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11 7/8" TJI 230 01610C. <br />11 718" TJI 560 01610C. <br />UO,3 3 112X 10 1/2 24F W <br />6X6 DF.11 POST <br />FLOOR INSULATION R-38 <br />11 718" T✓l 230 <br />2X12 JOIST 01610C <br />P. T, 6X6 DF11 <br />POST { IECCLLQ <br />i1 7/8" TJl 560 016 "0, C. <br />11 718" TJ1 BO 016"O,C <br />FLOOR FRAMING NOTES: <br />1, VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION & CONSTRUCTION <br />2,D0 NOT SCALE DRAWINGS VERIFY ALL DIMENSIONS AND ELEVATIONS WITH <br />THE ARCHITECTURAL DRAWINGS,° <br />3 FLOOR SHEATHING THICKNESS AND NAILING SHALL BE 314"W/ 10d <br />A T12"O. C. ALL FIELD SUPPORTS, 10d AT 6" O.C. AT PANEL EDGES AND <br />10d§6 "0. C. A T BOUNDARIES WHERE SHADED PER PLAN SEE DIAPHRAGM, PLAN <br />S1 <br />4. SEE GENERAL STRUCTURAL NOTES FOR FLOOR LOADING CONDITIONS <br />5 PROVIDE SOLID BLOCKING AT THE LOCH TIONS INDICATED PER PLAN <br />6. PROVIDE DBL JOISTS AT WALL ABOVE WITH LENGTH MORE THAN HALF OF <br />THE SPAN U. N 0. <br />U�H�E1� FL 0(911? F-Alk 5CHZ-DUL F <br />Wz-W- 9ER <br />9k 51ZE <br />SREC1ES <br />CONNECTION <br />CO%19%1EWS <br />UO1 <br />,3 112 x 10 112 <br />24F- 114 <br />- <br />HEAlJER <br />UO2 <br />5 112 x 11 715 <br />24f - V4 <br />- <br />9EAIV <br />U0.3 <br />,3 1/2 x 10 112 <br />24F V4 <br />- <br />HEADER <br />4104 <br />4 x 10 <br />DI-2 <br />- <br />HEADER <br />U05 <br />NOe USE <br />- <br />U06 <br />4 x 10 <br />DF12 <br />- <br />HEADER <br />U07 <br />J 112 x 10 112 <br />24F-114 <br />- <br />HEADER <br />U08 <br />,3 112 x 11 719 <br />24F =- V4 <br />- <br />z9EAAA <br />U09 <br />3 112 x 11 719 <br />24F -- V4 <br />-- <br />�EAti1 <br />U10 <br />,3 112 x 11 718 <br />24F 114 <br />�EA%r9 <br />U11 <br />9 1/2 x 11 719 <br />24F =- V4 <br />- <br />£EAR! <br />U12 <br />3 112 x 11 719 <br />24F - V4 <br />- <br />DEAD <br />U1.3 <br />,3 112 x 11 719 <br />24l - V4 <br />- <br />b5E441 <br />U14 <br />,3 1O2 x 11 719 <br />24F - V4 <br />- <br />L9EA1V <br />U15 <br />5 112 x 15 <br />24F V4 <br />- <br />HEADER <br />U16 <br />5 112 x 19 <br />24F - V4 <br />- <br />9,CA41 <br />U17 <br />6 x 12 <br />DFZ2 <br />- <br />U19 <br />4 x 10 <br />D17 <br />- � <br />1/EADER <br />U19 <br />4 x 10 <br />DF�2 <br />- <br />9EA41 <br />U20 <br />5 1f2 x 11 719 <br />24F -114 <br />z9EA4 <br />U21 <br />6 x 12 <br />DF,�2 <br />- <br />DEAA9 <br />U22 <br />4 x 10 <br />DF,2 <br />- <br />HEADED <br />U243 <br />4 x 10 <br />DFZ2 <br />- <br />HEADER <br />U24 <br />4 x 10 <br />DF2 <br />- <br />HEADER <br />U25 <br />3 112 x 11 719 <br />24F - V4 <br />- <br />8EA41 <br />U26 <br />5 112 x 11 719 <br />24F -114 <br />- <br />9Z-AA9 <br />U27 <br />63 112 x 11 719 <br />24F -114 <br />- <br />9EAI1 <br />U28 <br />4 x 10 <br />DF�2 <br />- <br />HEADER <br />LEGEND <br />BLOCKED 9IAPHRA0 <br />®� C516 STRAP U,NO. ON 171E PLAN <br />SOLID BLOCKING W,/ GRAINS OP/ENTED <br />HORIZONTSLLYAT WALL ABV( TYP.) <br />AND/OR FOR SHEAR CONl7NUITY <br />j1� LA S' ZVELI ENGINEERING DESIGN, PLLC _--- <br />w Structural Review <br />- fhis review is for general conformance to the <br />M structural design criteria, red lined marls -ups, <br />52184 <, concept and contract documents. <br />By_ Job#: 05/;0-1; Date_1!Cl�C��� <br />EXPIRES 07-07-2� <br />VA')UPPER FLOOR PLATFORM PLAN_ <br />scale "1 - 1 99 <br />1, <br />Li -I <br />Ld <br />U <br />(� <br />0 <br />C <br />-� �--- <br />0 LLJ <br />U <br />0 LLJ <br />y <br />Q <br />0 <br />N <br />0 <br />Q <br />� <br />N <br />< <br />0 <br />Q6 <br />0 <br />0 <br />Q <br />W <br />La_ <br />< <br />LLJ <br />E <br />CL <br />D <br />2020---25-HA <br />Z1 12 15 2020 <br />