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. • <br /> hw I I I: <br /> HAREZLAK <br /> ENGINEERING <br /> HARQLAK ENGINEERING O O O <br /> 11745 BJth Ave.S. <br /> Seattle,WA 98178 <br /> 52'-0" / PH:360.224.0627 <br /> 29-" / <br /> 22'-5? / E:phil@harezlakengineering.com <br /> PIT 2x8 JOISTS @ I I CONSULTANT STAMP. <br /> 16"O.C.wl LUS28Z <br /> HANGER EA.SIDE �,,I? wna4F? <br /> P/T 4x4 POST,TYP. _ ?� l 9 <br /> F <br /> HYP.4x HANGER,STCO36"SQ.x 10"DP. 7153.0� ,u <br /> TYP.4x TO POST CONC.FTG.wl(3) °��'N•+ 5s» �`" <br /> NI,: 3 #4 E.W.BOTTOM I - _ I O u y,Fc�sTN2�� P/r41a1 n r , -- 'GNATSTRAP AROUND 3 > 3 STRAP AROUND 6+6 a SEISMIC FORCE RESISTING SYSTEM LEGEND M,,MRCMED 0617 2022 <br /> OPENING PER t� t OPENING PER l SW-X SHEAR WALL TYPE'X'PER SCHEDULE 8154.0 <br /> 1154.2 ai a 1/S42 1 1 - <br /> O - - 21S3.0' - - - _ 0 <br /> O SW4 - SW-0 T _ ❑A STRAP TYPE HOEDOWN PER SCHEDULE 10154.0 <br /> 10 <br /> C_ I 1 J <br /> EXTENT OF SHEAR WALL SHEATHING <br /> • <br /> STRUT FRAMING MEMBER NAILED AS STRUT PER PLAN NOTE 1 <br /> 0 P <br /> sov os� <br /> �e <br /> VA <br /> A h a P� DOWEL SLAB TO LEGEND <br /> 4/S3.0 �" BASEMENT WALL <br /> STRAP AROUND / <br /> �� 4� -PER 11 OR 12/S3.0 _ 11v0 m �A CS16 DRAG STRAP PER 3/54.2 <br /> OPENING PER 6P� 5"(6St a JS JOIST STRUT gi LJ.I <br /> 1/54.2 I 1 4/S4 2'> _ OS'L5 L=_= STRUCTURAL WALL BELOW U <br /> I F ____c POST BELOW W <br /> R J Q <br /> ( > N <br /> FLOOR FRAMING FLOOR FRAMING PLAN NOTES: <br /> PER PLAN NOTE 2, W <br /> 3 _ TYP.UNLESS NOTED A I 1. FLOOR SYSTEM SHALL CONSIST OF 23/32"APA-RATED PLYWOOD SHEATHING IX <br /> 1n OTHERWISE ON L _ (PANEL SPAN RATING 48/24).NAIL SHEATHING AT ALL FRAMED PANEL EDGES, <br /> PLAN S--I \ ^ O DIAPHRAGM BOUNDARIES,BLOCKING AND EXTERIOR SHEAR WALLS BELOW WITH V <br /> q1 10d @ 6'O.C.NAIL SHEATHING IN PANEL FIELD TO ALL STRUTS,STRUT BLOCKING, J <br /> a N\ I. 12/54.2) F AND INTERIOR SHEAR WALLS BELOW WITH 10d @ 3'O.C.STAGGERED.NAIL J <br /> SHEATHING AT ALL INTERMEDIATE SUPPORTS WITH 10d @ 12'O.C.GLUE <br /> K SHEATHING AT ALL SUPPORTS WITH ADHESIVE CONFORMING TO ASTM <br /> HB5.50/16 A m 1 SPECIFICATION D3498. <br /> f <br /> 10/S4.2 ¢ e > Q <br /> \ ` 2. FLOOR JOISTS TO BE 11-718"TJI 230 @ 16"O.C.PROVIDE HANGERS PER MFR.AS W M <br /> © 1 1 _ ® REQUIRED.ALLOWABLE HOLES IN JOISTS PER JOIST SUPPLIER SPECIFICATIONS. CC C <br /> 3Yxi1/LSL �I m 3. BEAMS OVER INTERIOR AND EXTERIOR OPENINGS SHALL BE 4x8 AND DROPPEDy CO <br /> 01 <br /> 12153.0 LANDING FRAMING 2 <br /> 4� PR 2x8 LEDGER C BELOW STUD WALL TOP PLATES PER 10/S4.1,U.O.N. 0' <br /> ( > C PER PLAN NOTE 60 H <br /> NAILINGEA SHEATHING <br /> PLAN r1}�4c w/(2)Y."0 x 3Y2" a N Q <br /> NOTE 1 fir(, SDS EA.STUD ;:[ L,P/T 4x8;1 4. POSTS OR JAMB STUDS AT END OF SUPPORTING BEAMS,GIRDER TRUSSES,OR 0 = <br /> �p / �`\ BELOW POSTS SHALL BE(3)STUDS AT A MINIMUM.TYPICAL HEADER STUDS WILL o C in • <br /> P/T 2x8 JOISTS @ \\� BE(2)CRIPPLE STUDS AND(1)KING STUD. a .' 1f1 <br /> \�PR 4x4 POST,TYP. f <br /> 16'0.C.w/LUS28Z z W a W <br /> HANGER EA.SIDE HUC4BZ HANGER, 5. OTHER TYPICAL FRAMING DETAILS SHOWN ON SHEET S4.1.SEE 9/S4.1 FOR = 9 CO IX <br /> TYP.4x TO POST <br /> ALLOWABLE HOLES IN STUDS,182/54.1 FOR CONNECTION OF JOISTS TO G o elNON-STRUCTURAL WALLS,8/S4.1 FOR TYPICAL WALL INTERSECTION FRAMING, & m F el W <br /> AND 6/S4.1 FOR TYPICAL TOP PLATE SPLICE. <br /> 6. LANDING JOISTS TO BE 2x8 JOISTS @ 16"O.C.,PROVIDE LUS28 HANGER WHERE REVISIONS: <br /> REQUIRED,2x8 LEDGER.EDGE LANDING BEAMS TO BE 4x8 BEAMS WITH HUC410 <br /> HANGERS TO 4x4 POST. <br /> 7. ALL EXTERIOR WALLS TO BE SHEATHED AND NAILED PER SW-6 SCHEDULE, <br /> UNLESS NOTED OTHERWISE ON PLAN. <br /> a REV.1 06.172022 <br /> 8. ECCQ66-SDS2.5 POST CAP,TYP.AT END CONDITION AND CCQ66SOS2.5 POST CAP NO. DESCRIPTION DATE <br /> MID-SPAN CONDITION,GLB TO 6x6 POST,U.O.N. <br /> PROJECT NUMBER <br /> 22)60 <br /> ISSUE DATE <br /> 05.232022 <br /> CURRENT REVISION: <br /> PERMIT <br /> SHEET NAME. <br /> FIRST FLOOR <br /> III► FIRST FLOOR FRAMING PLAN FRAMING PLAN <br /> „ SCALE:1/4"=1'-0" <br /> SHEET NUMBER- <br /> S2.1 <br />