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P <br />ROOF SHEATHING <br />PER PLAN <br />EXISTING ROOF <br />SHEATHING <br />ROOF RAFTER <br />EXISTING ROOF <br />FASCIA TO MATCH <br />(PER PLAN) <br />RAFTER <br />EXISTING <br />ROOF JOISTS <br />B.N. <br />EXISTING ROOF <br />B.N. <br />/�N <br />PER PLAN <br />JOISTS <br />V� <br />SIMPSON A-35 (SEE <br />�� NEW SIMPSON A-35 <br />ROOF SHEATHING <br />SCHEDULE <br />++ <br />EXISTING ROOF <br />WALL <br />PER PLAN <br />+ 3/S6.0) <br />SHEATHING <br />/S6 0) <br />SCHEDULE 3/S6.0) <br />2X CONTINUOUS <br />++ <br />EXISTING OR NEW <br />BLOCKING <br />(6)16d NAILS <br />2X CONTINUOUS <br />B.N. <br />EACH END <br />BLOCKING <br />B.N� <br />�' <br />M <br />��' <br />� � <br />D <br />FASCIA TO MATCH <br />B.T <br />B. , <br />W <br />EXISTING <br />+ +— <br />+ + <br />vT <br />5-16d NAILS <br />CEILING JOISTS <br />NEW 5-16d NAILS <br />NEW CEILING JOISTS <br />EACH END <br />PER PLAN, TYP <br />EACH END <br />PER PLAN, TYP <br />16d NAILS @ 6" <br />NEW 16d NAILS <br />2-2X TOP PLATE <br />SIMPSON H2.5 TIE @ <br />O.C. <br />EXISTING 2-2X <br />NEW SIMPSON H2.5 <br />@ 6" O.C. <br />32" O.C. MIN <br />TOP PLATE <br />TIE @ 32" O.C. MIN <br />SPACING <br />SIMPSON HU <br />SPACING <br />NEW SIMPSON HU <br />2X @ 16" <br />HANGER EACH <br />EXISTING 2X @ <br />HANGER EACH <br />STUD WALL <br />SIMPSON A-35 (SEE <br />SIDE <br />16" STUD WALL <br />NEW SIMPSON A-35 (SEE SIDE <br />SHEAR WALL SCHEDULE <br />BEAM PER PLAN <br />SHEAR WALL SCHEDULE <br />NEW BEAM PER <br />SHEAR WALL <br />3/S6.0) <br />NEW SHEAR WALL � <br />3/S6.0) <br />PLAN <br />SHEATHING (SEE <br />SHEATHING (SEE —4- <br />SHEAR WALL <br />SHEAR WALL <br />SCHEDULE 3/S6.0) <br />SCHEDULE 3/S6.0) <br />SHEAR TRANSFER AT ROOF RAFTER DETAIL <br />SHEAR TRANSFER AT ROOF RAFTER DETAIL <br />2 <br />4 <br />NO SCALE <br />NO SCALE <br />ROOF SHEATHING <br />PER PLAN <br />HIP BEAM OR HIP <br />WOOD BEAM PER <br />BOARD PER PLAN <br />PLAN <br />HIP BOARD PER <br />BEAM PER <br />PLAN EACH SIDE <br />PLAN <br />SIMPSON HCP <br />2-2X TOP <br />0 <br />PLATES, <br />TYP <br />•: <br />0 <br />0 <br />SIMPSON A44 <br />T- <br />SIMPSON HHRC <br />ON <br />SIMSIMPSON <br />O <br />A44 EACH <br />HGU H ANGERCICTQ <br />GU H <br />DS CAP <br />SIDE (TOTAL 2) <br />WOOD POST PER—// <br />POST PER <br />// <br />PLAN <br />PER PLAN <br />KING POST <br />PER PLAN <br />BEAM OR DOUBLE <br />JOISTS PER PLAN <br />HIP CORNER DETAIL <br />HIP DETAIL <br />BEAM TO BEAM CONNECTION <br />BEAM TO POST CONNECTION <br />5 <br />6 <br />7 <br />8 <br />NO SCALE <br />NO SCALE <br />NO SCALE <br />NO SCALE <br />MATCH <br />EXISTING ROOF SLOPE <br />(WHERE <br />APPLICABLE) <br />ow <br />�o <br />—' o <br />Q <br />2-2X TOP <br />PLATES <br />NEW SILL PLATE <br />CONNECTOR (SEE SHEAR <br />WALL SCHEDULE 3/S6.0) <br />2-2X TOP <br />LLJ <br />m <br />I I <br />PLATES <br />w Cn <br />11:�LLJ X <br />= w <br />EXISTING FLOOR <br />EXISTING OR NEW 2X <br />SHEATHING <br />CONTINUOUS BLOCKING <br />00 <br />(SAME AS FLOOR JOIST) <br />B.N. B.N. -T <br />2-2X TOP <br />PLATES <br />HEADER PER PLAN <br />SIMPSON ECCQ, TYP <br />BEAM PER PLAN <br />EXISTING FLOOR <br />SIMPSON ECCQ <br />POST PER <br />JOIST <br />POST PER PLAN <br />PLAN, TYP <br />NEW SIMPSON A35 <br />@ 6" O.C. <br />\— <br />POST PER PLAN <br />FRONT <br />VIEW <br />SIDE VIEW <br />NEW SHEAR WALL <br />SIDE VIEW <br />SHEATHING (SEE SHEAR <br />WALL SCHEDULE 3/S6.0) <br />POST CAP <br />DETAIL <br />POST CAP DETAIL <br />SHEAR TRANSFER <br />AT FLOOR <br />9 <br />10 <br />11 <br />NO SCALE <br />NO SCALE <br />NO SCALE <br />nin�Bu <br />genFy I <br />O"�IF <br />R C <br />Pmr7TI <br />EXCEPT TIE LORD BUILD THE HOUSE, <br />THEY LABOR IN VAIN TYAT BUILD IT <br />I ter 651 RIUPAU AVE, SUIiE 210 <br />CORONA, C A 92819 <br />t 1eL (909�560-1J85 <br />eogioeeriogsolulio0s.iofo@gmail.com <br />Drawings and written material appearing herein constitute <br />original and unpublished work of IS Egineering Solutions and <br />may not be duplicated used or disclosed without written <br />consent of IS Engineering Solutions. <br />VDVESS/44q <br />c <br />George F Endrawes -0- <br />Of C91685 <br />0 <br />PROJECT: <br />N <br />GARAGE CONVERSION <br />TO ADUs <br />PROJECT ADDRESS: <br />1313 N SPURGEON ST. UNIT A-H, <br />SAN TA AN A, CA 92701 <br />1322 FRENCH ST, <br />SAN TA AN A, CA 92701 <br />No. Date Issue <br />Project No. 282023 <br />scale NOTED <br />Drawing TitIe:STRUCTURE DETAILS <br />DESIGNED BY: G.E. <br />CHECKED BY: <br />DATE: <br />11/12/2025 <br />Drawing No <br />S5,,O <br />