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A I B I C I D I E <br /> � F I G I I I K I <br /> V19 <br /> 3.8 PARAPET PER <br /> NAILING TO DIAPHRAGM-�� 1 /- 10d @ B•OC ARCHITECT <br /> BOUNDARY(ON) —-—- <br /> PARAPET WALL (4)20d—� •� PER ARCHITECT <br /> DIAPHRAGM EDGE - - NAILING DIAPHRAGM - - <br /> DIAPHRAGM-.-� � EDGES(EN)N) 2'-D"MIN <br /> BOUNDARY �� `f` •i��_� •"f���. -2x6 <br /> T I = 3x8 PARAPET \ H ellx <br /> BLKG BETWEEN JOIST 1 r---i-- i 1 ! •I IJ li_ Q <br /> \ / CHORD BEARING •I r---t! !•E 1^_-- 1'7 j-•)---I.1 BRACE @ i6"OC 612' f <br /> STRAP PER 3/5603 - DIAPHRAGM PANEL <br /> 1! !I ,L I;I I! \, design gL Oup <br /> INSOLE NAILING / SHEATHING ! ! LI !.! '.1 !� I •I I,j �I � b <br /> -__-_PER PLAN 1/4-0 x 3"SDS TO <br /> SW BELOW-- { I :I 1 1 I !M I,I 1 1 I! NAILING TO TRUSS,TYP <br /> SHEAR WALL EN ,! I !"I 1•i Yf I =I Iq p DIAPHRAGM _Z <br /> \ I I 1 I I I I f J y I•I I I I EDGES(EN) ;P I n <br /> NAILING TOI"i i! !.I !;I I,I 1 I L <br /> DIAPHRAGM ) I"i I I ! • •I J' 11 <br /> BOUNDARY(BN) <br /> CONT DBL TOP PL-- FIELD NAILING(FN)— i.l� :i I !•! I I=fl M F.R!CAN INSTITUTE OF n7p111ECTS <br /> TO INTERMEDIATE `I I I+I '+ !I ( •I I / ROOF TRUSS <br /> FRAMING MEMBERS J I T °j I! I PER PLAN-SIM sFCnoN� <br /> i ! I `l '! !'1 1 I ! 'fB �' (21 ROWS OF BOUNDARY @ FRAMING SIPSON CS16 <br /> / "! I I +, ;! f •! NAILING BN 70 SHEAR <br /> SHEAR WALL- ;,t ! • I ( ) PERP TO WALL Cal 6"OC <br /> PER PLAN j!`I 1 ii 1 1.1 - \ WALLS AND COLLECTORS, <br /> tTAGGERED ! <br /> II <br /> �- LLECTI R <br /> \\ FLOOR OR JOISTS BELOW WALL PER PLAN <br /> NOTES: \ - ROOF TRUSSES <br /> 1. SEE 3/S603 FOR PARAPET BRACING NOT SHOWN FOR CLARITY. PER PLAN NOTES- v` HELIX DESIGN GROUP,INC <br /> 1. BEARING AND SHEAR WALL INTERSECTIONS SHALL BE CONSIDERED DIAPHRAGM BOUNDARIES,TYP <br /> 0 Typical Parapet at Open-Web Joists Perp 2 Unblocked Plywood Roof/Floor Sheathing Layout Low Parapet Bracing <br /> Scale: 1 1/2"=1'-0" Scale: 3/4"=1'-0" `J SC ale: <br /> ND <br /> NAILING <br /> ` <br /> NAILING TO� 4 SAHL <br /> DIAPHRAGM DIAPHRAGM EDGE (�NAILING T1 (2)ROWS OF BOUNDARY 1201 First Awnmle South,Suite 310 <br /> BOUNDARY(ON) �\ + DIAPHRAGM `NAILING(BN)TO SHEAR Seattle,Washington 98134 <br /> PARAPET WALL \ EDGES(EN)/ WALL AND COUECTORS, 20BA02-5156 www.lundopsahl— <br /> EN DIAPHRAGM \ STAGGERED SHEAR WALL <br /> BOUNDARYT,,,r <br /> ` � PL NAIUNG PER SW SCHEDULE <br /> 2x FIAT BLOCKINGLPL NAILING PER SW BELOW <br /> SOLE NAILING� @48'OC ! i I PI ,"j •i )1 tYNPAt!----- -- ! /-' BN TO WALL TOP PLO C <br /> ( DIAPHRAGM PANEL11 i 11 .I/ I I I / -FIAT BLOCKING @ 48- PAJ,SHEATHING �. . � I1IfPANEL EDGE NAIUNG--. j OC W/(4)0.148'0STRAP PER 3/5603—� I ! ,I I• PER SW SCHEO / /PER PLAN SW BELOW F i•I !•! I (j NAILING TO \ / SHEATHINGDIAPHRAGM <br /> 1 I I1 LI I LAN .Io <br /> NAILINGTO �' - <br /> PAP, F'_4._...... ..' , . {J--.- .;•!.-:.�"1(..._t`.F_... ) `---_._.-..