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SCALE:S5.63 <br />SECTION AT ADU RIDGE 1 <br />1" = 1'-0" <br />SCALE:S5.63 <br />SECTION AT ADU ROOF 2 <br />1" = 1'-0" <br />SCALE:S5.63 <br />SECTION AT INTERIOR WALL PARALLEL TO JOIST 3 <br />1" = 1'-0" <br />PER ARCH <br />PLYWOOD SHEATHING <br />PER PLAN <br />ROOF RAFTERS <br />PER PLAN <br />SIMPSON A35 PER <br />SCHED A S5.55 <br />EN <br />2x SHAPED FULL <br />DEPTH BLKG <br />SIMPSON LTP4 <br />MAY BE IN LIEU <br />OF SIMPSON A35 <br />2x FASCIA <br />BOARD <br />PLYWOOD SHEATHING, <br />TYP AT EXTERIOR, SEE <br />PLAN FOR SHEARWALL <br />LOCATIONS <br />EN <br />BEAM/ HEADER PER <br />PLAN WHERE OCCURS <br />PLYWOOD <br />SHEATHING <br />PER PLAN <br />ROOF RAFTERS <br />PER PLAN <br />SIMPSON LSTA24 EA <br />RAFTER TO RAFTER <br />LRUZ HANGER, TYP <br />RIDGE BEAM <br />PER PLAN <br />EN <br />EN <br />PLYWOOD <br />SHEATHING <br />PER PLAN <br />ROOF RAFTERS <br />PER PLAN <br />2x BLKG W/ (4)-10d <br />PER BLOCK, TYP <br />@ 48"OC <br />SIMPSON A35 PER <br />SCHED A S5.55 <br />PLYWOOD <br />SHEATHING PER PLAN <br />2x STUD WALL PER PLAN <br />EN <br />SCALE:S5.63 <br />SECTION AT ADU ROOF 4 <br />1" = 1'-0" <br />EN <br />EN <br />2x BLKG W/ (5)-10d <br />PER BLOCK, TYP <br />@ 48"OC <br />SIMPSON A35 PER <br />SCHED A S5.55 <br />PLYWOOD SHEATHING, <br />TYP AT EXTERIOR, SEE <br />PLAN FOR SHEARWALL <br />LOCATIONS <br />ROOF RAFTER <br />PER PLAN <br />TOENAILS PER WOOD <br />FASTENING SCHEDULE <br />A S5.50 REFER TO <br />SCHED FOR ALL OTHER <br />TYP NAILING NOT SHOWN <br />2x STUD WALL PER PLAN <br />TOENAILS PER WOOD <br />FASTENING SCHEDULE <br />A S5.50 REFER TO <br />SCHED FOR ALL OTHER <br />TYP NAILING NOT SHOWN <br />2x STUD WALL PER PLAN <br />TOENAILS PER WOOD <br />FASTENING SCHEDULE <br />A S5.50 REFER TO <br />SCHED FOR ALL OTHER <br />TYP NAILING NOT SHOWN <br />PER ARCH <br />18" MAX <br />(2)-16d THRU <br />OUTRIGGER <br />2x4 OUTRIGGER <br />LAID FLAT @ 24"OC <br />FASCIA BOARD <br />PER ARCH <br />2x RIM JOIST <br />NOTCH TO LET <br />OUTRIGGER THRU <br />SCALE:S5.63 <br />SECTION AT ADU ROOF 7 <br />1" = 1'-0" <br />SCALE:S5.63 <br />SECTION AT CANOPY 8 <br />1" = 1'-0" <br />CANOPY COVERING <br />PER ARCH <br />BEVELED BLKG AS <br />REQD <br />FASCIA PER ARCH <br />POST PER PLAN <br />FULL DEPTH 2x <br />BLKG <br />RAFTERS PER PLAN <br />SIMPSON H1 EA <br />RAFTER <br />PER ARCH <br />(E) SHEAR WALL <br />PER PLAN <br />CANOPY COVERING <br />PER ARCH <br />RAFTERS PER PLAN <br />SIMPSON LSSR <br />HANGER <br />2x LEDGER TO <br />MATCH RAFTER <br />DEPTH W/ (3)-ROWS <br />SDS 1/4x4 1/2" @ <br />16"OC TO EA STUD <br />SCALE:S5.63 <br />SECTION AT DECK EDGE 5 <br />1" = 1'-0" <br />SCALE:S5.63 <br />SECTION AT DECK EDGE 6 <br />1" = 1'-0" <br />(2)-1/2"Ø HOT-DIPPED <br />GALVANIZED BOLTS EA <br />GUARDRAIL