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EXISTING DECK AND DECK <br />FRAMING TO REMAIN <br />EXISTING DECK �DDICKFRAMING TO <br />16 REF <br />SD-1 <br />EXISTING FLOOR <br />FRAMING TO REMAIN <br />(EXISTING FLOOR <br />'FRAMING TO REMAIN <br />I� <br />L_I <br />EXISTING BEAM <br />LINE TO REMAIN <br />EXISTING FLOOR <br />FRAMING TO REMAIN <br />1DREF <br />SD�1 <br />MINIMUM (3) STUDS <br />BELOW, EACH END, <br />TYP AT FB-4 \ <br />i <br />U) <br />19 <br />SD-1 <br />0 <br />� C <br />X <br />HGR PER HGR SCHEDULE <br />NEW INFILL W/ 2X10 @ <br />16"OC W/ HGRS PER <br />HGR SCHEDULE TYP <br />III <br />1. GENERAL STRUCTURAL NOTES AND ABBREVIATIONS PER <br />SHEET S-1. <br />2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ART. <br />3. FLOOR SHEATHING PER GENERAL NOTES. ALL SHEATHING TO <br />BE GLUE® AND NAILS® TO FRAMING PER MANUFACTURER <br />RECOMMENDATIONS, USE 8d COMMON NAILS (0.131" X 2 <br />1/2") @ 6" O.C. AT PANEL EDGES AND AT ALL FRAMING <br />o DESIGNATED "WITH EDGE NAILING" OR "W/EN", AND 12" O.C. <br />IN THE FIELD, UNO. PANEL EDGE JOINTS TO BE STAGGERED <br />N BETWEEN ADJACENT PANELS OF SHEATHING. PROVIDE GAP <br />BETWEEN PANELS TO ALLOW FOR NATURAL <br />EXPANSION/CONTRACTION (1/8" GAP TYP). <br />EXISTING FLOOR 4. LOCATE ALL OPENINGS AND PENETRATIONS AND VERIFY NO <br />FRAMING- TO REMAIN CONFLICT WITH FLOOR FRAMING. MECHANICAL, ELECTRICAL, <br />AND PLUMBING DRAWINGS BY OTHERS. <br />EXISTING HDR 6. ALL WOOD LOCATED WITHIN 81' OF FINISHED GRADE, <br />I BELOW TYP EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE <br />EXISTING BEAM SHALL BE PRESSURE TREATED. ALL FASTENERS IN CONTACT <br />LINE TO REMAIN WITH FIRE -RETARDANT OR PRESSURE -TREATED WOOD SHALL <br />BE COVERED IN PROTECTIVE COATING (I.E. HDG OR SIM). <br />6. ALL BEAMS SHALL BE SUPPORTED BY MIN TWO STUDS BELOW <br />N---- EACH END, UNLESS NOTED OTHERWISE ON PLAN. ALL BEAMS <br />SHALL BE FRAMED FLUSH WITH JOISTS UNO. "DROPPED <br />EXISTING FLOOR FRAMING TO REMAIN TOP <br />OR „ DB„ „ INDICATES T/BFAM EQUAL B/JOISTS, TOP <br />FLUSH" OR "IT" INDICATES T/BEAM EQUAL T/JOISTS AND <br />B/BEAM EXTENDING BELOW B/JOISTS, "BOTTOM FLUSH" OR <br />"BF" INDICATES B/BEAM EQUAL B/JOISTS AND T/BEAM <br />EXTENDING ABOVE T/JOISTS. <br />VERIFY SUPPORT POST j j 7. ALL NON -BEARING WALLS TO BE FRAMED MIN 0.25" UNDER <br />FROM ABOVE STACKING FLOOR SYSTEM. <br />TO BEARING/FND BELOW 8. STUD QUANTITIES POST SIZE HOLDOWN AND SHEARWALL <br />---- REQUIREMENTS PER WALL FRAMING AND SHEARWALL PLAN <br />BELOW. <br />0. ALL POSTS ABOVE THE FLOOR FRAMING SMALL BE BLOCKED <br />j TEMPORARY SHORING BY WITHIN THE FLOOR DEPTH ("VERTICAL GRAIN BLKG", <br />OTHERS, SEE STRUCTURAL "VERTICAL CRUSH BLKG" OR "VCB"). BLOCKING WIDTH <br />uj GENERAL NOTES FORLn <br />cl- <br />---ADDITIONAL INFO SHALL MATCH WIDTH OF POST OR BUNDLED STUDS ABOVE <br />� <br />o — AND EXTEND FULL FLOOR DEPTH. <br />3� 10. HORIZONTAL STRAPS INDICATED ON FRAMING PLANS SHALL <br />BE CENTERED OVER THE TOP PLATE, BEAM, OR BLOCKING. <br />`D - STRAP LENGTH PER PLAN. <br />-x EXISTING FLOOR <br />11. ALL TIES AND HANGERS TO BE MANUFACTURED BY SIMPSON <br />L FRAMING TO REMAIN STRONG -TIE. INSTALLATION PER MANUFACTURER'S <br />------_--__—�/4RECOMMENDATIONS. ALTERNATIVE SOLUTIONS SHALL BE <br />SUBMITTED TO FOR FOR APPROVAL PRIOR TO INSTALLATION. <br />HGR PER HGR SCHEDULE REFER TO TYPICAL HANGER SCHEDULE FOR HANGER SIZE <br />UNO ON PLAN OR DETAILS. <br />(� 14 12. ENGINEERED FLOOR JOISTS AND FLOOR TRUSSES TO BE <br />SD 1 REF DESIGNED BY OTHERS. REFER TO STRUCTURAL GENERAL <br />NOTES FOR SUBMITTAL INFORMATION, AND DESIGN <br />G CRITERIA. <br />13. FIRE -PROOFING AND MOISTURE -PROOFING REQUIREMENTS <br />BY OTHERS. <br />14. TYPICAL DETAILS: <br />0 13/SD-1 TYP DROPPED BEAM AT CUT PLATES <br />0 17/SD-1 TYP NON -LOAD BEARING WALL FRAMING <br />® 1 /SD-1 TYP FRAMING AT INTERIOR BEARING WALL <br />® 19/SD-1 TYP FRAMING AT INTERIOR FLUSH BEAM <br />VERIFY SUPPORT POST <br />FROM ABOVE STACKING f <br />TO BEARING/FND BELOW) <br />EXISTING WINDOW <br />I BELOW TO REMAIN TYP <br />1S CUT CONCRETE, UP TO 6", TO ALLOW <br />REF FOR NEW EGRESS WINDOW WITH <br />SD 1 RETAINED SUPPORT HEADER. <br />SECOND FLOOR FRAMING PLAN <br />INTERIOR BEARING WALL <br />STRAP <br />= LOW ROOF <br />,3 1/8" X 9" GLB (FH-6) BEAM/HEADER CALL OUT (EXAMPLE) <br />REFERENCE TO BEAM OR TRUSS <br />CALCULATION IN CALCULATION PACKAGE <br />BEAM OR TRUSS MEMBER <br />T ® HANGER AS REQD <br />*Es <br />LO <br />Lu <br />ISO <br />TYPICAL JOIST HANGER SCHEDULE �� <br />TJI210 <br />11 7/0" <br />2PLY 11 7/8" <br />14" <br />2-PLY 14" <br />IUS2.06/11.88 <br />MIU4.28/11 <br />IUS2.06/14 <br />MIU4.28/14 <br />2X10 <br />1-PLY <br />2-PLY <br />LUS210 <br />LUS210-2 <br />TYPICAL BEAM HANGER SCHEDULE <br />LVL / LSL / PSL <br />13/4" <br />31/2" <br />51/4" <br />Ifs <br />11 7/8" <br />HUS1.81/10 <br />HHUS410 <br />HGUS6.50/12 <br />HGUS7.26/12 <br />14" <br />HUS1.81/10 <br />HHUS410 <br />HGUS5.50/14 <br />HGUS7.25/14 <br />O ' <br />Ij <br />I.0 <br />z <br />Z (5 <br />0 uj <br />f <br />� l BDC COMMENT REVIEW (12-9-21) <br />1818 HOLBROOK <br />VENUE REMODEL <br />1818 HOLBROOK AVENUE <br />EVERETT, WA 98203 <br />21051 ®4 <br />SGS <br />M RT <br />0/ /2 21 <br />24X36 SHEET: 1/4"= 1'-0" <br />