3401 FEDERAL AVE 2025-05-29 - Laserfiche WebLink

PLYWOOD OR OSB PANEL EDGE PANEL EDGE ANCHOR BOLTS AT TOP/SILL PLATE TO BOTTOM PLATE TO CAPACITY(LRFD) TYPE SHEATHING(NOTE 7) NAILING(NOTE 4) STUDS AND BLKG SILL PLATE(NOTE 8) BLOCKING/RIM(NOTE 9) BLOCKING/RIM(NOTE 4) (SEISMIC/WIND) • — � —— SW6 15/32"PLY/OSB ONE SIDE 10d COM AT 6" 2x 5/8"AT 36"O.C.-2x SIMPSON LTP4 AT 24"O.C. 16d COM AT 6"O.C.-NARROW 496 PLF/696 PLF -, SW4 15/32"PLY/OSB ONE SIDE 10d COM AT 4" 2x(SEE NOTE 5) 5/8"AT 24"O.C.-2x SIMPSON LTP4 AT 16"O.C. 16d COM AT 4"O.C.-NARROW 736 PLF/1032 PLF HW W 1 W2 VBAR CBAR info@b2engineers.COm SW3 15/32"PLY/OSS ONE SIDE 10d COM AT 3" 3x 5/8"AT 18"O.C.-2x SIMPSON LTP4 AT 12"O.C. 16d COM AT 3"O.C.-WIDE 960 PLF/1344 PLF _ _ 425-318-7047(0) SW2 15/32"PLY/OSB ONE SIDE 10d COM AT 2" 3x 5/8"AT 12"O.C.-2x SIMPSON LTP4 AT 8"O.C. 16d COM AT 2"O.C.-WIDE 1232 PLF/1724 PLF 4' 11. 9" #4 AT 16" #4X3'X3'AT 12" — — 11 Hill 425-318-0031 (C) SW44 15/32"PLY/OSB TWO SIDES 10d COM AT 4" 2x 5/8"AT 18"O.C:3x SIMPSON LTP4 AT 16"O.C.B.S. (2)12d COM AT 4"O.C.-WIDE 1472 PLF/2064 PLF 2"CLR 6' 18" 2'0" #4 AT 12" #5X4'X4'AT 12" SOIL SW33 15/32"PLY/OSB TWO SIDES 10d COM AT 3" 3x 5/8"AT 16"O.C.-3x SIMPSON LTP4 AT 12"O.C.B.S. (2)1fid COM AT 3"O.C.-WIDE 1920 PLF/2688 PLF �2 112"CLR SW22 15/32"PLY/OSB TWO SIDES 10d COM AT 2" 3x 5/8"AT 12"O.C.-3x SIMPSON LTP4 AT 8"O.C.B.S. (2)16d COM AT 2"O.C:W IDE 2464 PLF/3448 PLF 1'-0" ra DRAIN ROCK LAYER 8' 18" I 3'6" I #5 AT 12" #5X6'X6'AT 12" CBAR(ADD'L CORNERBAR SHEARWALL SCHEDULE NOTES: WATERPROOFING 10, le, 5'0. #5 AT 6" #5X8'X8'AT 6" PER SCHEDULE) PER ARCHITECTURAL - #4 HORIZONTAL AT 12" .- 1.ALL PANEL EDGES TO OCCUR OVER STUDS,PLATES,RIMS OR HORIZONTAL BLOCKING AT WALLS 16d NAILING PER SCHEDULE VBAR(PER 2.NAIL SHEATHING TO INTERMEDIATE SUPPORTS/FIELD NAILING 10d AT 12"O.C. PANEL EDGE :.8 IMPORTANT NOTES: SCHEDULE) -- 3.ALL NAILS INTO 3x MEMBERS SHALL BE STAGGERED. NAILING 10d 2x BOTTOM PLATE (2)2x STUDS MAY BE USED IN LIEU OF 3x STUDS AT PANEL JOINTS. 1.BACKFILL THE WALLS PRIOR TO FRAMING CORNER CONDITION TYPE A NAIL STUDS TOGETHER W/2 ROWS 16d COMMON AT 6"O.C.AT SINGLE SIDE SHEATHING AND NAIL SIMPSON STRAP THE FLOOR ABOVE WITH 2 ROWS OF 16d COMMON AT 3"O.C.AT DOUBLE SHEATHED WALLS. PER PLAN(MIN.OF 48"LONG) 4.COM DENOTES COMMON NAILS.MIN.NAIL PENETRATION INTO PLATE,RIM OR BLOCKING SHALL BE 1 5/811. VERTICAL SLAB ON GRADE 2.THE WALLS ARE NOT DESIGNED FOR STAGGER BOTTOM PLATE NAILING SIMPSON LTP4 BAR(VBAR) WATER PRESSURE.IF RUNNING WATER IS 5.FOR SHEARWALL SW4,ALL FRAMING MEMBERS RECEIVING EDGE NAILINGS FROM ABUTTING PANELS OR A35 CLIP PER SCHEDULE #5 AT 12"E.W. SHALL BE 3X OR(2)2X NAILED TOGETHER WITH 16d AT 6" (SEE NOTE 9) FLOOR JOIST ENCOUNTERED DURING EXCAVATION, ' SOIL PANEL EDGE PLEASE NOTIFY THE STRUCTURAL 6.WHERE SHEATHING IS APPLIED TO BOTH SIDES OF WALL,OFFSET PANEL EDGES TO FALL ON DIFFERENT STUDS. NAILING TO UPPER RIM BOARD OR BLOCKING - ENGINEER. Fr VBAR(PER 7.PROVIDE SHEAR WALL SHEATHING AND NAILING FOR ENTIRE LENGTH OF WALLS NOTED ON PLAN. TOP PLATE SCHEDULE) PROVIDE HOLDOWNS PER PLAN AT EACH END OF WALL,UNO. DOUBLE TOP PLATE 3.THE WALL CONCRETE STRENGTH SHALL ■• PROVIDE(2)2X STUDS AT ENDS OF ALL SHEARWALL.FACE NAIL MULTIPLE STUDS WITH 16d AT 12" WALL REFERENCE X DRAIN48 PROVIDE PANEL EDGE NAILING IN EACH HOEDOWN STUD AT END OF WALL. PER PLAN AND HOEDOWN PER PLAN(FOR .?