525 112TH ST SE 2024 Plans 2024-08-02

NOTES HEARWALL 15/32"WOOD STRUCTURAL PANEL SCHEDULE EDGE NAILING TO TOP MARK SHEATHING NAIL EDGE NAIL xIELD SILL TO SEISMIC WIND PLATES,STAGGER . __ , TOP PLATES(3/S501) SIZE SPACING NAIL CONCRETE CAPACITY CAPACITY STUDS @ 16"O.C.MAX II II II 5 4.----__SHEATHING(8 OPENINGS FOR FLUSH (PLF) (PLF) FINISH C. "STRO.S. 10d 4" 12" "0ABa32" 460 645 1 EDGE NAILING(8l NAILING Iii il PANEL EDGES ' ---------- OOR OR WINDOW HDR SHEARWALL NOTES E•. ii Q WHERE SILL PLATE IS FIELD NAILING(�ALL OTHER I , TRIMMER STUD(S),SEE HEADER 1. O.S.INDICATES SHEATHING ON SIDE OF WALL AS SHOWN ON PLANS. DRILLED OR NOTCHED B.S.INDICATES SHEATHING ON BOTH SIDES OF WALL MORE THAN i OF THE STUDS r DETAIL L.S.INDICATES LAG SCREWS PLATE WIDTH,INSTALL EDGE NAILING TO HD POST 2, USE COMMON WIRE NAILS(MIN FASTENER PENETRATION IN FRAMING MEMBER-12" ONE BOLT EACH SIDE OF (FULL HEIGHT) j II BLOCKING ALL PANEL EDGES(SEE 3. 1" NOTCH 0 HILT!KWIK-BOLT TZ IS AN ACCEPTABLE ANCHOR BOLT ALTERNATIVE(4"MIN NOTE 1) HD POST EACH END !? EMBED,ENT&EDGE DISTANCE,ESR-1917) (NOTE 2) P OLDOWN DTL,5/S501 4. SHEAR CAPACITY BASED ON 2015 NDS ME;'MI;mrin3 --EDGE NAILING TO SILL,2/S501 NOTES NOTES 1. SILL PLATE BOLTING W/SIMPSON PLATES 1. STUD,SILL,AND BLOCKING SIZES A. BPSS/8-3 @ 2X4 STUD WALL ' 2. SEE HOLDOWN DETAIL FOR ADDITIONAL HD POST SIZE REQUIREMENTS B. BPSS/8-6 @ 2X6 STUD WALL 3. MINIMUM PLYWOOD DIMENSION IS 2'-0" 2. 3 GA.3X6z"PLATE WASHER WITH 4"WIDE X 1i" 4. AT DBL 2X HOLDOWN POSTS STAGGER EDGE NAILING EQUALLY TO EACH POST LONG DIAGONAL SLOT @ 2X8 STUD WALL 1 5. POSITION EDGE OF PLATE WASHER WITHIN}"OF SHEATHED EDGE OF SILL PLATE.(NOTE:PROVIDE CUT 3. PROVIDE BOLTS @ 6'O.C.UNO WASHER BETWEEN A.B.NUT&PLATE WASHER 4. PROVIDE MIN 2 BOLTS PER SILL SECTION O SHEARWALL NAILING SCHEDULE ;2 SILL PLAT E ANCHOR NO. REVISED FOR DATE(Y-M-O)'. STAGGER NAIL -.--4'MIN LA I -- , NAILS 16d 2. r PER 3 1.. 3, SCH 16" 4._ 1 i" DBL 2X TOP PLATES 5, (TYP U.N.O.) 6 z I I ) 1 I w ZO A35 CLIP.TOP&BOTTOM 7. j 75 EADER PER PLAN HD POST PER PLAN(MIN SPAN OPENING JACK KING OF DBL 2X4) HOLDOWN SCHEDULE POST CAPACITY �� RIMKUS STUDS STUDS ----SIMPSON LSTA STRAP TYPE FASTENER VV WS _ PLATE SPLICE SCHEDULE UP TO 3'-8" 1 1 11,_,...----1-1OLDDOWN SIZE (LBS)MARK MIN PLATE NAILS BOLTS >3'-6"TO 5'-0" 1 2 PER PLAN HUD2 93) SDS3X3} 3,075 16932 WOODINVILLE REDMOND RD NE,#AloS THICKNESS EACH SIDE EACH SIDE >5'-0"TO 8%0" 2 2 JACK STUD PER TABLEAREWOODINVILLE,WA 98072 1 2-2X 8-18d - > HDU4 (10)i)(2i SOS 3X 4,565 DHODSON©RIMKUS.COM ❑ 8'-0"T010'-8" 2 3 �SILLPLATE SCREWS ---nl';[s0-S228I(: ,.'-esneA35 CLIP.TOP&BOTTOMNOTE >10'-8"TO 13'-0" 3 3 / CONCRETE FOOTING, HDUS (14)jX2i SDS 3X 5,645 >13'-0"TO 18'-0" 3 41.NAILING PATTERN SYMMETRICAL ABOUT SPLICE LOCATIONS BL 2X SILL P U,N-O. STEMWALL,ETC. SCREWS SEAL ,�g�Cx78 2.SPLICES TO BE LOCATED DIRECTLY ABOVE STUDS >16'-0"TO 18%0" 4 4 ) (20)}X2}SDS 47-4 N �� HDUB 3}X4 7,780 y O o ,4. 3.BOLTS NOT BE COUNTERSUNK ND NAILS 2-16dNS1 1�; SCREWS o 4.§"0 BOLTS TO 4"LONG,14"THREAD MAX '�'' (30)pal SDS + I DRILL AND EPDXY ANCHOR HDU11 3pal 11,175 5.<"0 BOLTS TO 7"LONG,2"THREAD MAX ILL PLATE . ROD MIN 6"INTO CONCRETE SCREWS 6.MARK ITEMS 5,6,AND 7 TO HAVE 5'-4"SPLICE LENGTH .- TOP PLATE SPLICES O WALL FRAMING SCHEDULE nC HOEDOWN SCHEDULE 3 3 NTS NTS NTS NO. ISSUED FOR: DATE(Y-M-D)', I. ISSUE FOR PERMIT 2024.1-5 2. 3. 4. 5. 6, 7, PROJECT: STRUCTURAL REPAIR FOR WOODBROOK APARTMENTS 525 112TH ST SOUTHEAST EVERETT,WA 98208 CLIENT: CUSHMAN AND WAKEFIELD 11235 SE 6TH ST SUITE 200 BELLEVUE,WA 98004 SHEET TITLE. SCHEDULES AND DETAILS FOR CLIENTS SOLE USE PER GOVERNING CONTRACT AND UMITED TO APPLICABLE PROJECT.NO MODIFICATIONS OR REPRODUCTIONS WITHOUT WRITTEN APPROVAL OF RIMKUS.CONTRACTOR SOLELY RESPONSIBLE FOR VERIFYING ALL DIMENSIONS. PROJECT NO: 100239362 DATE rEs-DI: 2024-01-5 SCALE AS NOTED DESIGNED BY RIMKUS DRAWN BY DJH CHECKED BY RJD DRAINING NO �\\501 SHEET NO V