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tjPAi <br /> -. <br /> . pil,,,1":10,.. ill <br /> f*fAw1 <br /> /i/) ! <br /> gP' 41111F Al <br /> 0) <br /> N <br /> N- <br /> ti <br /> >N- 4 <br /> L.L. N <br /> 5 <br /> FLOOR FRAMING NOTES. > . N o <br /> 1. VERIFY ALL EXISTING CONDInONS PRIOR TO FABRICATION & o n. v <br /> CONSTRUCnON o <br /> ZDo NOT SCALE DRAWINGS VERIFY ALL DIMENSIONS AND Q c <br /> ELEVAnONS HIM THE ARCHITECTURAL DRAWINGS,• I td <br /> J. FLOOR SHEATHING THICKNESS AND NAILING SHALL BE 3/4" W/ (/) Q ?� <br /> A 10d012"O.C. ALL FIELD SUPPORTS, 1od06"0..C. ALL PANEL EDGES <br /> Rl RE SHADED PER PLAN, <br /> A09 AND 10d05"0.C. ALL PANEL BOUNDARIES WHERE <br /> UNLESS NOTES ON THE FLOOR DIAPHRAGM SCHEDULE, PLAN S2 0 s <br /> 4. SEE GENERAL STRUCTURAL NOTES FOR FLOOR LOADING •— o <br /> CONDI77ONS -3 m ...t <br /> 5. PROVIDE SOLID BLOCKING AT THE LOCA 7ONS INDICATED PER •= -i <br /> PLAN a. <br /> 2X1OHF/2 PT LEDGER W/ /2 X4-/2 LAG SCRE1'S 6. PROVIDE DBL JOIST WALL ABOVE WITH LENGTH MORE THAN HALF a. (4 <br /> A <br /> 0 6"O.C. STAGGERED OF THE SPAN U.N.O. U o <br /> 11 7/8' 110TJi 016'0.C. 2'M/N TOP EDGE 7. PROVIDE SRAPP/NG CSI6 A T ALL FLOOR AND WALL OPEN/NGS. N <br /> EXTEND STRAP M/N. 2-O"EACH SIDE UNLESS NOTED ON THE PLAN Q et <br /> 6 1/2"M/N. B10 ROWS 8. ALL WOOD IN CONTACT WITH WEATHER-EXPOSED CONCRETE OR N <br /> 3/4"MIN. SOT EDGE WITHIN 6" OF FINISHED GRADED SHALL BE PRESSURE THEATED <br /> U04- 4X10DF12 U04- 4X100F/2 U04- 4X1ODF/2 2"Ml . ND DICT-NCE <br /> . ——— <br /> 1, ' 9 i ❑ <br /> ... 8'8" x n <br /> 0 <br /> ® ; e W 00 <br /> U <br /> A09 N <br /> W 0-)0 00 <br /> � <br /> I <br /> � <br /> U01-5 1/21'18 24F-V4 UO2-6X18 DF/2 nQ <br /> 1---4-- — *--+ -+ +—+- s - _ -;--� — +--C U --I Q <br /> Lii = � <br /> , _ <br /> �I m " rY c.) <br /> B I r-- �I Swig3 2x10 DECK JOIST HF/2 016 O.C. _ <br /> A09 ,_.: <br /> I j i- <br /> j1 Ez.cN W <br /> r . \ <br /> 0 W <br /> Q ' - > <br /> . -, 0 A co L-L-1 <br /> ti.j I 1 I C� <br /> Lli <br /> 10 <br /> 144110 <br /> S3 ❑ F-- <br /> II 1 <br /> i <br /> (2)2X12 STRINGER -U09 \ U07- 4X1ODF#2 <br /> N 11 UO4- 4X10DF12 <br /> _ 4 a S3 " " LEGEND <br /> 11 7/8 110Ti 016 0.C. <br /> ILLU10- 4X12 DF/2 U08- PT 4X12DF/2 z <br /> 2X P.T. LEDGER IV 12 <br /> 1/2" .0 SCREWS S3 BLOCKED DIAPHRAGM J <br /> 012"O. STAGGERED <br /> UPPER FL OO 8EA/fr/ SCf�EDUL E — CS16 STRAP WERE NOTED <br /> ONIHE PLAN. EXT 2'-0"MlN CL <br /> • MEMBER a11 S/ZE SPEC/ES CONNECT/ON COA/A/ENTS' EA SIDE(TIP), U.N.O. ce Q) <br /> A ---- 4X SOLID BLOCKING(TYP.) 0 r <br /> Q <br /> A09 N <br /> 1/01 5 1/2 x 18 24F-V4 - BEAM <br /> clik CS:) <br /> 1/02 6 x 18 OF 2 - BEAM .I N <br /> UO3 6 x 18 DF12 - BEAM 0- OD <br /> U04 4 x 10 DF#2 - HEADER <br /> O . . <br /> 1/05 6X10 P. T. DF#2 - BEAM O F- <br /> 1/06 3 1/2 x 11 7/8 24F-V4 - HEADER -J Q <br /> L 0 <br /> U07 4 x 10 DF72 - HEADER <br /> U08 4x12 DF#2 BEAMP. T. D)I ©{ IIV{ <br /> ce <br /> 110.9 (2) 2 x 12 DF/2 - STRINGER P. r FEB 1 2 2020W a. <br /> CL <br /> U10 4 x 12 DF#2 - BEA4 P. 1: -CITY OF EVERETT D <br /> Permit Services <br /> ZELA S <br /> P,�,s, F W4Sy / <br /> O <br /> - 'ttt,�� 9. '� 2019-21 -ADU <br /> f 4 _ 1 city review <br /> 7,� 52184•Op �, 1 11 20 19 <br /> EGI T / / <br /> . . = `�J'sro , i`', ''1.0 <br /> EXPIRES: 07-07-20 <br /> UPPER FLOOR PLATFORM PLAN <br /> ,i,,,,,,�,��,,,,,r„N,,,,. _ 4 = 11-0" A0 5 <br /> scale � CITY OF EVERETT <br /> REVIEWED FOR PERM T <br />