- BE MIN.3000 PSI c SCHEDULE SIMPSON HDU,SEE ANCHOR a •," 'i = CBAR EADD'L q•8.ALL FOUNDATION SILL PLATES SHALL BE PT MEMBERS AND THE ANCHOR BOLTS SHALL HAVE MIN.OF 7" EMBED.DEPTH SCHEDULE) 4.MIN.REBAR SPLICE OR LAP SHALL BE 2'6" CORN R BAR 21/2"CLR SEMBEDMENT WITH SIMPSON'S BP/BPS WASHER PLATE.END OF WALL ANCHOR BOLTS SHALL BE PANEL EDGE _ ¢ PER SCHEDULE) '0LOCATED MAX 12"AND MIN 5"FROM END OF THE PLATE. NAILING10d ANCHOR BOLT PER SCHEDULE '9.WHERE NOTED IN DETAILS,USE SIMPSON A351N LIEU OF LTP4 PLATES SPACE AT 2/3 OF LTP4 SPACING. 5.WALL FOOTING SHOULD BE ON MIN. Ic PLATE WASHER NOTE 8 0'�SIMPSON HOEDOWN SIMPSON CAST IN PLACEANCHOR BOLTS' SIMPSON EPDXY ALL THREAD ANCHORS` FOUNDATION ( ) DRAIN GRAVEL - -I - — MEDIUM DENSE NATIVE$OIL.WHEN$OFTP.T.SILL PLATE 2x OR 3x WRAPPED IN _—_ 1=1 OR/AND ORGANIC SOIL IS FOUND,PLEASE HDU2 SSTB76(5/8"ANCHOR WITH 12 5/8"MIN.EMBED.) 5/8"(12"EMBED WITH SET-3G) I— _ _PER SCHEDULE FABRICS— HDU4 SIB 5/8X 24(5/8"ANCHOR WITH 18"MIN.EMBED.) 5/8"(14"EMBED WITH SET-3G) — NOTIFY THE STRUCTURAL ENGINEERHDU5 SB 5/8X 24(5/8"ANCHOR WITH 18"MIN.EMBED.) 5/8"(16"EMBED WITH SET-3G) ,n yt/ CORNER CONDITION TYPE B �HDUS SB 7/8X 24(7/8"ANCHOR WITH 18"MIN.EMBED.) - - n7"EMBED MIN. UNDISTRUBED MEDIUM DENSE NATIVE SOIL \�HDU14 SB 1X 30(1"ANCHOR WITH 24"MIN.EMBED.) FROM EDGE OF CONCRETE WALL OR COMPACTED STRUCTURAL FILLALL ANCHORS SHALL BE 2. MI �� A SHEAR/4 1WALL SCHEDULE D RETAINING WALL SCHEDULE DEL STUD BELOW TRIMMER ABOVE 2x4 A MATCH SOLID 2x4 BLKG(VERY GRAIN) AREA OF STUDSABOVE FEDERAL AVE -LLRESIDENCE " EVERETT (5)16d O TOP OF CONCRETE WALL EACH END SHEATHING AND NAILING (2)2x6 BLKG ,� ,. PERSHEARWALL SCHEDULE HEADER OR FLAT BLOCKING . BEHIND STRAP TY - 1 TRIMMER AND 2 KING STUD NAILED TOGETHER OR POST PER PLAN LEVEL OPENING HEADER r a. 3403 FEDERAL AVE, SEE HEADER `•a'. (1)#4(T&B) , SCHEDULE ALL 5FTMAX. 4X8DF#2 U.N.O. 2X6FILLERTOR.O. •�''•a EVERETT,WA 98201 AS REQUIRED "f'`-° ALL FT MAX. 4X1 DF#2 U.N.O. EXTEND STRAP 6 0 U O THE WHOLE n r.e 2 2x SILL— - 1 #4 BAR EACH SIDE () LENGTH O F :1'` •0"MIN. ALL 8 FT MAX. 4X12 DF#1 U.N.O. G CMST16 STRAP(ABOVE& , SHEARWALL ..- 2"CLR BELOW WALL OPENING) - . FULL LENGTH OF THE PANEL EDGE NAILING PROVIDE SHEARWALL(1 1/2"MIN OR 2" ALONG KING STUD -- - ' NOTE: MAX FROM ROUGH OPENING BLOCKING ) FULLLENGTH AT STUD/PLATE UNDER POSTS TYP. - CONNECTION,PROVIDE (4)Sd TOENAIL OR - (2)16d END NAIL TYP.WALL PENIN FRAMIN HEAR WALL OPENING STRAPPING N .WALL OPENING REINFORCINGp O G G S O GS G nC0 C O G 3/4"=1'-0" C 3/4"=1'-0" 1/2"=1'-0" DRAWING INFO ISSUE DATE 08-24-23 ISSUED FOR PERMIT PROJECT N0.22082 ENGINEER BB REVISION SCHEDULE NO. I DATE IDESCRIPTION 1 09-16-22 1 PILE REVISION FRAMING SCHEDULES AND DETAILS S-4 CoFYh9ht b2 Structural Engineers 2008