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fi <br /> cn <br /> ,,/4 x4 x1 eO W/ 0BEAM PER PLAN ® uj �- REGUIR <I> <br /> co <br /> (2)1/2"cP x 3" LAG END OF .OIST 0 ® 11" MAX. 211 MAX. 3" MAX. <br /> cq <br /> ® SCR S > WHERE OCCURS / / -/------/ <br /> / / JOHNSON BRAUNDINC. <br /> Lo 3/� 3 HOLE MOLE HOLE <br /> 01 <br /> iii 1�" TYP. ---r- (S) 1�d 4"®� 1Sd 1�"�� 15200 52nd Ave. South <br /> } �- � Suite 300 <br /> STAGGERED AT STAGGERED Seattle,WA 98188 <br /> � _---1—: , MINEA. SIDE OF SPLICE ELSEWHERE Phone 206.766.8300 <br /> 11" MINvvow.johnsonbraund.corn <br /> 4 ? 2" MIN. <br /> A35 CEP (6) LOONS. " EA. SIDE EA. SIDE EA. SIDE44 ARCHITECTURE <br /> - (2)2x STUDS MIN. ' ®" MIN. FROM 1 I i T r _ _ I I �` INTERIOR DESIGN <br /> BELOW BEAM EN® OF JOIST TO STRAP Greg L.Anwine,AIR <br /> Jeffrey A.Williams,AIA <br /> • <br /> (2) FULL HEIGHT STUDS EA. CENTER OF HOLE 51�1G1� JOIST INF®RGING TOP CHORD <br /> Li <br /> SIDE OF BEAM W/ A35 AT 211 MAX 31,1 MAX. %'� MAX. SPLICE <br /> BOT. TOP o H° P3PN51�� J / / <br /> ® HOLE STRAP HOLE HOLE BOTTOM CHORD / PORTER <br /> A35 TOP BOT. END OF �OIST ' �. SPLICE <br /> , �� <br /> OF BL KG° x L.0 0 \ <br /> WHERE OCCURS &-z. <br /> P5f N516Z 1" MN. 1 MIN. P5PN516Z 1%" MIN. 61-0" MIN. BETWEEN SPLICES 801 SECOND AVENUE-SUITE 900 <br /> SEATTLE,WA 98104 <br /> RAIL CONN. BY MFR. STRAP EA. SIDE EA. SIDE STRAP EA. SIDE i <br /> 02x4 PLATES ��� PLATES 21c� PLATES P: 206/a4 3 569 I <br /> �€ SPLICE TO OC.�CUR F: 206/343-5691 <br /> NOTE: AT Q. Of VERT. STUD, ND. <br /> LSL 514"x114' BL<G. AT BOTTOM PLATES, A CONSULTINGA <br /> 621 0 2-0 MIN. FROM DOUBLE JOISTSTRUCTURAL AND CIVIL <br /> WHERE ELEVATOR RAIL J 6021 FOLLOW GUIDELINES 601 9 6000 ENGINEERING CORPORATION <br /> 1 - END OF JOIST TO SOWN EXCEPT USE 1v2 ®„ <br /> ATTACH. OCCURS <br /> CONN. PER 1/56.01 CENTER OF HOLE CS16 x'2'-0" ST-1 P Allowable Holes Through Top Plates tea, <br /> • J' STUD WALK PER PLAN - 1:`�� WA 4` 4) --. _ <br /> RAIL BY , i <br /> c� <br /> • ELEVATOR MFR. BEAM PER PLAN• y.. t <br /> SHEATHING PER PLAN 1 2"4 MAX. 2 1"� MAX. /"„ = , F- j 1 ,d , . <br /> RAIL CONN. BY /l��l ��� 2 4 3 4 MAX. } °.S , 3 " r <br /> ELEVATOR MFR. \ -�, ---. ) HOLE HOLE HOLE <br /> - _ (NO <br /> REQUIR REINFORCING m 0 � 5 <br /> \ IF ! I ED) .'" MIN, 11" MIN. 2' 061/25/15 <br /> /� x12xPER i <br /> HANGERS PER GENERAL 4 2 2 MIN. <br /> SCHEDULE GIRD. ON V STRUCTURAL NOTES EA. SIDE EA. SIDE EA. SIDE <br /> RIM BOARD AT EA. <br /> RAIL LOCATION W/ CPL 1 � , I § y <br /> STUDS PER SCHEDULE \Y \ I Li i <br /> 1%4" 15/" �,� <br /> SPACE AS READ. FOR GM MAX. 211 MAX. 3 MAX. 4 2 1 MAX. c <br /> PER ARC�H'L ® INSTALL STEEL \ MAX. MAX. 4 <br /> SPACERS BEHIND BOLTS 1'-6" ��IJ�L�°SIU�� HOLE HOLE <br /> (NO MORE THAN TWO (------h HOLE <br /> al <br /> SUCCESSIVE STUDS " MIN. 1" MIN, 11" MIN. <br /> C516 x 2m0" STRAP TOP 4 BOT. EA. JOIST ORIENTATION MAY BE BORED) <br /> JOIST