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4 <br /> 1 I 2 I 3 I 4 I 5 <br /> GENERAL NOTES: <br /> -- 1. SEE SHEET S-203 FOR SECTION L—L. <br /> (-- STRUCTURAL NOTES: <br /> Cli <br /> 1. REFER TO NAILING SCHEDULE FOR THE 2 X 6 AND 2 X <br /> D 6 I 5) 8 SIDE LAP REINFOCEMENT, BLOCKINGS AND BRIDGING. <br /> / 12' / 7' 10" / 8'-2" / 6' -/ 2. CONSTRUCTION GRADE ADHESIVE SHALL BE APPLIED TO <br /> THE CONTACT SURFACE AREA OF THE FLOOR JOIST BEING <br /> SIDE LAPPED AND THE SUBFLOOR ON TOP OF IT. <br /> �� A = 1� — — = _ = =1 it '' II, :1 ;l II = b = 7= <br /> I <br /> \ 3. FOR THE FLOOR JOIST: TWO - 2 X 8 BLOCKINGS SHALL <br /> :I BE INSTALLED ON TOP OF THE SUPPORTING BEAMS OR <br /> �„ " 1'lihk 1 \ GIRDERS. <br /> I T&i OFF <br /> CE <br /> 4' 4. BRO FLOORR TJOIST THAT AT SPANS 8—FT OR LESS, INSTALL A — <br /> MST R S ^ 5. FOR FLOOR JOIST THAT SPANS 8 FT OR MORE, INSTALL A <br /> I�, — ��� ! / n BRIDGING NO FARTHER THAN 4 FT O.C. <br /> --T& „ Z>, <br /> ' �[ N o - 6. FOR FLOOR JOISTS SUPPORTED BY TWO BEAMS SPACED <br /> AT 4 FT OR LESS, NEEDS NO BRIDGING, UNLESS <br /> I I I I r I OTHERWISE NOTED. <br /> L] I 1 I I 1 SIMILAR TO ti <br /> SECTION L-L n BED ROOM 2 7. SELECTION OF LUMBER SPECIES FOR A SPECIFIC <br /> C_OSE 12' B STRUCTURAL SHALL BE IN ACCORDANCE WITH THE LUMBER <br /> C \ © / SPECIES TABLE INDICATED IN THE STRUCTURAL DRAWING C <br /> ©< vl/� EXISTING FLOORING IN \ SPECIFICATIONS. <br /> B.1 X n —_ —_ — _ I�t -THIS AREA B.1 <br /> A TO REMAIN _ 8. FOR INTERIOR WALL RUNNING PERPENDICULAR TO THE <br /> ©- >©© FLOOR JOIST AT A LOCATION OTHER THAN ON OF A BEAM <br /> 2x10 BLOCKING 0I I' - r <br /> (TYPICAL IN-BETWEEN JOIST F OR A GIRDER, INSTALL TWO ROWS OF BRIDGING <br /> IMMEDIATELY BELOW THE INTERIOR WALL. <br /> ON TOP OF 8x10 BEAM) _ '' <br /> u I I '� <br /> 9. FOR INTERIOR WALL RUNNING PARALLEL TO FLOOR JOIST, <br /> INSTALL TWO FLOOR JOISTS IMMEDIATELY BELOW THE <br /> �I INTERIOR WALL. <br /> 2x10 BRIDGING MAS' `�� _ <br /> (TYPICAL IN-BETWEEN JOIST) u L I _ I _ D B C 1 <br /> 2' -- _ r— — — 4' <br /> 10. DIMENSIONS AND MEASUREMENTS INDICATED IN THE <br /> II I ' H <br /> DRAWING PLANS ARE MAINLY USED AS A GUIDE. VERIFY <br /> 1 , I ALL DIMENSIONS AND MEASUREMENTS AT THE JOB SITE. <br /> C - 10 <br /> I <br /> NEW zxloSPACED » > > > >� > j1 > 1 �j <br /> 4' 0 SHEET NOTES: <br /> @ 12"O.C. < < < < < < < < HI ' < I]<I EXISTING 2x6's IS LAPFED 1. SEE SHEET S-203. <br /> B (� v = — — — SIDE BY SIDE WITH NEW 2x8's ® <br /> / 12' / 7' 10" / 8'-2"-- / 16' --"I /h\ <br /> O 5 <br /> O E ) (12) ( <br /> NORTH 2nd FLOOR - FRAMING PLAN <br /> /II'„yl` <br /> I <br /> 1 I I SCALE : NTS <br /> A A <br /> PREPARED BY: N`D& ` PROJECT TITLE : OWNER: REVISIONS DRAWING NO. <br /> �' <br /> yG5) aQ w.AT,+(o STRUCTURAL&ELECTRICAL srn, DESCRIPTION DATE APPROVED <br /> TRIPLE V CONSULTANTS ' RENOVATION <br /> (Bremerton and Whidbey Island,WA) ��., MR. SAI SHANKAR © PeAD P° �OTR " ��"�� � S-1 05 <br /> Triplevconsultants®msn.com I A.0 SHEET TITLE : 2222 BAKER AVENUE <br /> 360-632-2913 %845BO, SECOND FLOOR-FRAMING EVERETT,WA98201 <br /> SCALE: AS INDICATED <br /> TONAL PLAN SHEQ8-.416.j 1 <br /> DfPIRE$:02-28-2021 I <br /> / <br />