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P -I <br /> OPENING <br /> / <br /> SOLE PLATE _V\___ 111171PA"li <br /> .. _ .... _ „_..., <br /> 2x6 STUDS ® 16" O.C. -_\/\___T -_ -MIME INIM _ <br /> — - <br /> MINIM <br /> MINIIII <br /> SIMPSON STRAP o <br /> - a — <br /> SEE PLANS FOR SIZE • � FLOOR SHEATHING r <br /> AND LOCATION • <br /> • ADDITIONAL 2x6 MC SQUARED <br /> SILL PLATE TYP 16d's TO MATCH SHEARWALL i iv c o P o x a -r E. 1p <br /> �� <br /> 3x OR DBL 2x NAILER FLOOR JOISTS BEYOND EDGE NAIL SPACING. SOLE PLATE • 2x STUDS © 16" O.C. <br /> RIPPED TO MATCH FLANGE RIM JOIST. (JOIST MAY 1Y2" CONC TOPPING SLAB TO FLOOR STRUCTURAL & CIVIL <br /> WIDTH ATTACH W/ %"0 RUN OPP. DIRECTION) 2x6 PLATE 1X" CONC TOPPING SLAB ADDITIONAL 2x6 SILL PLATE ENGINEERS <br /> WELDED THREADED ROD © • • FLOOR SHEATHING <br /> 24" O.C. •°, 16d's ® 6 O.C. '` SEE PLAN FLOOR SHEATHING <br /> A A EDGE NAILING i►�' SEE PLAN \ PANEL EDGE NAILING 1235 EAST 4TH AVE. <br /> `k _ SUITE 101 <br /> #1 DF 6x12 �, - S V S SEE PLAN /� ► CONT RIM JOIST OLYMPIA, WA 98506 <br /> ATTACHES TO 11 <br /> NAILER W/ SIMPSON \X/ I RY4 STIFFNER BOTH V V V V V TIMBERSTRAND 5 SIMPSON A35 CLIPS 754-9339 <br /> HW612TF / SIDES CLIP 1" NS&F °: RIM JOIST S ® 24" O.C. PANEL EDGE NAILING F (360) 352-2044 <br /> • W12x22 1 SIMPSON A35 CLIPSxi/ <br /> 1 4" <br /> °' TYP RIM JOIST WOOD I-JOIST - SEE PLAN / <br /> F=S 1 4" <br /> / DBL BLOCKING NEXT FOR SIZE AND SPACINGN www.mC2-inc.COm <br /> \ (2) 4"� A325 BOLTS TO RIM JOIST ® • <br /> DBL 2x6 I-JOIST BLOCKING CONT DBL TOP PLATE <br /> STRAP LOCATIONS • <br /> ° TOP PLATES BAYS MEMBER <br /> O.C. FOR (4) NAIL (2)-10d's EA JOIST <br /> TYP 4" ' 3"1 R MATCH BEAM • <br /> DBL TOP PLATE MEMBER TO TOP PLATE <br /> 1 WIDTH <br /> / � � � FLOOR I-JOIST\C / w <br /> SEE PLAN � Q <br /> • r HSS4x4xY4 2x6 STUDS 2x STUDS ® 16" O.C. 0 <br /> SHEAR WALL SHEATHING CD16" 0.C. <br /> -4- <br /> FOR MINIMUM STUD SEE PLAN <br /> REQUIREMENTS -__\/\ <br /> SEE PLAN <br /> WALL FRAMING <br /> BEAM TO BEAM AT CORNER COLUMN 7 FLOOR STRAP TIE 4 I;JOIST FLOOR SYSTEM TO 2x6 STUD WALL 0 I;JOIoST FLOOR SYSTEM WITH 2x WALLS <br /> 10 1 = 1'-0" 1 = 1-0 1 — 1 0 <br /> z <br /> 0 <br /> w <br /> cL <br /> 3y4" T&G FLOOR 3x OR DBL 2x NAILER RIPPED w <br /> EL <br /> EDGE NAIL SHEATHING TO MATCH FLANGE WIDTH. ATTACH <br /> SIMPSON STRAP (2) ROWS 1Od's ® 4" O.C. W/ %"0 WELDED THREADED ROD <br /> ALIGN JOIST OVER SEE PLAN 16" RED 1 90HS AT 24" O.C. <br /> SHEARWALL / <br /> FLOOR SHEATHING FOR MIN STUD <br /> © 12" 0.C. <br /> REQUIREMENTS <br /> N \ SOLE PLATE - \ 10d ® 16" O.C. <br /> /- <br /> RIM JOIST ` II y W <br /> '� • <br /> ,r I FLOOR JOISTS �/ WOOD "I" JOISTS <br /> DBL BLOCKING ICI -�,_�, ' ' : NI PER PLAN SEE PLAN <br /> NEXT TO RIM JOIST IIII - ,- '- I A I <br /> CO STRAP LOCATION r r. - r r TOP