- ' �t•xu <br /> . . . . !j , p <br /> SHEATHING <br /> SHEAR WALL EN DIAPHRAGM '_..f____I _.___I_•__-�- ..____ f PER 4��Ftn:nuu <br /> _ EDGES EN ...: PER PLAN �/ /�PE <br /> BOUNDARY(ON) <br /> c>a <br /> J I I 10�14�2021 <br /> FIELD NAILING(fN) i•! 1•f !! f;1 61 <br /> i I 1 1 14 i•I 1,'I !I I CONT DBL TOP PL---'� TO INTERMEDIATE <br /> FRAMING MEMBERS <br /> SHEAR WALL�� 'f_""..-)...7.'..1 7_•_."J'�'._7.•"-:'LT.-.'..".:�. ___ i <br /> PER PLAN J I I! I SHEAR WALL OR BEAM i <br /> COLLECTOR I I PER PLAN(WALL SHOWN) L ROOF JOISTS 6 I PER PLAN SHEAR WALL OR BEAM--•-•---- ---ROOF JOIST <br /> FLOOR OR JOISTS SW BELOW J PER PLAN(WALL SHOWN) PER PLAN <br /> - -��- 2 x(FLAT)BLKG _I <br /> NOTES- V- DIAPHRAGM TYP <br /> ; @ EDGES <br /> i. SEE 3/5603 FOR PARAPET BRACING NOT SHOWN FOR CLARITY, NOTES <br /> ROOF TRUSSES 1. BEARING AND SHEAR WALL INTERSECTIONS SHALL BE CONSIDERED DIAPHRAGM BOUNDARIES,TYP <br /> OjTaicall Parapet at Open-Web Joists ParallelPERPLAN ,' Blocked Plywood Roof/Floor Sheathing Layout T ical Open-Web Joists ParallelScale: 1 /2"=1-0" ° Scale: 3/4'=1'-0" _yp Typical Open-Web Joists Parallel over Shear Wall <br /> Scale: 3/4"=1'-0" 1 Scale: 3/4"=1'-0" STRUCTURAL <br /> 4'-0"MAX@ ROOF 4- 7 WOOD DETAILS <br /> 2'•8'MAX @FLOOR 2'4'MAX @ ROOF <br /> I V-4-MAX @ FLOOR I <br /> EO El <br /> FLOOR PANEL EDGE <br /> /---_-- NAILING PER PLAN --FLOOR PANEL EDGE , <br /> NAILING PER PLAN I 1 I I "- <br /> 2,BLOCKING /--A35 @ 12"OC <br /> BETWEEN JOISTS I /----A35 @ 12-OC OPENING PER <br /> \ SHEATHING PER PLAN �\ ARCHITECT <br /> \ SHEATHING PER PLAN <br /> OPEN I <br /> ......___. INC PER <br /> / \ 2x BLOCKING 1 •----------7 -__. ARCHITECT <br /> I \ BETWEEN JOISTS - ! I <br /> / FRAMING <br /> .......... <br /> PER PLAN <br /> BEAM PER PLAN......................................_.____. _ '^ i <br /> / \ FRAMING I Lo" - -_—__-,-- REVISION DATE <br /> PER PLAN <br /> ADDL(1)HOIST <br /> _ _ ! MEMBER w/ITS <br /> BEAM PER PLAN I JOIST PER PLAN I I - - ---- HANGERS,TYP <br /> L--JOIST PER PLAN i <br /> ADDL 1 <br /> -'--'-----------BEARING CLIP O I-JOIST ADDL(2)1-IOIST i b - <br /> PER TRUSS MFR BEARING CLIP MEMBER w/ITS MEMBERS w/ITS i ! <br /> PER TRUSS MFR HANGER TYP HANGERS,TYP <br /> DATE JOB NO, <br /> 10/14/2022 22-133-01 <br /> NOTE NOTE: <br /> 1. CONTRACTOR TO COORDINATE SIZES&LOCATIONS OF ALL MECHANICAL OPENINGS 1. CONTRACTOR TO COORDINATE SIZES&LOCATIONS OF ALL MECHANICAL OPENINGS <br /> WITH MECHANICAL DRAWINGS. WITH MECHANICAL DRAWINGS. <br /> Typical Open-Web Joists to Interior Beam Typical Open-Web Joists to Beam Typical Rough Openings (4'-0" max) Typical Rou G <br /> 7h Openings (2'-0" max) <br /> Scale: 3/4"=1'-0" G Scale: 3/4"=1'-0" I I Scale: 3/4"=1'-0" �2 Scale: 3/4"=1'-0" 10 S 603 <br /> DRAWING NO. <br /> D I E I F I H I K �E-0-1hTc'IJ!PudO LM-y <br /> A B I HELIX DESIGN GROUP,NC.:4e,b6 <br /> �bNCC:xM eaYIp;C NbV'NNTeNSxilgv) <br /> pe^ieinTYM1'fa li0nt MChi,M9Cn G 0. <br />