTHWEST CORNER <br /> R&R(E)STOREFRONT TO MATCH(E) (N)2X6 STUD 1606 SE EVERETT MALL WAY <br /> (N)(2)2X6 STUDS @ 1'-4"D.C.MAX,TYP. EVERETT,WASHINGTON,98208 <br /> (N)2X6 STUD CLIENT: <br /> @ SOUTH WALL BLUSKY RESTORATION <br /> (E)(2)2X6 STUDS TO REMAIN,TYP. <br /> (N)(z)2x6 STUDS CONTRACTORS,L.L.C. <br /> @ V-4"O.C.MAX,TYP. IN)15/32"OSB SHEATHING; 1000 SW 34TH SEE RENTON,WA 9805 <br /> (N),6"OSB SHEATHING; 6/12NAI NAIL PATTERN W/SD <br /> SHEET TITLE: <br /> 6/12 NAIL PATTERN W/8D KEY PLAN&FLOOR PLAN <br /> NAILS <br /> &ELEVATIONS <br /> (E)(2)2X KING STUD TO o ATTACH IN)2X BOT PLATE <br /> REMAIN F TO IN)2X STUDS W/(6)BD FOR CLIENTS SOLE USE PER GOVERNING CONTRACT <br /> NAILS,TYP. AND LIMITED TO APPLICABLE PROJECT.NO <br /> (E)2X JACK STUD TO MODIFICATIONS OR REPRODUCTIONS WITHOUT <br /> REMAIN <br /> (N)(2)2X6 BOT PLATE WRITTEN APPROVAL OF .CONTRACTOR SOLELY <br /> ATTACH(N)2X BOT PLATE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS. <br /> TO(N)2X STUDS W/(6)8D <br /> NAILS,TYP. IN)1/4"DIA(6"LONG)TITEN HD PROJECT NO: 100292957 <br /> (N)(2)2X6 BOT PLATE ANCHORS(W/3"MIN CONC DATE(Y-M-D): 2025-03-21 <br /> EMBED)@ 1'-4"D.C.MAX. SCALE: AS NOTED <br /> (N)1/4"DIA(6"LONG)TITEN HD (E)CONCRETE DESIGNED BY: MK <br /> ANCHORS(W/3"MIN CONC SLAB TO REMAIN, <br /> R&R(E)DAMAGED EMBED)@ 1'-4"O.C.MAX. TYP. DRAWN BY: MK <br /> STUCCO TO MATCH CHECKED BY: JDM <br /> (E),TYP. <br /> (E)LOWER PONY WALL (E)CONCRETE DRAWING NO: <br /> SLAB TO REMAIN, L City of Everett Permit Services S O <br /> WEST WALL SOUTH CORNER ELEVATION TYP- SOUTH WALL WEST CORNER ELEVATION EVERETT Reviewed for Permit 05/16/2025 <br /> 3 SCALE:11 1'-0" 4 SCALE:1/2"=T-0" <br /> SHEET NO: 3 OF 4 <br />