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TJI 110 -11 7 8" DEPTH @ 16" <br />O/C TYP. <br />9'-10"9'-10"9'-10"9'-10" <br />3/4 <br />12 <br />S1.0 <br />REVISIONS BY <br />DATE <br />SCALE <br />JOB NO. <br />SHEET <br />DRAWN <br />NP <br />AS SHOWN <br />1007 <br />05/2025 <br />FO <br />U <br />N <br />D <br />A <br />T <br />I <br />O <br />N <br />, <br />C <br />E <br />I <br />L <br />I <br />N <br />G <br /> <br />A <br />N <br />D <br /> <br />R <br />O <br />O <br />F <br /> <br />P <br />L <br />A <br />N <br />FOUNDATION PLAN <br />SCALE: 1/4"=1'-0" <br />BRACE WALL PLAN <br />SCALE: 1/4"=1'-0" <br />CEILING & ROOF FRAMING PLAN <br />SCALE: 1/4"=1'-0" <br />1'-4" <br />39'-5" <br />19'-0" <br />2 <br />S2.0 <br />1 <br />SHEET NOTES: <br />1.MINIMUM CONCRETE STRENGTH TO BE fC = 2,500 PSI PER CRC TABLE R402.2. <br />2.MAXIMUM ALLOWABLE SOIL BEARING PRESSURE of 1,500 PSF PER CRC TABLE R401.4.1. <br />3.MAXIMUM WIND SPEED OF 95 MPH PER CBC 2022 <br /> INDICATES FOUNDATION OUTLINE <br />1 <br />HDR <br />FRAMING NOTES: <br />1. <br />2. <br />3. <br />4. <br />5. <br />6. <br />X'-X" <br />INDICATES 2x FRAMING SPAN PER PLAN <br />INDICATES FRAMING EXTENTS <br />INDICATES HEADER; DF-1 UNO <br />INDICATES MINIMUM LENGTH OF SHEAR WALL <br />INDICATES SHEAR WALL TYPE <br />INDICATES (2) 2x MIN UNO ON PLAN <br />INDICATES NON-BEARING WALL <br />ALL OTHER WALLS ARE BEARING WALLS <br />INDICATES WOOD POST ((2) 2x MIN) <br />INDICATES "CS" STRAP <br />INDICATES HOLDOWN <br />(2) 2x4 <br />CS20 <br />SHEAR WALL SCHEDULE <br />1 <br />SHEAR <br />WALL NO.CONSTRUCTION SILL PLATE <br />15 32 " APA RATED SHEATHING W/10d NAILS <br />@ 6" O.C. EDGE AND 12" O.C. FIELD 2X <br />SHEAR CONNECTION <br />AT TOP PLATE <br />1.FRAMING AT ADJOINING PANEL EDGES SHALL BE 3-INCH NOMINAL MEMBERS OR WIDER (OR 2-2X <br />NOMINAL MEMBERS FASTENED TOGETHER WITH STAGGERED 16d NAILS SPACED IN ACCORDANCE <br />WITH COLUMN ENTITLED "16d SINKER". MAY BE USED AT SINGLE SIDED SHR. WALL CONDITION.) <br />WOOD STRUCTURAL PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL CASES. <br />2.NAILS MUST BE STAGGERED 12" INTO JOIST RIM OR BLKG. BELOW. <br />3.WOOD MOISTURE CONTENT TO BE 19% MAXIMUM PER NOS (4.1.4). <br />5/8" X 7" EMBEDMENT @ 32" O/C <br />AND 12" MIN SPACING <br />@ INTERSECTION <br />6'-4" <br />1 <br />S2.0 <br />ROOF PLAN <br />SCALE: 1/4"=1'-0" <br />5 <br />S3.0 <br />BWL <br />A <br />BWL <br />B <br />BWL <br />1 <br />BWL <br />2 <br />ROOF MATERIAL, SLOPE AND PITCH SHALL BE <br />CONSISTENT WITH THE MAIN RESIDENCE <br />TORCH DOWN ROOF G KOOLCAP FR <br />ICC-ESR 2018 <br />4" CONC. SLAB W/#4 @ <br />18" O/C E.W. ON 2" <br />SAND ON 10 MIL <br />VISQUEEN ON 2" SAND <br />20 <br />1 <br />6 <br /> <br />S <br />. <br />O <br />A <br />K <br /> <br />S <br />T <br />. <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />RA <br />F <br />A <br />E <br />L <br /> <br />G <br />A <br />L <br />A <br />V <br />I <br />Z <br />1 <br />1 <br />5'-0" <br />12'-0" <br />1 <br />5' <br />- <br />0 <br />" <br />6' <br />- <br />3 <br />" <br />1 <br />9' <br />- <br />6 <br />" <br />1 <br />5' <br />- <br />0 <br />" <br />6 <br />S3.0 <br />8 <br />S3.0 <br />1 <br />S2.0 <br />A <br />A <br />A A <br />A <br />A <br />A <br />A <br />A <br />AA <br />A <br />A <br />HDU2 5 8" (SSTB16)6 SDS (1 <br />4" x2 1 <br />2")1 3 <br />4"12"4X6 <br />HOLD DOWN ANCHOR POST SCREW EDGE <br />DISTANCE EMBED.MIN POST <br />1. HOLD DOWNS TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. <br />HDU4 5 8" (SSTB16)10 SDS (1 <br />4" x2 1 <br />2")1 3 <br />4"12 5 8 "4X6 <br />4X4 <br />HDR <br />4X4 <br />HDR <br />4X4 <br />HDR <br />4X4 <br />HDR <br />4X4 <br />HDR <br />4X6 <br />HDR <br />4X6 <br />HDR <br />4X <br />4 <br />HD <br />R <br />4X <br />4 <br />HD <br />R <br />9 <br />S3.0 <br />9 <br />S3.0 <br />4" SCUPPER W/ 6" RECTANGULAR <br />OVERFLOW (TYP.) <br />RISK CATEGORY = II <br />IMPORTANCE FACTOR, Ie =1.0 <br />SS: 1.279 <br />S1:0.457 <br />SITE CLASS: D <br />SDS: 1.023 <br />SD1: 0.55 <br />SDC:D <br />5'-0" <br />9'-6" <br />6'-3" <br />12'-0" <br />FOOTING DEPTH PER 1S2.0 <br />15" CRICKET <br />REFER TO <br />1S4.0 <br />DEAD LOAD: 7.8 psf <br />LIVE LOAD: 20 psf <br />ROOF: <br />ROOF DIAPHRAGM SPEC: <br />12" PLYWOOD <br />EN: 6" <br />BN:6" <br />FN:12" <br />LSTA OR PER <br />MANUFACTURER <br />SPEC. <br />1 <br />5'-5" <br />1 <br />10 <br />S3.0 <br />5'-5"5'-0"6'-4" <br />5'-0"