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13 <br />1 <br />4" <br />C <br />L <br />R <br />. <br />1 <br />4" <br />C <br />L <br />R <br />. <br />1 <br />2 <br />3 <br />4 <br />5 <br />NON-BEARING WALL <br />*PROVIDE ANCHOR 6" FROM ALL CORNERS AND SPLICES. ALL INTERIOR <br />NON-SHEAR WALLS TO BE SECURED WITH ICC-ESR APPROVED SHOT PINS <br />WITH CADMIUM WASHERS AT 32" O.C. PER MANUF. SPECS., U.N.O. <br />6 <br />1.SIMPSON "DTC" @ 48" O.C. MAX. <br />2.2X BLK'G @ 48" O.C. W/ (3) 16d @ <br />EA. END <br />3.JOIST OR TRUSS BOT. CHORD <br />4.NON-BRG WALL <br />5.*3" RAMSET @ 32" O.C. (ICC 1799) <br />6.CONC. SLAB PER PLAN <br />FRAMING <br />DETAILS <br />SD2 <br />RE <br />S <br />T <br />R <br />I <br />C <br />T <br />I <br />V <br />E <br /> <br />N <br />O <br />T <br />I <br />C <br />E <br />DA <br />T <br />E <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />S <br />SHEET <br />SHEET DESCRIPTION <br />STAMP <br />NO <br />: <br /> 8/1/24 <br />LE <br /> <br />A <br />D <br />D <br />I <br />T <br />I <br />O <br />N <br /> <br />& <br /> <br />D <br />E <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br />DATE: <br />22 <br />0 <br />9 <br /> <br />W <br />. <br /> <br />L <br />A <br />R <br />A <br />M <br />O <br />R <br />E <br /> <br />L <br />N <br />. <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <br />TH <br />E <br />S <br />E <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br />S <br />, <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br />S <br />, <br /> <br />A <br />N <br />D <br />SP <br />E <br />C <br />I <br />F <br />I <br />C <br />A <br />T <br />I <br />O <br />N <br />S <br /> <br />A <br />R <br />E <br /> <br />E <br />X <br />C <br />L <br />U <br />S <br />I <br />V <br />E <br /> <br />T <br />O <br />GE <br />T <br /> <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> T <br />H <br />E <br />S <br />E <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br />S <br />CA <br />N <br />N <br />O <br />T <br /> <br />B <br />E <br /> <br />C <br />O <br />P <br />I <br />E <br />D <br />, <br /> <br />T <br />R <br />A <br />N <br />S <br />F <br />E <br />R <br />R <br />E <br />D <br />, <br /> <br />O <br />R <br />RE <br />P <br />R <br />O <br />D <br />U <br />C <br />E <br />D <br /> <br />N <br />O <br />R <br /> <br />C <br />A <br />N <br /> <br />A <br />N <br />Y <br /> <br />O <br />T <br />H <br />E <br />R <br />ST <br />R <br />U <br />C <br />T <br />U <br />R <br />E <br />S <br /> <br />B <br />E <br /> <br />B <br />U <br />I <br />L <br />T <br /> <br />F <br />R <br />O <br />M <br /> <br />T <br />H <br />E <br />M <br />WI <br />T <br />H <br />O <br />U <br />T <br /> <br />W <br />R <br />I <br />T <br />T <br />E <br />N <br /> <br />C <br />O <br />N <br />S <br />E <br />N <br />T <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />S <br />30 <br />0 <br />0 <br /> <br />E <br />. <br /> <br />B <br />I <br />R <br />C <br />H <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />SU <br />I <br />T <br />E <br /> <br />2 <br />0 <br />3 <br />BR <br />E <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />8 <br />2 <br />1 <br />TE <br />L <br />: <br /> <br />( <br />9 <br />0 <br />9 <br />) <br /> <br />5 <br />6 <br />9 <br /> <br />- <br /> <br />1 <br />8 <br />8 <br />6 <br />in <br />f <br />o <br />@ <br />G <br />e <br />t <br />S <br />t <br />r <br />u <br />c <br />t <br />u <br />r <br />a <br />l <br />. <br />c <br />o <br />m <br />2 <br />JOB: R23-0943 <br />PHONG TR UONG <br />STATE OF CALIFORNIA <br />REGISTERED PROFESSIONAL ENGINEER <br />NO. C70784 <br />EXP. 06/30/2025 <br />CIV IL <br />2 <br />08 <br />/ <br />0 <br />1 <br />/ <br />2 <br />0 <br />2 <br />4 <br />PL <br />A <br />N <br /> <br />C <br />H <br />E <br />C <br />K <br /> <br />2 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />SHEAR WALL <br />24" MIN. <br />PLATE LINE <br />PLA <br />T <br />E <br /> <br />L <br />I <br />N <br />E <br />PLATE LINE <br />PLA <br />T <br />E <br /> <br />L <br />I <br />N <br />E <br />PLATE LINE <br />PLA <br />T <br />E <br /> <br />L <br />I <br />N <br />E <br />PLATE LINE <br />PLA <br />T <br />E <br /> <br />L <br />I <br />N <br />E <br />PLATE LINE <br />PLA <br />T <br />E <br /> <br />L <br />I <br />N <br />E <br />PLATE LINE <br />PLA <br />T <br />E <br /> <br />L <br />I <br />N <br />E <br />NOTES: <br />·PROVIDE 3 8" EDGE DISTANCE FOR NAILS; <br />·PROVIDE MIN. 2X BLK'G. @ ALL PLYWOOD EDGES OR AS NOTED IN SHEAR SCHEDULE; <br />·STAGGER NAILS THAT ARE SPACED 2" O.C.; <br />·FOR SPECIFIC SHEARWALL CONDITIONS SEE PLAN & SCHEDULE; <br />·NO CUTS OR HOLES IN SHEATHING WITHIN 16" OF CORNERS; <br />·MAX. ACCUMULATED LENGTH OF OPENINGS SHALL NOT EXCEED 20% OF THE WALL <br />LENGTH. MAX. LENGTH OF EA. OPENING IS 4-1 2" IN ANY DIRECTION. <br />1.SHEAR WALL INDICATED ON PLANS AND SCHEDULE <br />2.EDGE NAIL (E.N.) SHEAR PANEL TO ALL PANEL EDGES <br />3.FIELD NAIL @ 12" O.C. <br />4.POST PER PLAN. EDGE NAIL (E.N.) SHEAR PANEL TO POST <br />5.INSTALL HOLDOWN ON POST <br />6.TRIMMER WHERE OCCURS <br />7.SIMPSON LTP4 (OR A35) @ 24" O.C. OR SEE SHEAR WALL SCHEDULE FOR SPACING <br />8.ROOF RAFTER AND BLOCKING <br />9.3X MUDSILL <br />10.2X4 FLAT BLOCK NAILING FOR HORIZONTAL JOINTS <br />1 <br />2 <br />2 <br />3 <br />44 <br />5 <br />6 <br />7 <br />PLATE LINE <br />PLA <br />T <br />E <br /> <br />L <br />I <br />N <br />E <br />PLATE LINE <br />PLA <br />T <br />E <br /> <br />L <br />I <br />N <br />E <br />PLATE LINE <br />PLA <br />T <br />E <br /> <br />L <br />I <br />N <br />E <br />PLATE LINE <br />PLA <br />T <br />E <br /> <br />L <br />I <br />N <br />E <br />8 <br />99 <br />41 2" <br />MAX. <br />41 <br />2" <br />MA <br />X <br />. <br />CORNERS TO <br />BE ROUND <br />NO <br />OVERCUTS <br />16" MIN. <br />FROM ANY <br />PANEL <br />EDGE <br />OPENING LIMITS <br />1 <br />2" <br />1 <br />2" <br />1 <br />2"3" ³ X <br />3 <br />4" <br />3 <br />4"X > 3" <br />EDGE NAILING SPACING =< 3" <br />EDGE NAILING SPACING > 3" <br />SILL NAILING <br />18" <br />MAX. <br />3 8" <br />1 2" <br />3 8" <br />21 2" <br />MIN. <br />3 8" <br />3 8" <br />3 8" <br />3 8" <br />EDGE NAILING SPACING < 4"EDGE NAILING SPACING >= 4" <br />11 2" <br />PANEL JOINT NAILING <br />16d NAILS, SEE <br />TABLE FOR <br />SPACING, <br />STAGGERED <br />SHEARWALL SPACING <br />A 6" <br />B 6" <br />C 4" <br />D 4" <br />E 3" <br />16d NAILS, SEE <br />TABLE FOR <br />SPACING, <br />STAGGERED <br />X <br />SH <br />E <br />A <br />R <br />W <br />A <br />L <br />L <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />POST PER <br />PLAN <br />E.N. <br />E.N. <br />E.N. <br />E.N. <br />E.N. <br />X <br />SH <br />E <br />A <br />R <br />W <br />A <br />L <br />L <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />X <br />SH <br />E <br />A <br />R <br />W <br />A <br />L <br />L <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />X <br />SH <br />E <br />A <br />R <br />W <br />A <br />L <br />L <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />X <br />PER PLAN <br />SHEARWALL <br />X <br />PER PLAN <br />SHEARWALL <br />X <br />PER PLAN <br />SHEARWALL <br />16d NAILS, SEE TABLE FOR <br />SPACING, STAGGERED <br />X <br />SH <br />E <br />A <br />R <br />W <br />A <br />L <br />L <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />E. <br />N <br />. <br />X <br />SHEARWALL <br />PER PLAN <br />E.N. <br />POST PER <br />PLAN <br />POST PER <br />PLAN <br />INTERSECTION AND CORNERS <br />24 <br />" <br />MI <br />N <br />. <br />10 <br />NOTCH DEPTH <br />STUD SIZE EXT. BRN'G WALL NON-BRN'G WALLS <br />2X4 7 <br />8"1 7 <br />16" <br />2X6 1 3 <br />8"2 3 <br />16" <br />BORED HOLES <br />STUD SIZE EXT. BRN'G WALL NON-BRN'G WALLS <br />2X4 1 3 <br />8"2 1 <br />8" <br />2X6 2 3 <br />16"3 5 <br />16" <br />2-2X4 2 1 <br />8"2 1 <br />8" <br />2-2X6 3 5 <br />16"3 5 <br />16" <br />NOTE: <br />BORED HOLES NOT PERMITTED IN MORE <br />THAN TWO CONSECUTIVE DOUBLE STUDS <br />STUD <br />OU <br />T <br />E <br />R <br /> <br />1 <br />/ <br />3 <br /> <br />O <br />F <br />SP <br />A <br />N <br /> <br />O <br />N <br />L <br />Y <br />d/4 M <br />A <br />X <br />d M <br />I <br />N <br />. <br />SILL PLATE <br />d <br />BORING, NOTCHES, AND BLOCKING <br />5/8" <br />MIN. <br />BORE HOLE, SEE <br />TABLE BELOW <br />1 1 <br />4"X 16 GA STRAP W/ (8) 10d <br />COMMON NAILS AT EACH <br />END AT EACH PLATE <br />51 2" <br />MAX. <br />1'-0" <br />MIN. <br />1'-0" <br />MIN. <br />2X6 SILL <br />TYP. 2"Ø MAX. <br />BORED HOLENOTCHES MIN. <br />6'-0" O.C. <br />2" <br />MA <br />X <br />. <br />212" <br />MI <br />N <br />. <br />1 1 <br />4"X 16 GA STRAP W/ (6) 10d <br />COMMON NAILS AT EACH <br />END AT EACH PLATE <br />3" <br />MAX. <br />10" <br />MIN. <br />10" <br />MIN. <br />2X4 SILL <br />TYP. 13 <br />4""Ø MAX. <br />BORED HOLENOTCHES <br />MIN. 6'-0" O.C. <br />112" <br />MA <br />X <br />. <br />112" <br />MI <br />N <br />. <br />NOTES: <br />1.NOTCHES DEPTH PER DISTANCE FROM SUPPORT <br />DEPTH OF JOIST: D/3 MAX. <br />1/3 SPAN OF JOIST: D/6 MAX. <br />2.ALL NOTCHES/BORE TO BE WITHIN 1/3 SPAN FROM SUPPORTS (NOT <br />AT CANTILEVER SUPPORT) <br />3.MAINTAIN MIN. 6" SPACING BETWEEN ANY NOTCHES/BORED HOLES <br />D MAX. <br />2" CLEAR, <br />MIN. <br />D/3 JOIST <br />DEPTH <br />MAX. <br />D/3 MAX. <br />D/4 MAX. AT <br />SUPPORT ENDS <br />D/6 MAX. <br />6" MIN. <br />D/6 MAX. <br />1/3 MAX <br />SPAN <br />D <br />JOIST <br />PER <br />PLAN <br />2x BLOCKING, <br />FULL DEPTH <br />(2) 16d <br />OR (3) 8d <br />INTERMEDIATE BLOCKING <br />TYP. AT RIDGE <br />4'-0" LAP MIN. <br />NOTE: <br />FULLY NAIL STRAP W/ 16d <br />SINKER OR 10d COMMON <br />NAILS SHALL BE STAGGERED <br />& AT LEAST 2 1/4" APART. <br />2 <br />5 <br />1 <br />TOP PLATE SPLICE <br />4 <br />1.PLATE TO STUD NAILING PER C.B.C. <br />MIN. REQ'D <br />2.MIN. (2) ROWS 16d <br />(2) 2x4: TOTAL (44) @ PLATE <br />SPLICES OR BREAKS <br />(2) 2x6: TOTAL (68) @ PLATE <br />SPLICES OR BREAKS <br />3.LOCATE STUD UNDER SPLICE OR <br />PROVIDE 2X BLK'G. ATTACHED TO <br />ADJACENT STUD W/ (3) 16d NAIL @ <br />SIDE <br />4.SPLICE TO BE OVER STUD <br />5.MST72, U.N.O. <br />3 <br />3 <br />TYPICAL WALL OPENING <br />1.(2) 16d MIN. (ADD (2) 16d FOR EA. 2" OF ADDITION HEADER DEPTH <br />2.(1) 2X THRU STUD <br />- OPENING > 6'-0"(2) 2X THRU STUDS <br />- OPENING > 12'-0 (3) 2X THRU STUDS <br />- HEADER HT. > 10'-0"(3) 2X THRU STUDS <br />3.POST @ HOLDOWNS, SEE PLANS <br />4.2X STUDS @ 16" O.C. U.N.O. <br />5.2X WINDOW SILL WHERE OCCURS <br />- OPENING > 6'-0"(2) 2X SILL <br />- SILL HEIGHT > 10'-0" (2) 2X SILL <br />6.SILL PLATE <br />7.SIMP. A34 @ OPENING WIDER THAN 6'-0" <br />8.(2) 2X TOP PLATE <br />9.HEADER PER TABLE <br />10.2X TRIMMER <br />- OPENING > 6'-0"(2) 2X TRIMMER <br />- HEADER HT. > 10'-0"(3) 2X THRU STUDS <br />11.16d @ 12" O.C. STAGGER <br />12.