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ROOF SHEATHING B.N. 2-2x RR <br />(SEE WOOD NOTES) �3-16d TYP. <br />PLY'D STH'G SEE <br />TOP OF ROOF <br />MST PER PLAN <br />WOOD NOTES <br />FO P AN <br />11 I,ITI I I PLYWOOD <br />OF STRAP <br />A-35 @ 16" O.C. <br />6-16d EA C.J. <br />2x RR <br />�I <br />2-2x TOP (E) 2-2x TOP <br />PLATES ' PLATES <br />PLY'D STH'G SEE <br />B N. <br />WOOD NOTES <br />TO R.R. <br />B.N. <br />2x SOLID BLK'G <br />A-35F @ 16" O.C. <br />— — — — <br />2x SOLID BLK'G W/ <br />2x CJ <br />1 3-16d EA. <br />aster I D : <br />2x SOLID BLK'G @ <br />3-16d EA. END <br />2x RR E <br />4'-0" O.C. W/ 3-16d <br />TOENAILS EA. END <br />_ _ _ - <br />16" D.C.@ �, o <br />16 <br />at®iCK U16111EERInG <br />\ B. N. <br />2-2x CJ 2x CJ <br />2-2x TOP PLATES <br />_ <br />I I <br />2x RR <br />@ 16" D.C. E. N. <br />Irvine, CA 92614 <br />A-35 @ <br />2x4 STUD I I <br />PLY'D SHEAR WALL <br />2-2x TOP PLATE SEE ARCH'L <br />t: 310.433.7927 <br />16" O.C.['_�2x <br />@ 16" O.C. <br />2-2x TOP PLATE B.N. SEE SCHED. <br />W/ 16d @ 16" D.C. <br />e: smobed@nickengineering.com <br />SOLID BLK'G W/ <br />W/ 16d @ 16" O.C. <br />3-16d EA. END <br />PLYWOOD AT SHEAR <br />PLYWOOD AT SHEAR <br />(E) ROOF TRUSS <br />� WALL WHERE <br />BM, WHERE WALL WHERE OCCURS, <br />B. N. <br />2X STUDS @ OCCURS, SEE PLAN <br />OCCURES SEE PLAN <br />2-2x4 STUDS <br />16" O.C. TYP. <br />(E) 2-2x TOP <br />(E) 2x4 STUD <br />2X STUDS @ 16 0. C.—A <br />PLATES <br />3/8"0 LAG BOLT @ 24" O.C. @ 16" O.C. <br />TYP. <br />VERT. W/ MIN. 2112 " PEN. INTO <br />(E) 2x STUDS <br />2-2x4 <br />PLYWOOD AT SHEAR WALL <br />WHERE OCCURS, SEE PLAN <br />1 <br />10/25/25 <br />PCC1 <br />REV <br />DATE <br />DESCRIPTION <br />SECTION <br />10 <br />DETAIL <br />7 <br />SECTION <br />4 <br />SECTION <br />1 <br />PROJECT <br />NOTE: <br />1. THE NEW PLYWOOD CAN BE INSTALL EITHER SIDE OF THE WALL. <br />SIMPSON <br />"CC" RIDGE BEAM <br />POST <br />INVERTED <br />"CC" <br />CAP PER PLAN <br />SIMPSON MST37 TIE ON <br />3x BLK'G <br />2x CONT. BLK'G <br />, <br />Tea Residence <br />POST <br />CAP <br />2x FLAT W/ 3-16d PLY'D STH'G SEE <br />B N @ 24" O.C. @ EA. WOOD NOTES <br />TRUSSES 2x RR W/ <br />2-16d TOE 2x4 FLAT @ 16" D.C. <br />2233 W Hall Ave. <br />SIMPSON HANGER <br />2x BLK'G @ 48" O.C. NAILS <br />Santa Ana, CA 92704 <br />(E) ROOF <br />PLYWD SHT'G �' "' '� <br />_ <br />* <br />1/8" MAX. GAP BETWEEN <br />2x ROOF RAFTER B.N. <br />TOP OF ROOF <br />---+ IIMPPSON A35 <br />END OF TRUSS AND BEAM <br />I I <br />K.P. <br />2x FASCIA BOARD <br />I I <br />PER PLAN <br />RIDGE W-BEAM <br />PER PLAN <br />2x RIM W/ 2-16d