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52'-0" <br />.0 <br />FIRST FLOOR FRAMING PLAN <br />SCALE: 1/4" =1'-0" <br />SEISMIC FORCE RESISTING SYSTEM LEGEND <br />SW-X SHEAR WALL TYPE'X' PER SCHEDULE 04.0 <br />V ❑A STRAP TYPE HOLDOWN PER SCHEDULE 10/S4.0 <br />N <br />ih <br />® EXTENT OF SHEAR WALL SHEATHING <br />STRUT FRAMING MEMBER NAILED AS STRUT PER PLAN NOTE 1 <br />LEGEND <br />QCS16 x 4'-0" LONG DRAG STRAP PER 31S4.2 <br />JS JOIST STRUT <br />E _ _ :1 STRUCTURAL WALL BELOW <br />m POST BELOW <br />FLOOR FRAMING PLAN NOTES: <br />1. FLOOR SYSTEM SHALL CONSIST OF 23132" APA-RATED PLYWOOD SHEATHING (PANEL SPAN <br />RATING 48/24). NAIL SHEATHING AT ALL FRAMED PANEL EDGES, DIAPHRAGM BOUNDARIES, <br />BLOCKING AND EXTERIOR SHEAR WALLS BELOW WITH 10d @ 6" O.C. NAIL SHEATHING IN PANEL <br />FIELD TO ALL STRUTS, STRUT BLOCKING, AND INTERIOR SHEAR WALLS BELOW WITH 10d @ 3" O.C. <br />STAGGERED. NAIL SHEATHING AT ALL INTERMEDIATE SUPPORTS WITH 101 @ 12" O.C. GLUE <br />SHEATHING AT ALL SUPPORTS WITH ADHESIVE CONFORMING TO ASTM SPECIFICATION D3498. <br />2. FLOOR JOISTS TO BE 11-7/8" Till 230 @ 16" O.C. PROVIDE HANGERS PER MFR. AS REQUIRED. <br />ALLOWABLE HOLES IN JOISTS PER JOIST SUPPLIER SPECIFICATIONS. <br />3. BEAMS OVER INTERIOR AND EXTERIOR OPENINGS SHALL BE 48 AND DROPPED BELOW STUD <br />WALL TOP PLATES PER 10/54.1, U.O.N. <br />4. POSTS OR JAMB STUDS AT END OF SUPPORTING BEAMS, GIRDER TRUSSES, OR BELOW POSTS <br />SHALL BE (3) STUDS AT A MINIMUM. TYPICAL HEADER STUDS WILL BE (2) CRIPPLE STUDS AND (1) <br />KING STUD. <br />5. OTHER TYPICAL FRAMING DETAILS SHOWN ON SHEET S4.1. SEE 9/S4.1 FORALLOWABLE HOLES IN <br />STUDS, 1&2/S4.1 FOR CONNECTION OF JOISTS TO NON-STRUCTURAL WALLS, 8IS4.1 FOR TYPICAL <br />WALL INTERSECTION FRAMING, AND 6IS4.1 FOR TYPICAL TOP PLATE SPLICE. <br />6. ROOF SYSTEM SHALL CONSIST OF 19/32" MINIMUM PLYWOOD SHEATHING (PANEL SPAN RATING <br />24/0). NAIL SHEATHING AT ALL FRAMED PANEL EDGES, DIAPHRAGM BOUNDARIES, STRUTS, <br />BLOCKING AND SHEAR WALLS BELOW w/ 10d @ 6" O.C. NAIL SHEATHING AT ALL INTERMEDIATE <br />SUPPORTS WITH 10d @ 12" O.C., U.O.N. INSTALL PANEL EDGE CLIPS PER GENERAL STRUCTURAL <br />NOTES AT ALL UNFRAMED, UNBLOCKED PANEL EDGES. <br />7. ROOF FRAMING SHALL BE CONNECTOR PLATE TRUSSES @ 24" O.C. REFER TO GENERAL <br />STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS & ARCHITECTURAL DRAWINGS FOR <br />HEIGHTS AND CONFIGURATIONS. <br />WME <br />HAREZLAK <br />ENGINEERING <br />HAREZLAK ENGINEERING <br />11745 87th Ave. S. <br />Seattle, WA 98178 <br />PH: 360.224.0627 <br />E: phil@harezlakengineering.com <br />CONSULTANT STAMP: <br />NOTES AND <br />LEGEND FROM <br />ARANDA RES <br />PROJECT <br />Z <br />W <br />0 <br />Vf <br />W <br />V <br />J <br />J <br />J <br />a <br />WLu <br />M <br />� <br />o <br />Z <br />N 00 <br />OC <br />En <br />o L <br />r <br />Ln <br />�LnF <br />o W <br />o P, ui <br />a � � <br />G J <br />r W <br />m <br />r W <br />REVISIONS: <br />NO. I DESCRIPTION DATE <br />PROJECT NUMBER: <br />22-060 <br />ISSUE DATE: <br />05.xx.2022 <br />CURRENT REVISION: <br />PERMIT <br />SHEET NAME: <br />FIRST FLOOR <br />FRAMING PLAN <br />SHEET NUMBER: <br />S291 <br />Page 19 of 52 <br />