(4) 8d TOE NAILS <br />13.KING POST PER PLAN W/ (2) A34, TOP. & BOT. <br />14.BEAM PER PLAN W/ (2) A34 <br />4'-0"4" <br />6'-0"4" <br />8'-0"6" <br />10'-0"6" <br />12'-0"8" <br />MIN. NOMINAL HEADER "D" <br />NON-BEARING <br />OPENING <br />WIDTH MAX. <br />HEADER SCHEDULE, U.N.O. <br />NOTE: <br />PROVIDE 2X FIRE STOPS AT CEILING AND @ 8'-0" O.C. VERTICAL <br />1 <br />2 <br />3 <br />4 <br />6 <br />7 <br />8 <br />9 <br />11 <br />12 <br />1 <br />2 <br />3 <br />45 <br />6 <br />7 <br />8 <br />10 11 <br />7 <br />12 <br />14 <br />13 <br />1 4" <br />3 8"18" <br />3 8" <br />1 4" <br />11 2" <br />PANEL JOINT NAILING <br />FIELD <br />NAILING <br />CONTINUOUS <br />PANEL EDGE, E.N. <br />PANEL BOUNDARY <br />& BOUNDARY <br />NAILING (B.N.) <br />PANEL EDGE, EDGE NAILING (E.N.) <br />FOR BLOCKED DIAPHRAGM ONLY <br />NOTES: <br />·STAGGER JOINTS AS SHOWN <br />·MIN. SIZE OF SHEET SHALL BE 2 FT. X 2 FT. <br />·NAILS SHALL BE DRIVEN TIGHT BUT SHALL NOT FRACTURE <br />SURFACE OF SHEATHING <br />·TOLERANCE ON NAILING SHALL BE 3/4" W/ THE AVERAGE <br />NAIL SPACING OVER ANY 4 FT. LENGTH BEING AT LEAST <br />THAT NOTED ON THE PLAN <br />DIRECTION OF FACE GAIN <br />PERPENDICULAR TO SUPPORT <br />2X FRAMING <br />PER PLAN <br />PANEL BOUNDARY & <br />BOUNDARY NAILING <br />(B.N.) <br />PANEL LAYOUT <br />STAGGER <br />16" MIN. <br />24" MIN. <br />8d: 2X4 MIN. <br />10d: 3X4 MIN. <br />3/8" <br />MIN. <br />3/8" <br />MIN. <br />1/8" <br />1/4" <br />MIN. <br />1/4" <br />MIN. <br />E.N. <br />BLOCKED DIAPHRAGM <br />NAILING <br />1 <br />7 10 <br />8 <br />10 <br />11 <br />7 <br />1 <br />8 <br />10 <br />11 <br />7 <br />1 <br />9 <br />9 <br />END <br />L <br />E <br />N <br />G <br />T <br />H <br />ENDLENG <br />T <br />H <br />3 <br />4 <br />1 <br />2 45 <br />END <br />LENGTH <br />1 7 <br />8 <br />6 <br />A CS16 112" (10) 10d 1705# 11" <br />B CS14 112" (13) 10d 2490# 15" <br />C CMSTC16 3" (25) 12d 4690# 20" <br />D CMST14 3"(28) 16d 6475# 26" <br />E CMST12 3" (37) 16d 9215# 33" <br />STRAP CAPACITY <br />MIN. WOOD <br />MEMBER <br />THICKNESS <br />MIN. # OF NAILS @ EACH <br />END MEMBER PER STRAP <br />MIN. END <br />LENGTH <br />HD <br />TYPE <br />(5) 10d 8"3 <br />(6) 10d 9"4 <br />(11) 12d 10"8 <br />(13) 16d 14"10 <br />(18) 16d 18"15 <br />MINIMUM FASTENERS <br />PER SPLICE <br />MIN. SPLICE <br />LENGTH <br /># OF A35 W/ <br />BLK'G @ TOP <br />PLATE <br />DRAG DETAILS <br />1 <br />2 <br />4 <br />12 <br />7 <br />1.STRAP, SEE TABLE BELOW <br />2.DRAG BLK'G, SEE PLAN FOR DRAG LENGTH <br />AND TABLE FOR BLK'G THICKNESS REQ'D <br />3.ROOF SHT'G. W/ E.N. ALONG LINE OF DRAG <br />4.JOIST/RAFTER PER PLAN <br />5.HIP BM. OR TOP CHORD OF HIP TRUSS <br />6.2X @ 48" O.C., BOTH SIDES OF JOIST <br />7.DBL. TOP PLATE OR BEAM <br />8.BEAM PER PLAN <br />9.SIMPSON EPC, U.N.O. <br />10.POST PER PLAN <br />11.2X STUD <br />12.FULL DEPTH BLK'G W/ A35, SEE TABLE FOR <br />MIN. REQ'D PER STRAP. <br />13.LUS/HU HANGER PER FRAMING PLAN <br />NOTES <br />14.VALLEY BEAM <br />15.FULL DEPTH DRAG BLK'G <br />DRAG BLK'G TO TOP PLATE <br />DRAG BEAM TO TOP PLATEDRAG RAFTER TO TOP PLATE <br />2 <br />DRAG TOP PLATE TO TOP PLATE <br />8 <br />13 <br />86 <br />END LENGTH <br />CLEAR <br />SPAN <br />END LENGTH <br />4 46 <br />1 13 <br />DRAG BEAM TO BEAM <br />4 6 <br />14 <br />15 <br />4 <br />1 <br />HIP - DRAG RAFTER TO BLK'G <br />VALLEY - DRAG RAFTER TO BLK'G <br />5 <br />6 <br />3 <br />8 <br />1 <br />4 7 <br />B.N. <br />2 <br />5 <br />6 <br />3 8 <br />1 <br />4 <br />SHEAR TRANSFER <br />7 <br />B.N. <br />2 <br />9 <br />PARALLELPERPENDICULAR <br />1.RAFTER PER PLAN <br />2.ROOF SHEATHING <br />3.LTP4 (OR A35), SEE SHEAR WALL SCHEDULE <br />4.SHEAR WALL AS OCCURS <br />5.(8) 10d NAILS <br />6.DBL. TOP PLATE <br />7.BEAM AS OCCURS <br />8.CEILING JOIST PER PLAN <br />9.CS14 W/ 2X BLK'G FOR 4 BAY MIN, U.N.O. <br />E.N.E.N. <br />1.CEILING JOIST <br />2.CALIFORNIA FRAMING, <br />SEE FRAMING NOTES <br />3.SHEARWALL <br />4.2X BLK'G <br />5.2X STUD @ 16" O.C. <br />6.RAFTER PER PLAN <br />7.WALL SHEATHING, SAME <br />AS BELOW <br />8.2X SOLE W/ 16d @ 6" O.C. <br />9.SIMP A35 @ 16" O.C. <br />10.RAFTER PER PLAN <br />11.SIMP A35 @ 16" O.C. <br />12.DBL TOP PLATE <br />13.2X LEDGER W/ (3) 16d @ 16" <br />O.C. <br />14.2X BLK'G @ 48" O.C. <br />E.N. <br />E.N. <br />B. <br />N <br />. <br />5 <br />12 <br />9 <br />6 <br />9 <br />8 <br />7 <br />10 5 <br />4 <br />3 <br />2 <br />1 <br />SHEAR TRANSFER <br />13 <br />1414 <br />E.N. <br />1 <br />4 <br />B.N <br />. <br />B.N <br />. <br />5 <br />1 <br />2 <br />3 <br />RIDGE SHEAR TRANSFER <br />1.LSTA30 @ 24" O.C. <br />2.A35 @ EA JOIST <br />3.RIDGE BOARD <br />4.LUS <br />5.RIDGE BEAM <br />6.ROOF JOIST <br />6 6 6 <br />42 <br />B.N <br />. <br />B.N <br />. <br />6 <br />RIDGE BOARD RIDGE BEAM <br />4 <br />6 <br />B.N. <br />5 <br />CALIFORNIA FRAMING <br />3 <br />1 <br />2 <br />1.RAFTERS PER PLAN <br />2.ROOF SHEATHING <br />3.2x RIDGE BOARD <br />4.CALIFORNIA FRAMING <br />5.2X CONT. W/ 2-16d @ EACH RAFTER <br />6.FRAMING PER PLAN <br />7.2x @ SLEEPER <br />7 <br />4 <br />B.N.B.N. <br />1.BEAM PER PLAN <br />2.SIMP. A34, EACH SIDE, TOP & BOT. <br />3.POST PER PLAN <br />4.DBL TOP PLATE <br />2 <br />1 <br />3 <br />4 <br />HIP BEAM <br />2 <br />2 <br />4 <br />4 <br />1 <br />PLANSECTION <br />3 <br />4 <br />6 <br />POST DETAIL <br />2 <br />1 <br />5 <br />1.BEAM PER PLAN <br />2.SIMP. EPC <br />3.POST PER PLAN <br />4.SIMP. A35, EACH SIDE, TOP & BOT. <br />5.TOP PLATE OR BEAM PER PLAN <br />6.POST TO MATCH ABOVE <br />2710 N Laird St & 2209 W <br />Laramore Ln10/7/2024