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EXISTING DECK BELOW <br />REF 4 — <br />SD-2 <br />EXISTING DECK BELOW <br />NEW HEADER BELOW <br />FP BELOW TO BE REMOVED AND OPENING <br />TO BE INFILLED - BALANCE PER 6/SD-2. <br />SEE GENERAL NOTES FOR ADDITIONAL <br />INFORMATION AND HGR SCHEDULE <br />EXISTING ROOF/CEILING <br />FRAMING TO REMAIN <br />I <br />EXISTING ROOF/CEILING <br />FRAMING TO REMAIN <br />(2X6 MIN). CONTACT <br />FOR IF LESS THAN <br />(REF RB-5) <br />NEW INTERIOR RIDGE <br />SUPPORT BEAM BELOW <br />TEMPORARY SHORING BY <br />OTHERS, SEE STRUCTURAL <br />GENERAL NOTES FOR <br />ADDITIONAL INFO <br />NEW FLOATING SUPPORT <br />BEAM BELOW <br />EXISTING WINDOW <br />SD 2 REF Si) 2 BELOW TO REMAIN <br />TYP <br />EXISTING ROOF/CEILING <br />FRAMING TO REMAIN <br />4 REF <br />SD-2 <br />ROOF FRAMING <br />1. GENERAL STRUCTURAL NOTES AND ABBREVIATIONS PER SHEET <br />S-1. <br />2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCH. <br />3. ROOF SHEATHING PER GENERAL NOTES. ALL SHEATHING TO BE <br />GLUED AND NAILED TO FRAMING PER MANUFACTURER <br />RECOMMENDATIONS. USE 8d COMMON NAILS (0.131 X 2 1/211) @ <br />6" O.C. AT PANEL EDGES AND AT ALL FRAMING DESIGNATED <br />"WITH EDGE NAILING" OR "W/EN", AND 12" O.C. IN THE FIELD, <br />UNO. PANEL EDGE JOINTS TO BE STAGGERED BETWEEN ADJACENT <br />PANELS OF SHEATHING. PROVIDE GAP BETWEEN PANELS TO <br />ALLOW FOR NATURAL EXPANSION/CONTRACTION (1/8" GAP TYP). <br />4. ALL ROOF TRUSSES SHALL BE SPACED NO FURTHER APART THAN <br />24" O.C. AND SHALL BE CONNECTED TO TOP PLATE WITH H2.5 TIE <br />UNO. <br />5. ALL GIRDER TRUSSES SHALL BE CONNECTED TO TOP PLATE WITH <br />TWO H6 TIES UNO. <br />6. LOCATE ALL OPENINGS AND PENETRATIONS AND VERIFY NO <br />CONFLICT WITH ROOF FRAMING. MECHANICAL, ELECTRICAL, AND <br />PLUMBING DRAWINGS BY OTHERS. <br />7. ALL BEAMS AND GIRDER TRUSSES SHALL BE SUPPORTED BY MIN <br />TWO STUDS BELOW EACH END, UNLESS NOTED OTHERWISE ON <br />PLAN. ALL BEAMS SHALL BE FRAMED FLUSH WITH JOISTS UNO. <br />"DROPPED BEAM" OR "DB" INDICATES T/BEAM EQUAL B/JOISTS. <br />"TOP FLUSH" OR "TF" INDICATES T/BEAM EQUAL T/JOISTS AND <br />B/BEAM EXTENDING BELOW B/JOISTS. "BOTTOM FLUSH" OR "BF" <br />INDICATES B/BEAM EQUAL B/JOISTS AND T/BEAM EXTENDING <br />ABOVE T/JOISTS. <br />8. ALL NON -BEARING WALLS TO BE FRAMED MIN 0.25" UNDER FLOOR <br />SYSTEM. <br />9. STUD QUANTITIES, POST SIZE, HOLDOWN, AND SHEARWALL <br />REQUIREMENTS PER WALL FRAMING AND SHEARWALL PLAN <br />BELOW. <br />10. HORIZONTAL STRAPS INDICATED ON FRAMING PLANS SHALL BE <br />CENTERED OVER THE TOP PLATE, BEAM, OR BLOCKING. STRAP <br />LENGTH PER PLAN UNO. <br />11. 