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P —1 <br /> _ ._ 2 <br /> 3x OR DBL 2x NAILER BEAM & Y2" CDX PLY OR 3116" <br /> RIPPED TO MATCH FLANGE ROOF SHEATHING #2 DF 2x8 OSB ROOF SHEATHING I �� 1 \ k ME <br /> WIDTH. ATTACH W/ %"4 WELDED STRAP Y2 ROOF SHEATHING 7 R x3 NS & FS SEE PLAN FOR NAILING <br /> ®24 O.C. ®la ®® <br /> THREADED ROD CD 48" O.C. ® 1 <br /> ®� <br /> �® Mann. <br /> 1" 16" RED—I65 RAFTERS 'MIMI— <br /> SIMPSON <br /> 24"® O.C. Al-iACHED TO WALL MC SQUARED <br /> 14" CLIPS © 48" 0C RIM JOIST ATTACHES 1 W/ (2) 1 Od's d c o -1" 1_,E <br /> STEEL BEAM PER PLAN TO WALL DBL TOP PLATES ; #2 DF 2x6 N s iv o 1-z_ F' x a <br /> W/ SIMPSON A35 CLIPS S � ® 16" O.C. (2) #1 1x3" STRUCTURAL & CIVIL <br /> AT 48" O.C. X" WALL S S TOE S EWS <br /> SHEATHING = _ ___ 1 (2) #1 Ox3 WOOD EA STUB ENGINEERS <br /> r /4 SCREWS © 6" O.C. \ <br /> )' ° • ° ° ° #1 OF 6x6 POST ® W12x16 HOIST (3) SIDES> <br /> ( TO FND UNDER BEAM �4 R§fi MATCH • 1235 EAST 4TH AVE. <br /> HOIST BEAM _ I 1' f WIDTH OF BEAM <br /> L3x3xYxo'-6" ' = OLYMPIA, WA 98506 <br /> \— DBL TOP PLATES ROOF 4 STEEL BEAM PER PLAN TIMBERSTRAND <br /> SIMPSON SHEATHING 14 ATTACH TO POST 1» RIM JOIST <br /> MST37 W/ (2) Y4"0x3Y2" T (360) 754-9339 <br /> I I SIMPSON SDS SCREWS (2) Y4 0 A325N BOLTS 3„ = F (360) 352-2044 <br /> SIMPSON A35 l ,( 't SIMPSON A35 CLIPS \ <br /> \ \ <br /> CLIPS ® 48" RIM JOIST <br /> 2x6 STUDS ® 24" O.C. #10x3" WOODSCREW <br /> O.C. EA JOIST www.mC2-1nC.com <br /> J SIMPSON MST37 STRAP <br /> - HSS5x5c.Y4 ® 16" O.C. 1 �4 V ® TOP PLATE SPLICES <br /> / <br /> STEEL BEAM <br /> DBL <br /> TOP LPLATES DBL 2x6 TOP PLATES <br /> PER PLAN <br /> HSS COLUMN PER PLAN16" o n <br /> 2x6 STUDS © O.C. <br /> ROOF JOIST 2x6 STUDS <br /> H\C-I PER PLAN 16" O.C. SHEARWALL SHEATHING <br /> SEE PLAN —J\-- <br /> //\� BEAM POCKETIN WALL (7) ROOF FRAMING AT ELEVATOR SHAFT 4 BEAM TO HSS COLUMN CONNECTION CONNECTION OF TJI ROOF FRAMING AT 2x6 STUD WALL <br /> 1V 1" = 1'0" <br /> 3/4" = 1'-0" 1 1/2" = 1'-0" `1 . / 1 = 1'-0" <br /> W <br /> z <br /> 0 <br /> 1 w <br /> 3x OR DBL 2x ec <br /> 16" RED /-65 JOISTS CP 24" Y2" CDX PLY OR 3116" OSB <br /> NAILER RIPPED <br /> TO MATCH FLANGE 0.C. ATTA�HED TO BEAM W/ ROOF S EATHING. SEE <br /> WIDTH ATTACH W/ <br /> (2) ROWS Y4" TEK / N (2) ROWS 1Od's PLAN FAR NAILING <br /> ,�EDGE NAIL <br /> P <br /> ry <br /> N <br /> SCREWS ® 6" O.C. <br /> EA ROW » ALIGN JOIST OVER #2 DF 2x6 ® 16" O.C. • <br /> W14 BEAM SHEARWALL ROOF SHEATHING (2) #10x3" <br /> _ GAP f� „,,__,, EA SIDE (2) #10x3" WOOD SCREWS TOE-SCREWS <br /> NMFG PANELS TYP - -• i� . ® 6" 0.C. EA STUD <br /> BY OTHERS _L _— /rim "J /s _. <br /> o o <br /> j HSS4x4)01e o o TIMBERSTRAND <br /> to © 48" O.C. <br /> 0 o RIM JOIST �, S <br /> / o SIMPSON A35 CLIPS - \\ <br /> 3Y2"x14" LVL i ® 48" O.C. <br /> i f ii <br /> 1 /4" RY4x4Y2x1'-0" / .