PLATES <br /> DBL TOP PLATE <br /> 71._ EDGE NAIL <br /> SIMPSON LTP4's I-JOIST <br /> © 12" O.C. <br /> SEE PLAN HEADER PER PLAN •°° SIMPSON STRAP WALL FRAMING <br /> SIMPSON STRAP HEADER TO TRIMMER r-J <br /> �' BOTH SIDES OF HEADER WALL SEAR <br /> HEADER TO TRIMMER SEE PLAN FOR SHEAR \ / •,--4 <br /> BOTH SIDES OF WRAP STRAP WALL TYPE & NAILING O <br /> HEADER UNDER HEADER <br /> \ \ \ <br /> SHEARWALL _ PEREL PLAN M 'S <br /> OPENING _-\/� <br /> ALL STRAPS TO HAVE ALL HOLES <br /> FILLED WITH NAILS .'-"r., <br /> I) Pco <br /> FLOOR TO INTERIOR SHEARWALL CONNECTION 2Ei:::8 STRAP TO HEADER CONNECTION INTERIOR SHEARWALL DETAIL FLOOR JOISTS TO BEAM Q o <br /> 0 � <br /> 1 1/2" = 1' 0" 3/4" = 1' 0" 1" = 1'-0" 1 = 1' 0" _ N NCC$ Crj & Ct <br /> 3x OR DBL 2x ° <br /> 3x OR DBL 2x +' ac › N C "CD <br /> NAILER RIPPED v N <br /> NAILER RIPPED TO MATCH FLANGE CD .-, ,_, <br /> TO MATCH FLANGE ---�— WIDTH ATTACH W/ f -4-' 2_ ''-' o W w <br /> WIDTH ATTACH W/ SIMPSON HOLDOWN ° ° HSS POST 'y %"0 WELDED THREADED <br /> TYP ROD CD 24" 0.C. <br /> HSS5x5xY4 OF STRAP PER PLAN Designed By <br /> �"0 WELDED SEE PLAN Jo <br /> THREADED ROD ® STUDS AT HOLDOWN DAL <br /> 3x OR DBL 2x NAILER 48" O.C. SEE PLAN <br /> RIPPED TO MATCH FLANGE ° BEAM OR DBL SIMPSON STRAP Drawn By CLH <br /> WIDTH ATTACH W/ "0 'i " 3'4" T&G FLOOR 1 ° ROD AT HDU2 TOP PL. - SEE PLAN I SIZE AND LOC o o MS <br /> Checked By <br /> SEE PLAN FOR <br /> WELDED THREADED ROD TYP SHEATHING ROD TO /4 1 /4 <br /> ® 48" 0.C. I TOP OF 1 0 <br /> r 1 /4"/ <br /> Date 03-06-17 <br /> I BEAM /¢ i-- 1Xz TOPPING o 0 <br /> 2x4 BLKG ' SLAB j 114 <br /> © 24" O.C. .�,.i <br /> " - R sx4x0'-6" o <br /> 0 3"1" BOTH SIDES 1 <br /> j[ \ <br /> [ i� o 0 <br /> TYP >1/4" / <br /> C �� ��y CONT DBL SW12x22 • o [ ) '£ N` • 3Xx14 PSL \-3xFLOOR SHEATHING��. SEE PLAN TOP PLATE o o s.���'�:I; wAs�Nc�y <br /> L� • NAILER. ATTACH " �_ <br /> RY4x4Y2x0'-9" 2 (2) Y2"0 A307 3 <br /> TO BEAM W/ ® WELDED <br /> W/ (3) �'4"0 THRU BOLTS SIDES> /i <br /> / A16 THREADED RODS © 24" O.C. SHEARWALL - SEE PLAN OR TYP SHEAR TAB STEEL BEAM <br /> (3) > CONCRETE STEM WALL NOTE: SEE TABLE PER PLAN .oA325 BOLTS RYx4x0'-4" 6 RY4 STIFFENERS BOTH SIDES NAIL STRAP TO DBL TOP ,0 i.20 1 “\ <br /> 44 <br /> ALIGNED W/ THREADED RODS PLATE AS SHOWN PRIOR -88ioNAL E <br /> RY4x4) x1'-3" 3/16" CLIP 1)�" - TO INSTALLING TRUSSES <br /> W/ (5) �4»0 FS & BEAM © ONE SIDE 03-09-17 <br /> A325 BOLTS ONLY AT SOME LOC. <br /> W18x50 3/16" �_ SHEAR TAB TABLE <br /> STEEL BEAM Project Number <br /> SEE PLAN BEAM SHEAR TAB BOLTS 16020 <br /> W18 RY4x4Xzx1'-3" (5) 414"0 A325 <br /> Sheet Number <br /> 0BEAMS TO COLUMN AT CORNER HOEDOWN TO STEEL BEAM CONNECTION ALIGNED BEAM TO WALL DETAIL (3) STEEL BEAM TO HSS S3.1 <br /> 12 1 = 10 <br /> " ' ° 11/2" = 1' 0" 1" = 110" 1" = 1' 0" 7 Of 13 <br /> L _I <br />