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1 of 14 <br /> SEAMAR -EVERETT <br /> REVISED SHEARWALL LAYOUT <br /> NEW WINDOW;SEE ROOF <br /> PLAN FOR HEADER SIZE <br /> LSTHD8 LSTHD8 TF L S 3'-o" <br /> \SW6/ \SW6/ <br /> T.,„„ <br /> ".1 3'-• I, <br /> TE -LSTHD8— INFILL EXISTING <br /> WINDOW OPENINGS NEW WINDOW;SEE ROOF <br /> WITH NEW 2X STUDS PLAN FOR HEADER SIZE <br /> AT 16" <br /> PORTION OF EXISTING WALL <br /> TO BE REMOVED(PROVIDE <br /> TEMPORARY SHORING PRIOR <br /> WALL REMOVAL)SEE ROOF <br /> PLAN FOR HEADER SIZE <br /> I/ TYPICAL SLAB ON GRADE: <br /> 4"CONCRETE WITH#3 AT 18"E.W. <br /> (MID-DEPTH)OVER VAPOR BARIER, <br /> OVER RIGID INSULATION PER <br /> ARCHITECTURAL DRAWINGS,OVER <br /> 4"COMPACTED CRUSHED ROCK, <br /> F REVISED LOCATION PROVIDE 1"DEEP SAWCUT JOINT AT <br /> OF 2 HR FIREWALL 15'MAX SPACING E.W. <br />, eMEI <br /> �— PORTION OF EXISTING WALL TO BE REMOVED I <br /> I (PROVIDE TEMPORARY SHORING PRIOR WALL <br /> REMOVAL)SEE ROOF PLAN FOR HEADER SIZE <br /> ((N N <br /> _ .. S <br /> 410 <br /> /1 <br /> SW6/ INFILL EXISTING WINDOW <br /> N OPENINGS WITH NEW 2X <br /> STUDS AT 16" <br /> .?Ap. • <br /> NEW WINDOW;SEE ROOF <br /> T TA <br /> LSTHD8 PLAN FOR HEADER SIZE <br /> NF <br /> /SW6 3'-0" <br /> LSTHDB LSTHD8 LSTHD8 (HDU21 <br /> MAIN FLOOR <br /> 2 1/4"=1'-0" <br />