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EXISTING WINDOW TO BE <br />INFILLED - EXISTING HDR <br />TO REMAIN <br />EXISTING DECK AND DECK <br />FRAMING TO REMAIN <br />EXISTING DECK AND DECK <br />FRAMING TO REMAIN <br />4X8 (RH-1) <br />1 <br />NEW WALL CONSTRUCTION <br />W/ 2X4 FRAMING @ 16"OC <br />EXISTING WALL TO <br />REMAIN TYP —� <br />FP TO BE REMOVED AND REPLACED <br />WITH NEW FULL SPANNING BEAM. <br />TEMPORARY SHORING PER <br />CONTRACTOR, SEE GENERAL NOTES <br />FOR ADDITIONAL INFORMATION <br />(5) NEW 2X ST( <br />BELOW TO FND <br />(3) 1 3/4" X 11 7/8" LVL, LOCATE ABOVE EXISTING CEILING <br />JOISTS W/ MIN (1) H2.5 FROM BEAM TO CEILING JOISTS BELOW <br />TO SUPPORT CEILING. ASSURE CEILING JOISTS ARE SPLICED W/ <br />MIN (4) 1/4" 0 X 3" SDS SCREWS FOR INCREASED CEILING <br />PERFORMANCE. MOVE BRACES, IF EXISTING, ABOVE BEAM TO BE <br />PLACED ON TOP OF BEAM. BEAM TO BE BRACED AT EACH END W/ <br />DIAGONAL 2X4 KICKER EACH WAY W/ MIN CONNECTION OF (4) <br />10d TOE NAILED INTO EACH BRACE/BEAM/PLATE BELOW. CONTACT <br />SER AS REQUIRED FOLLOWING DISCOVERY (RB-3) <br />EXISTING POST TO BE REMOVED AND <br />REPLACED W/ NEW FULL SPANNING <br />BEAM - TEMPORARY SHORING PER <br />CONTRACTOR, SEE GENERAL NOTES <br />FOR ADDITIONAL INFORMATION <br />c� <br />X m <br />EXISTING DASHED <br />WALL TO BE <br />DEMOLISHED TYP EXISTING HDRS TO <br />REMAIN TYP <br />ST BELOW W/ <br />SHIM AS REQD) <br />: 18" GLB <br />CEILING RIDGE <br />tB-1) <br />(5) NEW 2X STUDS <br />BELOW TO FND <br />NO SIGNIFICANT LATERAL IMPACT FROM <br />REMODEL - HENCE EXISTING LATERAL <br />SYSTEM NOT COMPROMISED PER <br />PROPOSED SCOPE. RATHER, MORE WALLS <br />ARE ADDED WHICH WILL INCREASE <br />BUILDING PERFORMANCE <br />SECOND FLOOR WALL FRAMING AND SHEAR WALL PLAN <br />SHEAR WALL SCHEDULE <br />WALL FRAMING AND SHEAR <br />WALL NOTES <br />1. GENERAL STRUCTURAL NOTES AND ABBREVIATIONS PER SHEET S-1. <br />2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCH. <br />3. LUMBER GRADE PER GENERAL STRUCTURAL NOTES. <br />4. ALL BUNDLED STUDS SPECIFIED PER PLAN SHALL BE CONNECTED <br />TOGETHER WITH 16d @ 611O.C. <br />5. EXTERIOR WALL STUDS SHALL BE 2X6 @ 16"O.C. (<_ 10'), 2X6 @ <br />12"O.C. (>10') UNO. INTERIOR WALL STUDS SHALL BE 2X4 @ 16"O.C. <br />UNO. REFER TO ARCH SET FOR WALL THICKNESS REQUIREMENTS AT <br />PLUMBING STACKS. ALL INTERIOR NON -BEARING WALLS TO BE <br />FRAMED MIN 0.25" UNDER FLOOR SYSTEM. <br />6. PROVIDE ONE KING STUD AND ONE JACK STUD MINIMUM AT EVERY <br />HEADER UNO. JACK STUDS SHOULD BE CONTINUOUS TO THE <br />FOUNDATION AND SHALL HAVE VERTICAL CRUSH BLOCKING WITHIN <br />THE FLOOR FRAMING