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} 1 2 I 3 I 4 I 5 <br /> EW 2x6 STUDS <br /> SPACED 0 16" O.C. )c FLAG NOTES: <br /> NEW 2x6 BASE PLATE Adhesive, Construction <br /> XISTING 2x6 FLOOR JOIST NEW 2x6 STUDS Grade <br /> NEW 2x6 BASE PLATE . <br /> (FIRST FLOOR) EXISTING FLOOR SPACED ©16" O.C. ----'- EXISTING FLOOR 2 <br /> SUB-BASE d <br /> SUB-BASE Fasteners <br /> 2x8 FLOOR JOIST XISTING 2x6 FLOOR JOIST <br /> D EXISTING FLOOR D <br /> NEW 2x8' GROUND FLOOR LEVEL NEW 2x6 PROVIDE 2x8 BLOCKING SUB-BASE <br /> BLOCKING 2-4x6 STUDS TOP PLATES �_ —�_ <br /> ��1�o IN-BETWEEN JOIST <br /> TOPNEW 2x6 PLATES ���� Iv EW 8x12 BEAM l vay iriN II I 1 <br /> rni�s1,m� EXISTING 2x6 FLOOR <br /> PROVIDE 30LBSJOIST <br /> ASPHALT FELT??? EW 8x12 BEAM wirAppippr- <br /> ---,_J <br /> 4x6 STUD ¢ 4x6 STUDS SPACED <br /> — a EW 2x8 FLOOR JOIST -w' `_` 16 O.C. EW BEAM — <br /> _ NEW 2x8 FLOOR JOIST <br /> 1111 Lu <br /> a_ EXISTING 8" THICK <br /> = CONCRETE WALL <br /> y \r • ~ <br /> SECTION - <br /> .... .. ... <br /> (REINFORCED FLOOR JOIST-Typical Section) <br /> P� . . <br /> SCALE:NTS <br /> EXISTING 8" THICK N <br /> C CONCRETE <br /> ISANL SECTION A-A SECTION Al-Al C <br /> SCALE:NTS SCALE:NTS <br /> GENERAL NOTES: <br /> 1. VERIFY ALL DIMENSIONS AND HEIGHT ON SITE. <br /> EW 6x8 COLUMN 6x8 COLUMN 2. REFER TO NAILING SCHEDULE FOR THE 2 X 6 AND 2 X 8 SIDE LAP <br /> REINFORCEMENT, BLOCKINGS AND BRIDGING. <br /> 2 2x6 STUDS <br /> _ EW 2x6 STUDS 3. CONSTRUCTION GRADE ADHESIVE SHALL BE APPLIED TO THE CONTACT SURFACE — <br /> 2x8 FLOOR JOIST AREA OF THE FLOOR JOIST BEING SIDE LAPPED AND THE SUB FLOOR ON TOP <br /> XISTING 2x6 FLOOR JOIST PROVIDE 3 2x8 OF IT. <br /> NEW 2x6 BASE PLATE BLOCKING UNDERNEATH NEW 2x6 BASE PLATE <br /> (FIRST FLOOR) EXISTING FLOOR THE 6x8 COLUMN 4. FOR THE FLOOR JOIST: TWO 2 X 8 BLOCKINGS SHALL BE INSTALLED ON TOP <br /> SUB-BASE EXISTING FLOOR OF THE SUPPORTING BEAMS OR GIRDERS. <br /> NEW 2x8 BLOCKING. / SUB-BASE 5. FOR FLOOR JOIST THAT SPANS 8-FT OR LESS, INSTALL A BRIDGING AT <br /> PROVIDE 3-2x8 <br /> BLOCKING UNDERNEATH GROUND FLOOR LEVEL MID-SPAN. <br /> THE 6x8 COLUMN EW 2x6 <br /> Iriiimmi 2-4x6 STUDS TOP PLATES6. FOR FLOOR JOIST THAT SPANS 8 FT OR MORE, INSTALL A BRIDGING NO <br /> EW 8x12 BEAM FARTHER THAN 4 FT O.C. <br /> NEW 2x. <br /> B TOP PLATES 7. FOR FLOOR JOISTS SUPPORTED BY TWO BEAMS SPACED AT 4 FT OR LESS, B <br /> NEEDS NO BRIDGING, UNLESS OTHERWISE NOTED. <br /> PROVIDE 30LBS <br /> "Iliiiiir ri <br /> ASPHALT FELT??? I EW Sx12 BEAM 8. SELECTION OF LUMBER SPECIES FOR A SPECIFIC STRUCTURAL SHALL BE IN <br /> 4x6 STUDS m ACCORDANCE WITH THE LUMBER SPECIES TABLE INDICATED IN THE STRUCTURAL <br /> 4x66 STUDS SPACED @ DRAWING SPECIFICATIONS. <br /> a EW 2x8 FLOOR JOIST i " O.C. <br /> 9. FOR INTERIOR WALL RUNNING PERPENDICULAR TO THE FLOOR JOIST AT A <br /> a >= I LOCATION OTHER THAN ON OF A BEAM OR A GIRDER, INSTALL TWO ROWS OF <br /> _ XISTING 8" THICK BRIDGING IMMEDIATELY BELOW THE INTERIOR WALL. <br /> III c-21 <br /> CONCRETE WALL <br /> > 10. FOR INTERIOR WALL RUNNING PARALLEL TO FLOOR JOIST, INSTALL TWO FLOOR <br /> Z �. JOISTS IMMEDIATERLY BELOW THE INTERIOR WALL. <br /> 11. TAKE NOTE THAT THE ADDED SECOND FLOOR FRAMING SYSTEM HAS A DEEPER <br /> FLOOR JOISTS OF 2 X 10 FLOOR JOISTS. ADJUST THE HEIGHT OF THE <br /> SUPPORTING STRUCTURAL MEMBERS TO MAINTAIN A FLAT AND UNIFORM SURFACE <br /> EXISTING 8" THICKP � r AT THE SECOND FLOOR. <br /> EXISTING <br /> CONCRETE WALL SECTION B-B <br /> SCALE:NTS SECTION B1-B1 <br /> SCALE:NTS <br /> A A <br /> PREPARED BY: J,a&NCC k, PROJECT TITLE : OWNER: REVISIONS DRAWING NO. <br /> • 45) eV"ASii„'lo STRUCTURAL&ELECTRICAL <br /> TRIPLE V CONSULTANTS �Pri� SYM DESCRIPTION DATE APPROVED <br /> RENOVATION MR. SAI SHANKAR <br /> (Bremerton and Whidbey Island,WA) y // „ S-202 <br /> Triplevconsultants(Pmsn.com SHEET TITLE : 2222 BAKER AVENUE <br /> • 360-632-2913 1Poi3'rk EVERETT,WA 98201 SCALE: AS INDICATED <br /> `TONAL ' SECTIONS/DETAILS <br /> SHE — <br /> I IXPIRRS:02/28/2021 I <br /> 1 I 2 3 I 4 I 5 (... .//c „,) <br />