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3 <br /> r <br /> iki!.. <br /> 1,t'liz.;r:';'111.!,'°:okiiiiii . <br /> • E <br /> DBL 2x 20 _ ' <br /> r-RIM S9.0 . PT 4x4 <br /> r 1 1--- -7-�—�—� —� „ S k I . h f o <br /> k �I � <br /> pt B • {� <br /> ® U Q o Y 6 co k •1 <br /> x•o +, r 4 <br /> N CO'"-I Ili�� �t, l i'� b is t' <br /> *— (n k , r a zX <br /> il <br /> �- LEDGER h I <br /> °_ REF. DETAIL # k :a � a <br /> 6X1 0 - - �� �`aj��a�'�g' x<' ;i <br /> GIRDER I ai 0.. " <br /> T ABOVE � � � •M <br /> ,�� ��i : as <br /> i t i <br /> _IS 1o 8 Y i G0 0 i , ibltidS <br /> Stiobtom <br /> c <br /> U O <br /> o I "cc.' Z <br /> 6 S9.0 I 5052 REGISTERED <br /> S9.0 , i c >- 6 ARCHITECTEr <br /> C!) <br /> x � ' 59.0 <br /> w I 4x BLKG W/ I I Ale-151,-.10-4-- <br /> u., <br /> / CONT. CS16 ' <br /> Ro DRAG STRUT 6 STATE OF WAERT E. SH NGTON <br /> r <br /> N <br /> 59.0 <br /> Li Is:.0 <br /> " // I1�/ I 6x6 <br /> -.1 S9.0 ' S9.0 <br /> o �"'� nx13Ya ,GLB, pRO�PEDHBEA4 -- — <br /> 59.0 POST d <br /> 1I I l 5M-11' GLB HDR 2 I AB01rE o LOWER <br /> OS F R�-- i------- ----- -------- O 2X10 _ z Z LANDING <br /> 0 STAIR <br /> I \ J I I ® — <br /> 6X61 €RAMING/ I c: I \ / o Q <br /> \ / I Cd I X I X � 15 ,,; <br /> _-_- -_--- \\ / 11 ' lc Z �/ \\I N 59.2 n- <br /> I —. —T—� I _ _ I - <br /> FIXTURES I "' II <br /> I� 1Iit . 1 I \ pi , o ! \ / Ic. �!,I STAIR I Z <br /> ABOVE �.m \ w o \/ I <br /> , \ <br /> _= <br /> .....i. L-----___-_, -_.----• — /\ , <br /> - - / \ .::-.c <br /> 7; 1 I o >- l \ \\ J c <br /> II rj __ i_ / \ i \ / <br /> - mikoiii <br /> II 1 7 — -� I' 2 2X10\C ' I 5Y 13Y2 GLB DROPPED BEAM II / \ o <br /> 9 II s • <br /> ��_ i--, S9.o 6X6 "' ,. ' �� 9 / \ I c 7' <br /> S9.o /(2) 2X101 ' o <br /> 52 BHR `: s + " [!"X ` .. <br /> rsan <br /> ,u, I POST , <br /> .y•^. ".° o ABOVE <br /> .o RAISED x N .•. ,'..,°.° <br /> ..:::::,:::::::...: - <br /> PLATFORM `�' 0 ' <br /> `- I o}- , , as N <br /> 6 10 <br /> S9.0 t".` f- ,,' ,. , ,- <br /> o N j•: ••• •.•-•.•:.*.• HDU5 LOCATION �+ <br /> N t- - I I W/ THREADED ROD <br /> TO FOUNDATION • <br /> ° BELOW <br /> ' '''''''''.15) X1L1 m <br /> ci) CCI <br /> 1,1 <br /> ©, '1O .1,' 1 3YeX12 GLB HDR 5Y8"X9"X7\ / a N <br /> GIRDER <br /> IU GLB FB Q <br /> p <br /> ABOVE _-_- GIRDER I (2) 2x10 FB I 4x6 POST _j o <br /> (2) X10 ABOVE I a. <br /> 4 14 Elm <br /> i <br /> S9.0 S9.0 mom <br /> 16 /16\ Z Z <br /> S9.6 �S9.6/ C) <br /> OH OH ,F-- <br /> S9.6 <br /> m Q <br /> 1x3 <br /> a 7 <br /> LL G <br /> 8 <br /> • <br /> UPPER LEVEL MAIN LEVEL . <br /> UNIT F FRAMING PLAN UNIT F FRAMING PLAN <br /> 1/4"=1'-0" /4"_1'-0" o <br /> Is II <br /> v, <br /> 714. <br /> mlle <br /> C <br /> 0 <br /> E <br /> C <br /> FLOOR FRAMING NOTES Q <br /> > <br /> SF STRUCTURAL FASCIA (5/4 x 8) FRAMING DIRECTION Q C V <br /> FB FLUSH BEAM COcnN <br /> CD <br /> HDR HEADER e: EXTENT OF FRAMING0. E C w <br /> GT GIRDER TRUSS <br /> J C t <br /> > s <br /> GLB GLU-LAMINATED BEAM (SEE SHEET S1.0 (SEC, 06185) � 4-7 i <br /> FOR CAMBER INFO.) <br /> FLOOR JOISTS ARE TYPICALLY <br /> 2x10 AT 16" O.C. Ilii 0 > <br /> X (2) 2x STUDS UNO BY XO, WHERE X=NUMBER OF STUDS U.N.O � W c <br /> 0 <br /> HANGERS INDICATED ARE SIMPSON STRONG-TIE II 1111M1 <br /> 4.0ca <br /> FLOOR SHEATHING SHALL BE AS INDICATED ON SHEET S1.0. '' <br /> M <br /> 0 <br /> ALL BEAMS AND HEADERS SHALL BE SUPPORTED ON DOUBLE VENT DUCTING O O. <br /> STUDS UNLESS NOTED OTHERWISE. PROVIDE 3 BUNDLED STUDS <br /> UNDER BEAMS GREATER THAN 6" WIDE AND 2 BUNDLED STUDS !"' <br /> UNDER BEAMS LESS THAN 6" WIDE. FACE NAIL BUNDLED STUDS <br /> TOGETHER WITH (2) 16d AT 12" O.C. TYPICAL. Q <br /> SEE SHEETS S9.0 & S9.1 FOR TYPICAL WOOD FRAMING DETAILS. <br /> Job No.: 13-47 • <br /> 1-- Sheet No.: <br /> Z <br /> rn <br /> U11 <br /> Sheet Order: A B U F R E S D I <br />