POST <br />BEAM PER PLAN W/ <br />HUC HANGER TO POST <br />POSTS PER PLAN <br />BEYOND <br />TREX DECKING <br />PER ARCH <br />DECK JOISTS <br />PER PLAN <br />(2)-BAYS FULL DEPTH 2x <br />BLKG W/ SIMPSON A35 <br />EA END OF EA BLK <br />SIMPSON DTT2 EA <br />GUARDRAIL POST <br />2" <br />2" <br />SIMPSON HANGER <br />PER PLAN <br />BEAM PER PLAN W/ <br />HUC HANGER TO POST <br />POSTS PER PLAN <br />BEYOND <br />TREX DECKING <br />PER ARCH <br />DECK JOISTS <br />PER PLAN <br />SIMPSON DTT2 EA <br />GUARDRAIL POST <br />2" <br />2" <br />SIMPSON HANGER <br />PER PLAN <br />SCALE:S5.63 <br />TYPICAL <br />WOOD STAIR STRINGER AT BASE 11 <br />NONE <br />CONT 3x TREATED <br />PLATE W/ 1/2"Ø HILTI <br />KB-TZ2 (3 1/8" EMBED) <br />BTWN EA STRINGER, <br />TYP 2 LOCS AS SHOWN <br />1 3/4" LVL STRINGER <br />@ 16"OC MAX RESTING <br />ON BOT PLATES <br />TREX STAIR STRINGER PER ARCH <br />8"MIN <br />PE <br />R <br />AR <br />C <br />H <br />7" <br /> <br />M <br />A <br />X <br />TY <br />P <br />PER ARCH <br />11" MIN <br />TYP <br />CONC FOOTING <br />PER PLAN <br />(2)-SIMP A35 EA <br />STRINGER AS SHOWN <br />SCALE:S5.63 <br />TYPICAL <br />WOOD STAIR STRINGER TOP CONNECTION 10 <br />NONE <br />WOOD STAIR STRINGER <br />PER 11 S5.63 <br />SIMPSON B OR <br />THA426 HANGER, TYP <br />AT EA STRINGER <br />BEAM PER PLAN <br />FLOOR FRAMING <br />PER PLAN <br />TREX DECKING <br />PER ARCH <br />DO NOT OVERCUT <br />WOOD STAIR TREADS <br />PER 11 S5.63 <br />PE <br />R <br /> <br />A <br />R <br />C <br />H <br />3' <br />- <br />6 <br />" <br /> <br />M <br />A <br />X <br />PE <br />R <br /> <br />A <br />R <br />C <br />H <br />3' <br />- <br />6 <br />" <br /> <br />M <br />A <br />X <br />1 <br />1 <br />SCALE:S5.63 <br />DECK AT STUD WALL 9 <br />1" = 1'-0" <br />2x LEDGER W/ (3)-16d <br />EA STUD, TYP <br />STUD WALL <br />TREX DECKING PER ARCH <br />JOISTS PER PLAN <br />SIMPSON U HANGER <br />EA END, TYP <br />1 <br />(2)-1/2"Ø HOT-DIPPED <br />GALVANIZED BOLTS EA <br />GUARDRAIL POST <br />1 <br />1 <br />1 <br />1 1 <br />11 <br />1 1 <br />1 <br />SCALE:S5.63 <br />SECTION AT DECK EDGE 12 <br />1" = 1'-0" <br />BEAM PER PLAN <br />TREX DECKING <br />PER ARCH <br />DECK JOISTS <br />PER PLAN <br />SIMPSON DTT2 EA <br />GUARDRAIL POST <br />2" <br />2" <br />SIMPSON LUS <br />HANGER <br />PE <br />R <br /> <br />A <br />R <br />C <br />H <br />3' <br />- <br />6 <br />" <br /> <br />M <br />A <br />X <br />(2)-1/2"Ø HOT-DIPPED <br />GALVANIZED BOLTS W/ <br />NUT & WASHER EA <br />GUARDRAIL POST <br />2 <br />SCALE:S5.63 <br />RAIL TO EXISTING FLOOR FRAMING 13 <br />1" = 1'-0" <br />1" <br />1 <br />1 <br />/ <br />2 <br />" <br />1/4 <br />U BRACKET <br />TO (E) <br />ANGLE <br />GUARDRAIL POST <br />PER ARCH (ALIGN W/ <br />(E) STEEL ANGLES) <br />1/4" THK U BRACKET <br />(2)-1/2"Ø THRU BOLT <br />W/ WASHER CNTRD AT <br />POST & U BRACKET <br />(E) 2x FRAMING <br />(E) STEEL ANGLES <br />(E) WOOD STUD WALL <br />TREX DECKING <br />PER ARCH <br />2 <br />WD PROJ. #DRAWN BY:CHECKED DATE <br />23411 JA EG/SH <br />WESTGROUP DESIGNS, INC.