DEPTH MATCHING THE WIDTH OF JACK STUDS. <br />7. SHEARWALL SHEATHING AND NAILING REQUIREMENTS PER <br />SHEARWALL SCHEDULE. ALL EXTERIOR WALLS SHALL BE TYPE SW6 <br />UNO. <br />8. ALL SHEATHING PANEL EDGES TO OCCUR OVER STUDS, PLATES, RIMS <br />OR HORIZONTAL BLOCKING. PANEL EDGE NAILING PER SHEARWALL <br />SCHEDULE, FIELD NAILING AT 12" O.C. UNO. <br />9. PROVIDE MIN TWO 2X STUDS AT EACH END OF SHEARWALL UNO. <br />PROVIDE PANEL EDGE NAILING INTO EACH STUD AT END OF WALL. <br />10. SHEARWALL PANEL EDGE STUDS INDICATE THE MINIMUM STUD WIDTH <br />AT ABUTTING PANEL EDGES. TWO 2X STUDS ARE AN ACCEPTABLE <br />ALTERNATE FOR 3X STUDS. TWO 2X STUDS ARE TO BE NAILED <br />TOGETHER WITH TWO ROWS 10d NAILS AT 6" O.0 (4" O.C. @ SW2 AND <br />2W2). AT DOUBLE SIDED SHEARWALLS VERTICAL PANEL EDGES TO BE <br />STAGGERED ON OPPOSITE SIDES OF THE WALL EXCEPT END OF <br />SHEARWALL. <br />11. LTP4 INSTALLED OVER PLYWOOD SHALL USE 8d COMMON NAILS (.1310 <br />X 2.5") LTP4 INSTALLED DIRECTLY AGAINST FRAMING MAY USE 8d <br />SHORT (.131X 1.5") RBC INSTALLED DIRECTLY AGAINST FRAMING USE <br />10d SHORT (.148X 1.511). <br />12. WINDOW STRAP INDICATES THAT A WINDOW IS INCORPORATED <br />WITHIN THE SHEAR WALL. REFER TO FORCE -TRANSFER AROUND <br />OPENING DETAIL FOR FRAMING REQUIREMENTS. <br />13. STHD HOLDOWNS ARE DIMENSIONED TO CENTER OF STRAP. HDU/HD <br />HOLDOWNS ARE DIMENSIONED TO CENTER OF ANCHOR BOLT. <br />14. SILL ANCHOR BOLTS (]-BOLTS) SHALL BE ASTM F1554 (36KSI) HDG, <br />ASTM A307 (36KSI) HDG OR SIM. ANCHOR BOLTS TO BE 5/8" ICJ X 7" <br />MIN EMBEDMENT. SPACING PER SHEARWALL SCHEDULE (72" O.C. <br />MAX). EACH ANCHOR BOLT TO HAVE STANDARD HDG NUT AND <br />WASHER INSTALLED OVER 3"X3"X1/4" HDG PLATE WASHER WITH AND <br />EDGE OF THE PLATE WASHER LOCATED WITHIN 1/2" OF SHEATHED <br />FACE OF WALL. FOR TWO-SIDED SHEARWALLS W/ 2X6 WALL FRAMING <br />USE 4X4X1/4" PLATE WASHERS OR STAGGER ANCHOR BOLTS SO THAT <br />EVERY OTHER PLATE WASHER IS LOCATED WITHIN 1/2" OF EACH FACE <br />OF THE WALL. <br />15. ALL HANGERS TO BE MANUFACTURED BY SIMPSON STRONG -TIE. <br />INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. <br />ALTERNATIVE SOLUTIONS SHALL BE SUBMITTED TO FOR FOR <br />APPROVAL PRIOR TO INSTALLATION. REFER TO TYPICAL HANGER <br />SCHEDULE FOR HANGER SIZE UNO ON PLAN OR DETAILS. <br />16. FIRE -PROOFING AND MOISTURE -PROOFING REQUIREMENTS BY <br />OTHERS. <br />17. TYPICAL DETAILS: <br />• 17/SD-1 TYP NON -BEARING WALL FRAMING <br />• 20/SD-1 TYP TOP PLATE SPLICE <br />• 1/SD-2 TYP NOTCHES AND HOLES IN WOOD STUDS <br />• 2/SD-2 FORCE -TRANSFER AROUND WINDOWS DETAIL <br />3/SD-2 TYP HEADER FRAMING <br />FRAMING