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E.D. PER TABLE <br />(N) HOLD DOWN <br />PER PLAN <br />(E) 2X STUD TYP <br />THREADED ROD W/ <br />SIMPSON SET-XP <br />EPOXY, ESR-2508 <br />(SPECIAL INSP. <br />REQ'D) <br />4X POST PER <br />FRAMING PLAN <br />(N) ANCHOR BOLTS PER <br />SHR. WALL SCHED. W/ <br />SIMP. SET EPOXY <br />(N) 2x P.T. BET. STUDS <br />(E) SILL PLATE <br />(E) CONCRETE FOUNDATION <br />HDU <br />HDU2 <br />HDU5 <br />HDU8 <br />BOLT ø EMBED E.D.CAPACITY <br />0'-0 5/8" <br />0'-0 5/8" <br />0'-0 7/8" <br />0'-10" <br />1'-0" <br />1'-6" <br />0'-1 7/8" <br />0'-1 7/8" <br />0'-1 7/8" <br />2306# <br />4234# <br />4353# <br />1X6 SHIP-LAPS <br />2X LOOK-OUT <br />@24" O.C.BN <br />2X BLKG <br />1/2" OSB PLWD <br />ROOF SHEAT G MIN. <br />CLASS B <br />A35 PER SCHED. <br />BN2X FASCIA <br />2X CRIPPLES <br />@ 16" OC <br />2X BLKG <br />EN. <br />4X HDR WHERE <br />OCCURS <br />45° 2X4 BRACE @ <br />48" O.C. W/ 3-16D <br />TOE NAILS EA. <br />END. <br />A35 PER SCHED. <br />2X DBL TOP PLATES <br />2X STUDS @ 16" O.C. <br />2X ROOF RAFTER OR <br />TRUSS PER PLANS <br />2X CALIFORNIA FRAMING <br />2X4 @ 16" O.C. (SPAN 8'-O" MAX) <br />2X6 @ 16" O.C. (SPAN 14'-O" MAX) <br />2X8 @ 16" O.C. (SPAN 18'-O" MAX) <br />1/2" CDX PLYWOOD <br />OR OSB <br />2X BOARD NOTCH AS REQ. W/ <br />3-16d PER RAFTER <br />FOLLOWINGS LINE OF <br />CALIFORNIA FRAMING <br />MIN <br />0' - 8" <br />PER PLN (VERIFY) <br />WIDTH <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />DE <br />P <br />T <br />H <br />(E) SLAB <br />MIN <br />0' - 5"18" LAP SPLICE <br />12 <br />" <br /> <br />M <br />I <br />N <br />NEW SLAB EXISTING SLAB <br />SIMPSON SET-XP EPOXY, <br />ESR-2508 (SPECIAL INSP. <br />REQ'D.) <br />DOWEL REINF. AND <br />SPACING TO MATCH <br />SLAB REINF. <br />(N) CONC. SLAB ON <br />GRADE PER PLAN <br />1/2" OSB ROOF <br />SHEATHING <br />2x ROOF RAFTER <br />6x6 POST <br />PORCH BEAM <br />2x FASCIA <br />SHIP LAP <br />2x BLOCKING <br />E.N. <br />8-16d NAILS <br />C.J TO R.R <br />CEILING JOIST <br />PER PLAN <br />A35 @16" OC U.N.O. <br />CEILING JOIST PARALLEL TO ROOF JOIST <br />SHEET NO.: <br />SHEET <br />TITLE: <br />AS SHOWN <br />SCALE: <br />DATE: <br />DR <br />A <br />W <br />I <br />N <br />G <br />S <br /> <br />P <br />R <br />O <br />V <br />I <br />D <br />E <br />D <br /> <br />B <br />Y <br />: <br />OC <br />- <br />A <br />D <br />U <br />24 <br />8 <br />8 <br />1 <br /> <br />A <br />L <br />I <br />C <br />I <br />A <br /> <br />P <br />K <br />W <br />Y <br />, <br /> <br />S <br />T <br />E <br />. <br /> <br />E- <br />2 <br />2 <br />2 <br />, <br /> <br />L <br />A <br />G <br />U <br />N <br />A <br /> <br />H <br />I <br />L <br />L <br />S <br />94 <br />9 <br />- <br />4 <br />1 <br />4 <br />- <br />8 <br />7 <br />9 <br />9 <br />SD2 <br />STRUCTURAL <br />DETAILS <br />08/15/24 <br />13 <br />3 <br />3 <br /> <br />S <br /> <br />L <br />O <br />W <br />E <br />L <br />L <br /> <br />S <br />T <br />, <br />UN <br />I <br />T <br /> <br /># <br />2 <br />, <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br />CA <br /> <br />9 <br />2 <br />7 <br />0 <br />7 <br />AD <br />D <br />I <br />T <br />I <br />O <br />N <br /> <br />A <br />N <br />D <br />GA <br />R <br />A <br />G <br />E <br />CO <br />N <br />V <br />E <br />R <br />S <br />I <br />O <br />N <br />01HOLD DOWN TO EXISTING CONCRETE FOUNDATION 02CA ROOF DETAIL 03RAKE DETAIL <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br /> <br />T <br />A <br />B <br />L <br />E <br />NU <br />M <br />B <br />E <br />R <br />DA <br />T <br />E <br />RE <br />V <br />I <br />S <br />E <br />D <br /> <br />B <br />Y <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />04SLAB ON GRADE CONNECTION TO EX. FOOTING <br />05CEILING JOIST AND ROOF RAFTERS AT PORCH <br />1333 S Lowell St & <br />#21/29/2025