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� <br />� o <br />U <br />rn a H v <br />(/�`-�� <br />V <br />E <br />S O N <br />O V l6 <br />ZQL � a3 t6 Q <br />­ <br />REVIEWED FOR CODE <br />C <br />Sheet Index: COMPLIANCE - 20 1 <br />General Notes: <br />< <br />a <br />W I Bracing <br />Braced Wall nel <br />Constru tion <br />1. Notes/Site Plan <br />2. Elevations 1. Framer to verify all dimensions. OREGON <br />chedule <br />Discrepancies of more than 2" + or -S <br />m <br />3.Proposed Floor Plan <br />require consultation with designer. SPECIALTY CODE <br />BP or Bra anel 1' <br />4. Foundation Plan <br />2. All rough and finish floor in the ; <br />o <br />minimum len <br />„ <br />Framing O.C. <br />5. Sections <br />newly constructed spaces to be set 7,.94 72.2° 72.86 ALL <br />fl' <br />- 2x6 <br />Sill plate ancha a e: <br />6. Roof Framing _ <br />flush with existing floors. Verify 75.46 70: <br />7. Interior Elevations CO D�� O <br />Preservative treated 2x <br />1/2" Dia. 10" <br />existing floor height for foundation and ---- _, 23.3° S°.6z <br />8. then adjust wall heights 5600 500 43.03 7.68 22.00 <br />second story, g o.29Ac 540 <br />A <br />with x anchor <br />bolt at 72" O.C. <br />027Ac i <br />and floor joists as needed. 0.23 Ac i 530 <br />0 <br />Sole Plate anchorage - <br />3. Refer to manufacturers literature for 0 024A <br />m _ <br />Minimum 2x plate fastened <br />details and specifications for proper m <br />;7, <br />"Truss Joist," <br />to floor framing with 16d <br />use and installation of i Q z . <br />"Simpson," and other proprietary <br />common nails at 16" on <br />center... <br />] L� <br />items. � 46 <br />4. Refer to, " 2014 Oregon Residential 73.8, �°.° <br />Sheathing -Minimum 5 ply <br />66.39 76.,5 -it y„ <br />)ST LN N <br />u) <br />rated plywood index 24/0 <br />Specialty Code," for proper nailing and <br />/�10 N ,°5 <br />0 W <br />CD? plywood or 7/16 2-M- <br />fastening of all framing members 7°.95 � <br />5000 soo' <br />U <br />W pRrticleboard (OSB). <br />including brace panels. ��6 59.6, <br />5700 ti 0.40, <br />5. All measurements are faca of stud, <br />FU W o <br />n, cu r, <br />o <br />Provide 2" nominal <br />+' <br />blocking along panel joints. <br />unless otherwise stated. <br />p cis <br />Fasteners - 8d common <br />E U) <br />nails or 14 Gauge x 2" 7/16 <br />U)- a� <br />crown staples. <br />N D <br />Fastener Spacing - 6" O.C. <br />z cn D <br />along panel edges, 12" in <br />the field. <br />143'-3.04" = <br />APB or Alternative Braced <br />,.n <br />Panel 2'8" minimum length <br />Framing/Sole Plate/ <br />CZ <br />Shea,ftf g fasteners and <br />spacing, same as Brace <br />-- <br />Panel <br />] <br />Sill Plate Anchorage - <br />m <br />Preservative treated 2x <br />z o <br />with 1/2" Diameter x 10" <br />' 23 -4.32 _ � <br />Z <br />o coa� ti <br />anchor bolt at quarter <br />�, <br />1 <br />CO M <br />points. <br />,-8�--- -- --- ----BP ] 20' <br />t-° o <br />ADDITIONAL <br />------------ <br />w CD 0 <br />ANCHORAGE - 1800# <br />I �odu�a� <br />rn N <br />Hold Down devices at <br />vertical bounds <br />boundary <br />�� I (\5 <br />20 -2 3/16 ��r0 I D l <br />O <br />v Y <br />o o <br />members. <br />F\,4 <br />-1 <br />#4 horizontal rebar top and <br />bottom in stem wall fora <br />m <br />distance of 5' on either side <br />U <br />d <br />of ABP centerline and #4 <br />vertical rebar at 24" O.C. in <br />stemwall. <br />v <br />— — — — — — — — <br />( I c <br />I I ° I <br />J d - <br />a o <br />U) <br />o �e <br />CL o <br />L <br />m N <br />( \ Q I <br />UJ O <br />A C: <br />N �p <br />m <br />10ii�1 <br />�BP_ — — — T — — — — — — — _BP — — —iJ , — — — — — — <br />j O N m <br />-2 <br />r_J O T <br />(u <br />o vJE <br />Ol <br />- N <br />[1 p <br />N o <br />Y co <br />d- <br />166'-9.36" <br />DATE: <br />CITY OF KEIZE$i Plot for 709 Lost Ln. N a r �Lc.r�-� <br />C <br />5/30/2016 <br />Keizer OR 97303 <br />Public Works <br />P.O. BOX 21000 Map Tax Lot: 073WO3AA05401 (L tQJJ �_& <br />5CALE: <br />Keizer, OR 97307-1000 <br />� P'Li <br />390-3700 _ <br />Date �t�� 0� KEiZEk � <br />111=10' <br />A^n�w�d €3y , <br />CommTY UVELOPMENT <br />5HEET: <br />^, APP ��'rd n _" ?�+te _ _ <br />_ ,Q � � (X�-� -{fir i�Q�GJ , <br />