© <br />ISSUED FOR: <br />REGISTRATION/SIGNATURE: <br />SHEET TITLE: <br />SHEET NUMBER: <br />S5.63 <br />REVISIONS: <br />02/19/25 <br />WOOD SECTIONS <br />AND DETAILS <br />No.3503 <br />L <br />I <br />GNE <br />L <br />S NO <br />B A <br />LAE <br />A LI OFRNIA <br />N <br />E <br />ER <br />I <br />E <br />ET <br />ORPD <br />F E <br />R IR <br />L.KC <br />E <br />TS <br />AT <br />CFO <br />RE <br />G <br />S <br />I <br />S <br />URALTSRUCTPRO <br />G <br />R <br />E <br />S <br />S <br /> <br />- <br />NO <br />T <br /> <br />F <br />O <br />R <br /> <br />P <br />L <br />A <br />N <br />REV <br />I <br />E <br />W <br />H: <br />\ <br />2 <br />0 <br />2 <br />3 <br />\ <br />2 <br />3 <br />0 <br />2 <br />2 <br />1 <br />\ <br />3 <br />_ <br />D <br />r <br />a <br />w <br />i <br />n <br />g <br />s <br />\ <br />D <br />w <br />g <br />s <br />- <br />0 <br />0 <br />\ <br />2 <br />3 <br />- <br />0 <br />2 <br />2 <br />1 <br />- <br />0 <br />0 <br />_ <br />S <br />5 <br />. <br />6 <br />3 <br /> <br />W <br />O <br />O <br />D <br /> <br />F <br />R <br />A <br />M <br />I <br />N <br />G <br /> <br />S <br />E <br />C <br />T <br />I <br />O <br />N <br />S <br /> <br />A <br />N <br />D <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />. <br />d <br />w <br />g <br /> <br /> <br /> <br /> <br />P <br />L <br />O <br />T <br />T <br />E <br />D <br /> <br />B <br />Y <br />: <br /> <br /> <br />Ch <br />a <br />n <br />n <br />o <br />n <br /> <br />S <br />h <br />i <br />d <br />a <br />k <br />i <br /> <br /> <br /> <br /> <br />O <br />N <br />: <br /> <br /> <br />Ma <br />r <br />c <br />h <br /> <br />2 <br />4 <br />, <br /> <br />2 <br />0 <br />2 <br />5 <br />BEWLEY STREET <br />RESIDENCE <br />ILLUMINATION <br />FOUNDATION <br />918 BEWLEY STREET, <br />SANTA ANA, CA 92703 <br />LONG BEACH • SAN DIEGO <br />Project: <br />LONG BEACH OFFICE <br />3900 Cover Street, Long Beach <br />CA 90808 • 562.985.3200 <br />S T R U C T U R A L E N G I N SREE <br />23-0221-00 <br />02/19/251 DELTA 1 <br />02/19/25CITY APPROVAL <br />03/24/252 DELTA 2 <br />No.3503 <br />L <br />I <br />GNE <br />L <br />S NO <br />B A <br />LAE <br />A L I OFRNIA <br />N <br />E <br />ER <br />I <br />E <br />ET <br />ORPD <br />F E <br />R IR <br />L.KC <br />E <br />TS <br />AT <br />CFO <br />RE <br />G <br />S <br />I <br />S <br />URALTSRUCT <br /> <br />Renewal Date <br />LICENSED ARCHITECT <br />STATE OF C A L I FORNI <br />A <br />J <br />C32284 <br />HOSHUAJAMESSMIT <br />05/31/25 <br />03/24/25 <br />914-918 N Bewley <br />St5/8/2025