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1 I 2 I 3 I 4 I 5 <br /> ��i �� �) GENERAL NOTES: <br /> 1. SEE SHEETS S-103 FOR DETAIL FTG-2 <br /> 2. SEE SHEETS S-201 AND S-202 FOR SECTIONS A-A, <br /> / 12' / 7'—I 0 /- ---8' 2" / 7'-9 / —8'—3 / Al-Al, B-B AND B1-B1. <br /> D 1.1 D <br /> TRUCTURAL NOTES: <br /> 1. REFER TO NAILING SCHEDULE FOR THE 2 X 6 AND 2 X 8 SIDE LAP <br /> ,,,I{{{ 7 --1"- / ---7 -1 / REINFOCEMENT, BLOCKINGS AND BRIDGING. <br /> NEW 8x10 BEAM 0 4 NEW 6x10 BEAM 2. CONSTRUCTION GRADE ADHESIVE SHALL BE APPLIED TO THE CONTACT <br /> 1 \ A SURFACE AREA OF THE FLOOR JOIST BEING SIDE LAPPED AND THE <br /> 1 1 I I >I �� _ _ © - I © A 1 SUBFLOOR ON TOP OF IT. <br /> I I. I 3. FOR THE FLOOR JOIST: TWO — 2 X 8 BLOCKINGS SHALL BE INSTALLED ON <br /> < EXISTING 2x6 SPACED @ 2'O.C.IS1. I I <br /> _-____ I _ LAPPED SIDE BY SIDE WITH NEW 2x8 I TOP OF THE SUPPORTING BEAMS OR GIRDERS. <br /> I 4. FOR FLOOR JOIST THAT SPANS 8-FT OR LESS, INSTALL A BRIDGING AT <br /> �+ i • NEW 2x8 SPACED @ 2'O.C.— < < < < - < < < I < EXISTING 2x6 SPACED MID—SPAN <br /> NEW 8x�2 BEA LAPPE 0.C. <br /> S DE B' QID 2 1/2"/2 5. FOR FLOOR JOIST THAT SPANS 8 FT OR MORE, INSTALL A BRIDGING NO <br /> 12' SEE DETAIL G 1 J WITH q NEW 2x8 FARTHER THAN 4 FT O.C. <br /> I I FOR STAIR WELL <br /> 6. FOR FLOOR JOISTS SUPPORTED BY TWO BEAMS SPACED AT 4 FT OR LESS, <br /> SEE DETAIL FTG-2 I 8 1 NEEDS NO BRIDGING, UNLESS OTHERWISE NOTED. <br /> • I <br /> : 1 FOR COLUMN/BEAM < < - C < < < < < NEW 2)8 SPACED <br /> CONNECTION @ 2'0.C. 7. SELECTION OF LUMBER SPECIES FOR A SPECIFIC STRUCTURAL SHALL BE IN <br /> C _ _ _ __ i STRUACCOCTURAL RANCE ITH AWINGESPECIBCATIONS.ER IES TABLE INDICATED IN THE C <br /> CB � } I ' -- -- 1 II III -' �I— f N. \ (� <br /> © �y . I I II :g \ 8. FOR INTERIOR WALL RUNNING PERPENDICULAR TO THE FLOOR JOIST AT A <br /> A v A >(:1) I LOCATION OTHER THAN ON OF A BEAM OR A GIRDER, INSTALL TWO ROWS OF <br /> @I \ — j BRIDGING IMMEDIATELY BELOW THE INTERIOR WALL. <br /> • O v if/ 9. FOR INTERIOR WALL RUNNING PARALLEL TO FLOOR JOIST, INSTALL TWO FLOOR <br /> ®< 1i I v > III JOISTS IMMEDIATELY BELOW THE INTERIOR WALL. <br /> NEW 8x12 BEAM I II' . <br /> v I 1I 8 —I 10. DIMENSIONS AND MEASUREMENTS INDICATED IN THE DRAWING PLANS ARE <br /> I 1 I �II I 'I I 1 10-2 I�2 MAINLY USED AS A GUIDE. VERIFY ALL DIMENSIONS AND MEASUREMENTS AT <br /> I v I i 11 i •I I, 'I 1 THE JOB SITE. — <br /> I I I v III l �.J EW 10 BEAM <br /> EXISTING 2x6 SPACED I I ' I I (rV I' <br /> @2O.C.IS I , C C u� v ,Il iI I <br /> LAPPED SIDE BY SIDE ,2 I I 11 1 v -- 1 I <br /> WITH NEW 2x8 > > > > > I I r i a i I <br /> 1 (1 \ B.2 <br /> 0 . . <br /> • <br /> \--E-9 <br /> NEW 2x8 SPACED > > > > > > ®< 1 v @ 2'O.C. NEW 6x10 BEAM 4' <br /> I <br /> NEW 8x12 BEAM— la <br /> / 2' / 7' 10" / 8' 2" / 6' .I' <br /> I <br /> I I <br /> — 6 ( 5 ) CL) �J �� — <br /> NORTH /\ A <br /> /' 'I\I FIRST FLOOR - FRAMING PLAN <br /> 1 SCALE : NTS <br /> A A <br /> PREPARED BY: 1\C Mee, PROJECT TITLE : OWNER: REVISIONS DRAWING NO. <br /> ., y�o a.� 4(0 STRUCTURAL&ELECTRICAL SYM DESCRIPTION DATE APPROVED <br /> TRIPLE V CONSULTANTS <br /> s,•, RENOVATION MR. SAI SHANKAR © RVISEU PER PROPRECTORAL LAYOUT "°'/'°'° <br /> (Bremerton and Whidbey Island,WA) S-104 <br /> Triplevconsultants©msn.com 't , ai• SHEET TITLE : 2222 BAKER AVENUE <br /> 9g�78T4 88 EVERETT,WA 98201 SCALE: AS INDICAT <br /> 360 632-2913 wONAL FIRST FLOOR-FRAMING PLAN — SHEET -Cir 1 <br /> I EXPIRES:02/28/2021 I <br /> 1 1 2 I 3 I 4 I 5 e,/,0 <br />