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 />HANGERS FOR ROOF TRUSSES BY OTHERS. <br />12. ENGINEERED ROOF JOISTS AND ROOF TRUSSES TO BE DESIGNED <br />BY OTHERS. REFER TO STRUCTURAL GENERAL NOTES FOR <br />SUBMITTAL INFORMATION, AND DESIGN CRITERIA. <br />12.1. STANDARD DEAD AND LIVE LOADS SHALL BE USED FOR <br />TRUSS DESIGN. REFERENCE STRUCTURAL GENERAL NOTES <br />FOR MORE INFORMATION. <br />12.2. CHANGES TO LAYOUT MUST BE SUBMITTED TO THE <br />ARCHITECT AND FOR FOR REVIEW AND APPROVAL. <br />12.3. TRUSS SUBMITTAL PACKAGE TO BE PROVIDED TO FOR FOR <br />REVIEW. REFERENCE STRUCTURAL GENERAL NOTES FOR <br />SUBMITTAL REQUIREMENTS. <br />12.4. (XXX LBS SHEAR/DRAG) INDICATES SHEAR TRANSFER LOAD. <br />SHEAR TRUSS SHALL BE DESIGNED TO BE ABLE TO <br />TRANSFER SPECIFIED LATERAL LOAD APPLIED AT THE TOP <br />CHORD TO THE BOTTOM CHORD AND INTO SHEARWALL <br />BELOW. <br />12.5. ROOF TRUSSES SHOULD BE DESIGNED FOR ADDITIONAL <br />LOADS WHERE APPLICABLE AS SPECIFIED BY THE ARCHITECT <br />(I.E. MECHANICAL UNITS, ROOF DECKS AND PATIOS, GREEN <br />ROOFS, SOLAR UNITS AND ETC). <br />12.6. TRUSS DESIGN FOR BEARING AT TOP PLATES TO BE <br />DESIGNED FOR COMPRESSION PERPENDICULAR TO GRAIN. <br />13. FIRE -PROOFING AND MOISTURE -PROOFING REQUIREMENTS BY <br />OTHERS. <br />14. ROOF COVERINGS AND ROOFING MATERIAL BY OTHERS. <br />15. ROOF DRAINAGE BY OTHERS. <br />16. ATTIC VENTILATION BY OTHERS. <br />17. FOR TYPICAL INSTALLATION DETAILS REFERENCE TO: <br />• 13/SD-1 TYP DROPPED BEAM AT CUT PLATES <br />• 17/SD-1 TYP NON -LOAD BEARING WALL FRAMING <br />• 4/SD-2 TYP HIP ROOF FRAMING <br />• 5/SD-2 TYP GABLE END ROOF FRAMING <br />FRAMING LEGEND <br />- GIRDER OR GABLE END TRUSS <br />- INTERIOR BEARING WALL <br />- ROOF OVERFRAMING <br />3 1/8" X 9" GLB (FH-5) - EXAMPLE <br />�- REFERENCE TO BEAM OR TRUSS <br />CALCULATION IN CALCULATION PACKAGE <br />�� BEAM OR TRUSS MEMBER <br />- HANGER AS REQD <br />0 0 4owssl-5 <br />oc0�S <br />U <br />�- Lu <br />o EX�EN�S o <br />o z <br />o a <br />cn <br />O '- <br />O "' <br />� O <br />U- <br />i ■ <br />z <br />�.-- W <br />® > z <br />> z <br />W <br />W Z <br />Z z <br />0z <br />REViSiONS <br />DESCRIPTION, DATE ;B <br />Q BDC COMMENT REVIEW (12-9-21) <br />1818 HOLBROOK <br />AVENUE REMODEL <br />1818 HOLBROOK AVENUE <br />EVERETT, WA 98203 <br />S210515-4 <br />nRAIJNISGS <br />M RT <br />SHEET DA TI LL 9/8/2021 <br />24X36 SHEET: 1/4"=l'-0" <br />z <br />z <br />LL <br />110 <br />LL <br />0 <br />0 <br />w <br />