OR @ 24"94 TO BLKG. WHERE JOISTS VARIES 2X� STUDS 2 � STUDS 2�� �TU� . SIDE . SIDE EA. SIDE <br /> ARE PARALLEL TO BEAM = PROVIDE (3x4 SIMILAR) (3x6 SIMILAR) (3xS SIMILAR) <br /> ` (4) STRAPS MIN, EA. BEAM <br /> RAIL 1 5CHEVVLE NOT E: (3x4 SIMILAR) (3x6 SIMILAR) (3xS SIMILAR) <br /> NOTCHES SHALL NOT <br /> • <br /> FE WIDTH PER ELEVATOR MFR. ATTACHMENT OCCUR IN MORE THAN <br /> 30" 6206 6017 <br /> (6)/8 CFI STUDS 6 /10 �� , " o (2) SUCCESSIVE STUDS. , m�o0 v2=1 0' 60 i <br /> • 1/� 1 0 lh� <br /> �� — 1S - - - (4)%e'� C.PL STUDS @ 6"/1®"©6 <br /> Allowable Notches in Studs Holes Allowed Through Studsl I <br /> WALL ABOVE <br /> WHERE OCCURS , A35 AT TOP OF BEAM POST ABOVE <br /> BEAM PER PLAN ;- \\ - - POST ABOVE AND TOP 4 BOT. OF ' (WHERE OCCURS) <br /> (BEAM CONT. OVER GatO x 2'm©" '_ 11 (WHERE OCCURS) FULL-HEIGHT STUD ISSUE DATE: Issue ®ate <br /> POST WHERE SHOWN STRAP AT ROOT' TYP. DOUBLE TOP <br /> • <br /> BEAM PER PLAN ON PLAN) BEAMS ONLY - SOLI® BL<G. BELOW PLATE SPLICE <br /> FLUSH BEAM PER •° / <br /> RIM BOARD POST AS READ. PER 5/56.01 <br /> ,s PLAN < —d:. ° *-4 OR BLOCKING <br /> IIIIIPII <br /> PER DETAILS <br /> tuck <br /> ti` TYP. DOUBLE TOP . GO <br /> - 1 LI Zi 2 PLATE - SPLICEa <br /> IPER 5/S6.01 <br /> ACE POST -� POST PER PLAN µ°� _-1 -6CQ COLUMN GAP - -e TYPIGAL STUDS I� -4 TYPIGAL STUDS <br /> BEAM PER PLAN <br /> GAP EA. SIDE m SIZE AS REGD. TO DOUBLE STUD J <br /> (SHIM BEAM OR POSTA35 CLIP AT <br /> AS REQUIRED) FIT POST BEAM WIND HEADER EXTERIOR WALLS <br /> (WHERE OPENING AGE POST CAP EA. SIDE <br /> (SHIM BEAM OR POST - <br /> POST PER PLAN )- IS GREATER THAN AS READ.) <br /> MULTImSTUD POST 6'-0" WIDE) , <br /> PER PLAN POST PER PLAN (NAIL MULTIPLE -- <br /> GAL BEAM-TO-POST CONNECTION STUDS TOGETHER IN ACCORDANCE Cr <br /> 601 1 6093 6 0020 6004 WITH GENERAL STRUCTURAL NOTES) `� FULL' EIGHT STUB CD . <br /> gi g. , <br /> 1 It A- <br /> I <br /> • Ii <br /> j (Ip <br /> BEAM PER PLANMT515 STRAP AT ROOF k•CPU® D V <br /> BEAMS ONLY < co1 <br /> SOLID BLK.G. FULL WIDTH <br /> JOISTS PER PLAN --- - SLOPE® LU5 SERIES <br /> OF POST ABOVE W/ GRAIN ®� C <br /> HANGER RIM BOARD OR ORIENTED VERTICALLY = SHEATHING <br /> (2)16d EA. AIDE BLKC�. PER DETAILS <br /> TOPPING ® � <br /> NAIL TO BEAM W/ (3)16d, MIN. PER PLAN SECTION <br /> BEAM PER PLAN — xi PROJECT#: S182046a03 <br /> / - - _iL_ <br /> R' Ill i, JAB <br /> 66 '+'+ 6f�AVl�N SY: <br /> —ciiCHECKED BY: CMP <br /> 0 <br /> EGGO COLUMN GAP POST PER PLAN _ _�__. <br /> SIDE Aa REQD. T <br /> BEAM PER PLAN <br /> BEAM PER PLAN FIT POST BEAM <br /> W/ FULL-HEIGHT STUD ,- - T�f�i:AL WOOD <br /> EAIll . AIDE OFBEAM (BEAM CONT. OVER <br /> FRAMING DETAILS <br /> POST WHERE SHOWN <br /> MULTI-STUD POST <br /> ON PLAN) <br /> PER PLAN r <br /> POST PER PLAN <br /> 6666 6094 6016 SECTION r <br /> Lu <br /> 1.... 1 4•II <br /> PERMIT 9/28/18 <br /> .-J ; <br /> Fz R s;fi F ',k,i3 .r„ <br />