>'� I�JOIST SIMPSON MST37 STRAP TJI BLOCKING <br /> \ SIMPSON LTP4's i �, P BETWEEN RAFTERS <br /> / TYP� 1 4„ ) W/ (4) Y4"0 © 12" O.C. EDGE NAIL SEE PLAN Ca➢ TOP PLATE SPLICES WOOD SCREWS ® 7'-0" O.C. FOR <br /> / A325 BOLTS TYP DBL 2x6 TOP PLATES U <br /> �z O EA JOIST ( ) <br /> ( / I } ; EQ 4 BAYS � <br /> } EQ HSS5x5xY4 ® / 4-� <br /> € 3\ 2 2x6 STUDS CO 16" O.C. <br /> (4) 3/4"� A307 �\� SHEARWALL <br /> THRU-BOLTS IN SHEARWALL SHEATHING <br /> i <br /> 0 <br /> EA POST <br /> �� Cr •� <br /> �"d al � W <br /> STEEL BEAM TO COLUMN 411 ROOF TO INTERIOR SHEARWALL CONNECTION CONNECTION OF TJI ROOF FRAMING AT 2x6 STUD WALL <br /> SCREEN WALL DETAIL _--- 411 c� o <br /> 11 1/2 = 1' 0" 1" = 1'-0" 11/2 = 1 0 1 = 1' 0" <br /> ;-+ � � w <br /> o ) VCD <br /> - v C. <br /> �.., N ,—.1 <br /> DBL #2 DF ` o °' <br /> 2x6 STUDS o .o . kr)N V <br /> © 48" O.C. 3x OR DBL 2x (- Cif) ii CAo W ( <br /> NAILER RIPPED TO MATCH <br /> FLANGE ATTACH W/ (2) _ <br /> 0 ROWS i" TEK SCREWS © Designed By DAT, <br /> (2) ROWS 8d s I 6" O.C. EACH ROW (2) ROWS 8d's <br /> ROOF SHEATHING - 6" O.C. EACH ROW Drawn By CUT <br /> ® 6" O.C. SEE PLAN FOR NAILING CALLOUTS SLOT SHEATHING <br /> TO PASS STRAP Checked By MS <br /> Y2 ROOF I “ 114 Date <br /> n $ <br /> SIMPSON MST60 mi SHEATHING 03-06-17 <br /> STRAP ® 48" O.C. J <br /> NAILED W/ (34) S S <br /> 16d's EACH BOTH #1Ox3" WOOD <br /> SIDES SCREW AT EA <br /> RIM JOIST JOIST ' PEA SZ9 <br /> SHEARWALL SHEATHING - G ��� �c� <br /> SEE SHEAR WALL SCHEDULE of wasgl y <br /> ROOF JOISTS �� <br /> FOR CALLOUTS SEE PLAN FOR SIZE <br /> 4 <br /> AND SPACING SIMPSON JOIST HANGER Ff, <br /> ROOF JOIST <br /> PER PLAN s �" <br /> ,o `s,,, 20ri0 , ' ,,z.,• 2x6 STUD WALL 90, ((70?-1c t:cs ,<' <br /> ASS/OVAL E <br /> X" WALL SHEATHING - ® 2x6 STUDS ® 16" O.C. 03-09-17 <br /> ---\/\-- DBL STUDS © STRAP <br /> LOCATIONS <br /> STEEL BEAM / Project Number <br /> 16020 <br /> Sheet Number <br /> (--- CONN OF TJI ROOF FRAMING SYSTEM AT 2x6 END WALL CD WALL FRAMING AT TALL PARAPET 411 FLOOR SECTION AT STEEL BEAM S4.1 <br /> 9� 1" = -I 0" 1" 1 1 1/2" = 1'-0" 10 of 13 <br /> - <br /> L _I <br />