AND SHEATHING LEGEND <br />HOLDOWN BY SIMPSON <br />(STHD/MST/HDU/HD, TYP) <br />#K <br />#J - INDICATES THE NUMBER OF KING AND JACK STUDS <br />- INDICATES SHEARWALL LOCATION (SW# - SHEAR WALL MARK) <br />CS16 - HORIZONTAL STRAP (EXAMPLE) <br />-HEADER <br />SW6 AA) - SHEAR WALL CALLOUT <br />T:—T� REFERENCE TO WALL DESIGNATION IN THE CALCULATION PACKAGE <br />REFERENCE TO SHEAR WALL TYPE PER SHEAR WALL SCHEDULE <br />3 1/8" X 9" GLB (FH-5) - EXAMPLE <br />—� REFERENCE TO BEAM OR TRUSS CALCULATION IN <br />CALCULATION PACKAGE <br />BEAM OR TRUSS MEMBER <br />WALL <br />SHEATHING <br />PANEL EDGE NAILING <br />(COMMON OR GALV <br />BOX NAILS) <br />PANEL <br />EDGE <br />STUDS <br />ANCHOR BOLTS <br />" <br />5/8Q� EMBED 7" <br />RIM CONNECTION <br />AT MUD SILL/ PLATE <br />AT ROOF EAVE <br />TOP PLATE <br />AT SILL PLATE <br />(SINKER NAIL. 1480 x 3 1/4") <br />SW6 <br />7/16" APA PLY ONE SIDE <br />8d AT 6" O.C. <br />2x <br />48" O.C. IN 2x PLATE <br />LTP4 AT 24" O.C. <br />RBC AT 16" O.C. <br />16d AT 6" O.C. <br />SW4 <br />7/16" APA PLY ONE SIDE <br />8d AT 4" O.C. <br />2x <br />32" O.C. IN 2x PLATE <br />LTP4 AT 16" O.C. <br />RBC AT 12" O.C. <br />16d AT 4" O.C. <br />SW3 <br />7/16" APA PLY ONE SIDE <br />8d AT 3" O.C. <br />3x <br />16" O.C. IN 2x PLATE <br />LTP4 AT 16" O.C. <br />RBC AT 8" O.C. <br />16d AT 3" O.C. <br />SW2 <br />7/16" APA PLY ONE SIDE <br />8d AT 2" O.C. <br />3x <br />12" O.C. IN 2x PLATE <br />LTP4 AT 12" O.C. <br />RBC AT 8" O.C. <br />16d AT 2" O.C. <br />2W4 <br />7/16" APA PLY TWO SIDES <br />8d AT 4" O.C. EA SIDE <br />3x <br />24" O.C. IN 3x PLATE <br />LTP4+A35 @ 16" O.C. EA SIDE <br />N.A. AT ROOF EAVE <br />(2) ROWS 16d AT 4" O.C. <br />2W3 <br />7/16" APA PLY TWO SIDES <br />8d AT 3" O.C. EA SIDE <br />3x <br />16" O.C. IN 3x PLATE <br />LTP4+A35 @ 16" O.C. EA SIDE <br />N.A. AT ROOF EAVE <br />(2) ROWS 16d AT 3" O.C. <br />2W2 <br />7/16" APA PLY TWO SIDES <br />8d AT 2" O.C. EA SIDE <br />3x <br />16" O.C. IN 3x PLATE <br />LTP4+A35 @ 12" O.C. EA SIDE <br />N.A. AT ROOF EAVE <br />(2) ROWS 16d AT 2" O.C. <br />NOTES: 1) FOR NON -SHEAR WALL, PROVIDE ANCHOR BOLTS @ 72" O.C. <br />gr <br />W <br />Do <br />W <br />Z <br />0 <br />W <br />z W z <br />z z <br />O � W <br />A BDC COMMENT REVIEW (12-9-21) <br />1818 HOLBROOK <br />AVENUE REMODEL <br />1818 HOLBROOK AVENUE <br />EVERETT, WA 98203 <br />S210515-4 <br />SGS <br />:"'NECKED B`- MRT <br />DATE - 9/8/2021 <br />24X36 SHEET:1/4"=l'-0° <br />H <br />Q <br />LL z <br />J <br />J <br />< CL <br />J <br />0C Q <br />O? <br />O <br />� <br />LL < <br />L1J <br />z <br />O <br />(n <br />u z <br />Q <br />�a <br />