TYP. <br />A35 @ 16 0. C. SEE ARCH'L <br />A-35 @ <br />DBL. 2x TOP PLATES <br />„ � <br />16 0. C. <br />HEADER <br />PER PLAN MST37 ON 3x <br />2- 1/2 0 THRU <br />(E) 2x RR SISTER <br />E.N. <br />BLK'G, TYP. <br />TOP CHORD W/ 2x4 BOLTS @ 24" O.C. <br />STAGG. <br />SHEAR PANEL <br />(E) ROOF TRUSS <br />3-2x �� <br />TRIMMER 16d FACENAIL @12 <br />W 2-16d @ 12" <br />O.C. STAGG. <br />PER PLAN <br />O.C. MULTIPLE STUD <br />(FULL LENGTH) <br />d <br />2x BLK'G @ <br />2x CJ W/ SIMPSON <br />32" 0. C. TYP. <br />B.N. <br />3-2x KINGSTUDS <br />'U' HANGER 2x STUDS @ 16" O.C. <br />2x LEDGER W/ 3-SDS CONT. (DOUBLE -UP STUDS <br />(E) ROOF TRUSS 2x CJ W/ <br />111 <br />1/4"0 x 3-1/2" @ EA. HIGHER THAN 10' <br />PLYWD SHEAR WALL <br />SIMPSON "U" HANGER <br />STUDS <br />(E) 2x STUD PER SCHEDULE <br />SIMPSON 'HTU28' <br />HDUS TYP. <br />HANGER 2x STOCK <br />"MSTA18„ CONT. FILLER <br />1 <br />SIMPSON <br />1 <br />SECTION <br />11 <br />SECTION <br />8 <br />SECTION <br />5 <br />SECTION <br />2 <br />ROFESS/ <br />S MOq! <br />NOTE: <br />1. SEE SHEET WSWH2 FOR MORE INFORMATION. <br />� <br />�� F� <br />131 <br />NO.75884 M <br />EXP. 06.30.26 <br />�T9TF <br />CIVIL <br />OF CAI-\F <br />3/8" STIFF. PLATE <br />EA. SIDE @ COL. LOCATION 24" <br />PLY'D STH'G SEE <br />2- 1 /2 "O THRU BOLTSTyp12" <br />2x RR <br />WOOD NOTES <br />WELDED 3 8 " <br />@ 24" O.C. STAGG. Typ <br />STIFF. PLATE <br />STRAP RAFTERS W/ B.N. <br />IT IS A VIOLATION OF LAW FOR ANY PERSON <br />SIMPSON A-35 @ <br />EA. RAFTER <br />EA. SIDE @ COL. <br />SIMPSON ST2115 @ <br />LOCATION <br />32" 0. C. (U.N.0.) <br />UNLESS THEY ARE ACTING UNDER THE DIRECTION <br />2x RR, TYP. <br />OF A LICENSED PROFESSIONAL ENGINEER, <br />2x STOCK <br />B.N. <br />ROOF STH'G <br />TO ALTER THIS DOCUMENT. <br />CONT. FILLER o 0 0 0 0 <br />SHEET TITLE <br />0 0 0 0 0 <br />PER PLAN <br />„ 3" 2" W-BEAM <br />PER PLAN <br />5/8" PLATE W/ 8%2" <br />8W 8/" <br />5/" PLATE / 2 <br />2x FLAT W/ 3-16d <br />@ 16 Yy 0. C. @ EA. <br />WIDTH W/ 4-3/4"O <br />M.B. ON GAGE <br />SECTIONS AND DETAILS <br />WIDTH W/ 4-3/4"O <br />RAFTER <br />RIDGE BEAM <br />M. B. ON GAGE <br />114 <br />PER PLAN <br />(E) 2x RR SISTER <br />SIMPSON LRU212Z <br />1/4 <br />TOP CHORD W/ 2x4 <br />HSS COL. <br />W/ 2-16d @ 12" <br />PER PLAN <br />HANGER <br />SHEET NUMBER <br />HSS COL. <br />0. C. STAGG. <br />PER PLAN <br />2x CONT. BLK'G <br />ATTACHED WSWH-TP <br />WSWH PER PLAN (BY MANUFACTURE) <br />S=5 <br />SEE SHEET WSWH2 FOR <br />1 MORE INFO. <br />1 <br />1 <br />SECTION <br />1 <br />CALIFORNIA FRAME DETAIL <br />9 <br />DETAIL <br />6 <br />SECTION <br />3 <br />of <br />