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01/29/2025PC COMMENTS RESPONSE #1 <br />04/17/2025PC COMMENTS RESPONSE #2 <br />VE Revs 10/10/20251 <br />B <br />A <br /> <br />a <br />n <br />d <br /> <br />s <br />h <br />a <br />l <br />l <br /> <br />n <br />o <br />t <br /> <br />b <br />e <br /> <br />r <br />e <br />p <br />r <br />o <br />d <br />u <br />c <br />e <br />d <br /> <br />i <br />n <br /> <br />w <br />h <br />o <br />l <br />e <br /> <br />o <br />r <br /> <br />i <br />n <br /> <br />p <br />a <br />r <br />t <br /> <br />w <br />i <br />t <br />h <br />o <br />u <br />t <br /> <br />t <br />h <br />e <br /> <br />e <br />x <br />p <br />r <br />e <br />s <br />s <br /> <br />p <br />r <br />i <br />o <br />r <br /> <br />w <br />r <br />i <br />t <br />t <br />e <br />n <br /> <br />p <br />e <br />r <br />m <br />i <br />s <br />s <br />i <br />o <br />n <br /> <br />o <br />f <br /> <br />s <br />a <br />i <br />d <br /> <br />e <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />s <br />, <br /> <br />a <br />n <br />y <br /> <br />u <br />n <br />a <br />u <br />t <br />h <br />o <br />r <br />i <br />z <br />e <br />d <br /> <br />r <br />e <br />u <br />s <br />e <br /> <br />o <br />f <br /> <br />t <br />h <br />e <br />s <br />e <br /> <br />p <br />l <br />a <br />n <br />s <br /> <br />o <br />t <br />h <br />e <br />r <br /> <br />t <br />h <br />a <br />n <br /> <br />f <br />o <br />r <br /> <br />t <br />h <br />e <br /> <br />p <br />r <br />o <br />j <br />e <br />c <br />t <br /> <br />a <br />n <br />d <br /> <br />l <br />o <br />c <br />a <br />t <br />i <br />o <br />n <br /> <br />s <br />h <br />o <br />w <br />n <br /> <br />i <br />s <br /> <br />p <br />r <br />o <br />h <br />i <br />b <br />i <br />t <br />e <br />d <br />. <br />al <br />l <br /> <br />i <br />d <br />e <br />a <br />s <br />, <br /> <br />d <br />e <br />s <br />i <br />g <br />n <br />s <br /> <br />a <br />n <br />d <br /> <br />p <br />l <br />a <br />n <br />s <br /> <br />r <br />e <br />p <br />r <br />e <br />s <br />e <br />n <br />t <br />e <br />d <br /> <br />b <br />y <br /> <br />t <br />h <br />i <br />s <br /> <br />d <br />r <br />a <br />w <br />i <br />n <br />g <br /> <br />a <br />r <br />e <br /> <br />t <br />h <br />e <br /> <br />e <br />x <br />c <br />l <br />u <br />s <br />i <br />v <br />e <br /> <br />p <br />r <br />o <br />p <br />e <br />r <br />t <br />y <br /> <br />o <br />f <br />Go <br />u <br />v <br />i <br />s <br /> <br />E <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />i <br />n <br />g <br />JOB NO. <br />SUBMITTAL <br />DATE <br />SHEET TITLE <br />SHEET NO. <br />CLIENT: <br />REVISION <br />DATE <br />21 <br />3 <br />0 <br /> <br />E <br /> <br />4 <br />T <br />H <br /> <br />S <br />T <br /> <br /># <br />2 <br />0 <br />0 <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 />5 <br />BSB: MR230056; Gouvis: 66467 <br />1ST PLAN CHECK SUBMITTAL 08/20/2024 <br />2ND PLAN CHECK SUBMITTAL 01/29/2025 <br />3RD P.C. SUBMITTAL <br />04/17/2025 <br />3RD PLAN CHECK SUBMITTAL 04/17/2025 <br />OL <br />I <br />V <br />E <br /> <br />C <br />R <br />E <br />S <br />T <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />T <br />I <br />A <br />L <br />OL <br />I <br />V <br />E <br /> <br />C <br />R <br />E <br />S <br />T <br />21 <br />5 <br />0 <br /> <br />E <br />. <br /> <br />F <br />O <br />U <br />R <br />T <br />H <br /> <br />S <br />T <br />. <br /> <br />& <br /> <br />2 <br />1 <br />6 <br />0 <br /> <br />E <br />. <br /> <br />F <br />O <br />U <br />R <br />T <br />H <br /> <br />S <br />T <br />. <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br /> POST TO DECK BEAM CONN. <br />9 2 <br />1 <br />6 <br />8 <br />1.POST PER PLAN. <br />2.ROOF BEAM PER PLAN. <br />1/4"Ø LAG W/ 3" EMBED. INTO POST. <br />(ALT. A34/LTP4 ALL SIDES POST <br />6. <br />BEAM NOT CONTINUOUS OVER <br />POST WHERE OCCURS PER PLAN. <br />3."PCZ", "BC", OR "AC" CONNECTOR. <br />4."EPCZ", "BC", OR "ACE" @ END COND. <br />"LCE" W/ PERPENDICULAR BEAM <br />8. <br />ALT. TO MITER CUT PER NOTE 4, <br />PERPENDICULAR BEAM W/ OFFSET <br />FLANGE "WP" HANGER @ "EPCZ" <br />OR "BC", CAN BE USED. <br />7. <br />FLOOR BEAM PER PLAN. <br />5. <br />SIMPSON BCO POST BASE. <br />(ALT. A34/LTP4 ALL SIDES) <br />TO ROOF BEAM) <br />MITER CUT @ CORNER COND. <br />1" <br />1" <br />1" <br />1" <br />1" <br />1" <br />EQ, TYP <br />TY <br />P <br />TY <br />P <br />PLAN VIEW A-A <br />4 3 <br />5 <br />PLAN VIEW B-B <br />A A <br />EQEQ <br />7 <br />EQEQ <br />EQEQ <br />7 <br />NOTE: <br />B B <br />9. <br />1 <br />2 <br />R <br />LAG SCREW CONNECTIONS <br />ARE NOT APPLICABLE AT <br />OPEN ROOF TRELLIS <br />DRAG DETAIL @ PARTY WALL <br />DBL TOP PLATE PER PLAN. <br />1. <br />2. <br />3. <br />4. <br />5. <br />6. <br />2 <br />2X STUD WALL @ 16" O.C. (U.N.O.) <br />BEAM PER PLAN. <br />POST OR MULTIPLE STUD <br />PER PLAN. <br />2X COMPRESSION MEMBER. <br />SIMPSON ST6236 <br />1 5 <br />6 <br />7.ALT. SIMPSON ST6236 ON TOP OF <br />TOP PLATE OR BEAM. <br />7 <br />@ TOP PLATE <br />4 <br />5 <br />2 <br />1 5 <br />6 <br />@ RIM JOIST @ TOP OF BEAM <br />7 <br />℄ <br />℄ <br />33 <br />E.Q.E.Q. <br />E.Q.E.Q.E.Q.E.Q. <br />8.CONT. RIM JOIST PER PLAN. <br />8 <br />3 <br />7 <br />FLOOR/ CORRIOR TRANSITION <br />2 <br />5 <br />4 <br />5. <br />4. <br />3. <br />2. <br />1. <br />FLOOR SHEATHING <br />BOUNDARY NAILING <br />SHEAR PANEL PER PLAN <br />STUD WALL WHERE OCCURS <br />2X 10 RIM JOIST <br />7. <br />6. <br />8. <br />SCHEDULE & 7-SD3 <br />SIMP. A35 PER SHEAR WALL <br />2x10 FLOOR JST PER PLAN. <br />10. <br />GYPCRETE PER PLAN. <br />LIGHTWEIGHT CONCRETE OR <br />6 <br />8 <br />CORRIDOR FRAMING PER <br />PLAN W/ APPROVED JOIST <br />HANGER. <br />2X LEDGER W/(2) ROWS <br />OF 1/4"x3" SDS SCREWS @ 6" O.C. <br />9. <br />9 <br />1 <br />3 10 10 <br />4 5 <br /> S. T. @ PARTY WALLS <br />NAILS PER SILL PLATE NAILING <br />STAGGERED 16d's SINKER <br />IS IN PLACE STAGGERED <br />INSTALL AFTER ROOFING <br />LS50 (ALT. LTP5) SPACED <br />7. <br />4. <br />TYPICAL TRUSSES <br />6. <br />5. <br />ROOF SHEATHING <br />3. <br />2. <br />EDGE NAILING1. <br />2 <br />2 <br />6 <br />4 <br />1 <br />5 <br />1 <br />1 <br />1 <br />4 <br />3 7 <br />6 <br />3 <br />PER SHEAR WALL SCHEDULE <br />R <br />OF SHEAR WALL SCHEDULE <br />SHEAR TRUSS/BOXED TRUSS <br />DESIGNED BY TRUSS <br />ENGINEER TO TRANSFER 240 <br />PLF MIN. LOADS FROM TOP <br />CHORD TO BOTTOM <br />CHORD(U.N.O), ALT. TO SHEAR <br />TRUSS APPLY PLYWD. TO <br />SIDE OF TRUSS W/ VERT. <br />FRAMING MEMBERS @ 16" O.C. <br />5 5 <br />5 <br />SHEAR WALL WHERE OCCURS, <br />SEE PLAN FOR TYPE. <br />5 <br />1 <br />3 <br />2 <br />6 <br />ROOF SHEATHING EXTENDED <br />& EDGE NAILED TO BLOCKING. <br />FULL HEIGHT BLOCKING. <br />SHEAR PANEL PER PLAN. <br />ROOF RAFTERS PER PLAN. <br />2x T&G STARTER BOARD <br />1. <br />2. <br />3. <br />4. <br />5 <br />6. <br /> SHEAR TRANSFER <br />PER ARCH. WHERE OCCURS. <br />8 <br />7.DOUBLE TOP PLATE OR <br />BEAM PER PLAN. <br />WALL LOCATIONS, SPACING AT <br />A35, @ 48" O.C. AT NON-SHEAR <br />TOP OF SHEAR WALL PER SHEAR <br />7 <br />8.SIMPSON H1 RAFTER TO TOP <br />PLATES @ 32" O.C. MAX. <br />WALL SCHEDULE. <br />R <br />4 <br />5 <br />1 <br />3 <br />2 <br />8 <br />7 <br />ALT. @ PORCH <br />NOTCH RAFTER @ PORCH. <br />NOTE: <br /> CONNECTION DETAIL <br />4 <br />7 <br />9 <br />8 <br />5 <br />6 <br />1 <br />1. <br />2. <br />3. <br />4. <br />5. <br />6. <br />7. <br />8. <br />9. <br />ROOF SHEATHING <br />TYPICAL TRUSS WHERE <br />16d's TOE NAILS FOR ROOF <br />RAFTER W/ SPAN OF LESS <br />THAN 4'-0". USE APPROVED <br />HANGER FOR GREATER <br />SPANS <br />E.N. <br />ST22 AT 48" O.C. <br />2X BEVELED BLOCKING W/ <br />E.N. AND A35's AT 48" O.C. <br />IF BLOCKING IS NOT <br />BEAM OR DBL TOP PLATE <br />PER PLAN <br />2X LEDGER SAME SIZE AS <br />R/R W/ 16d's AT 6" O.C. TO <br />DBL TOP PLATE/BEAM AND <br />SHEAR PANEL, WHERE <br />BEVELED, SEE 13/SN2 FOR <br />ALTERNATE <br />TYPICAL 2X RAFTER W/ (3) <br />2 10 <br />AT 16" O.C. <br />2x4 LEDGER WITH (2)-16d'S10. <br />AT 8" O.C. TO 2X BLOCKING <br />OCCURS W/ APPROVED HGR. <br />OCCURS <br />3 <br />4 <br />U.N.O. PER PLAN. <br />R <br />5. <br />4. <br />3. <br />2. <br />1. <br />6. <br />7. <br />8. <br />9. <br />E.N. <br />(2) 16d's @ 4" O.C. STAGG. <br />4 x HEADER PER PLAN. <br />SHEAR PANEL PER PLAN WHERE <br />OCCURS. <br />2 x 6 TRIMMER EA SIDE. (U.N.O.) <br />2 x 6 CRIPPLE WALL @ 16" O.C.. <br /> INSULATION, SEE T24 REPORT <br />FOR R VALUE. <br />CONT. DOUBLE TOP PLATES. <br />OVER HEADER <br />2 x 6 KING STUD EA. SIDE. (U.N.O.) <br />1 <br />4 <br />8 <br />8 <br />6 <br />6 <br />12 <br />7 <br />2 <br />1 <br />3 <br />7 <br />2 <br />9 <br />2 <br />5 <br />INSULATED HEADER <br />3 <br />10 <br />10.(2) 2x4 FOR RECESS <br />ALT. @ <br />RECESSED <br />HEADER <br />1 <br />10 <br />ALT. <br />SHEAR TRANSFER <br />4 <br />6 <br />3 <br />SHEAR PANEL, SEE PLAN <br />BEVELED, SEE 13/SN2 FOR <br />IF BLOCKING IS NOT <br />W/ 16d's AT 4" O.C <br />2X BEVELED BLOCKING W/ <br />7 <br />7. <br />6. <br />3 <br />5 <br />ALTERNATE <br />DBL TOP PLATE OR BEAM <br />BEVELED, SEE 13/SN2 FOR <br />IF BLOCKING IS NOT <br />SHEAR WALL SCHEDULE <br />A35's AT 36" O.C.(U.N.O) SEE <br />2X BEVELED BLOCKING W/ <br />TRUSS BY MANUFACTURER <br />ROOF SHEATHING <br />2 <br />5. <br />4. <br />ALTERNATE <br />FOR SPACING <br />3. <br />2. <br />1 1. <br />E.N. <br />1 <br />2 <br />5 <br />3 <br />3 <br />6 <br />48 <br />8.SHEAR PANEL TYPE 2 TYP. <br />(U.N.O. ON PLANS) BETWEEN <br />TRUSSES. <br />SHEAR TRANSFER <br />1. <br />2. <br />3. <br />ROOF SHEATHING <br />ROOF TRUSSPER PLAN <br />E.N. <br />1 <br />3 <br />4 <br />4.TRUSS BLOCKING BY TRUSS <br />MANUFACTURER W/ CAPACITY <br />TO TRANSFER 380 PLF MIN. <br />5 <br />5.SIMP. A35's EQUALLY SPACING <br />PER SHEAR WALL SHEDULE. AT <br />NON-SHEAR WALL @ 48" O.C. MAX. <br />6.SHEAR PANEL PER PLAN <br />6 <br />2 <br />3 <br />FROM TOP TO BOTTOM CHORD. <br />STRUCTURAL <br />DETAILS <br />SD4 <br /> ALT. <br />ARCH. SCABBED W/ 16d @ 8" O.C. <br />BLK'G. OR CONT. MEMBER PER 8. <br />6 <br />6 <br />LVL PER PLANS. <br />4 <br />572 <br />12 <br />3 <br />5.FLOOR SYSTEM PER PLAN. <br />7.USE A35 PER PLAN. <br />6.SHEAR PANEL PER PLAN. <br />4.CONT. TIMBERSTRAND OR <br />16d's S.P.N. PER PLAN3. <br />E.N.2. <br />CONT. FLOOR SHT'G.1. <br /> SHEAR TRANSFER DETAIL <br />8 <br />STAGGERED. IF BLK'G. IS @ EDGE <br />USE LTP5 PER PLAN. <br />9 <br />9.1 1/4" LIGHT WEIGHT CONC. <br />OR GYPCRETE. <br />10 <br />10.B.N. <br />12 <br />11 <br />13 <br /> ALT. <br />@ PARALLEL CONDITION. <br />BALLOON FRAME WALL <br />APPROVED HANGER. <br />13. <br />12. <br />11. <br />SOLID FULL DEPTH BM. MIN. <br />4x10 W/LTP OR LS50 @ <br />PERPENDICULAR CONDITION <br />PER PLAN. <br />R <br />7" <br />5" <br />3 1/2" <br />4 <br />1 <br />/ <br />2 <br />" <br />1 <br />3 <br />/ <br />4 <br />" <br />3/16" <br />STAIR RAILING DETAIL <br />2 <br />1. <br />2. <br />3. <br />FLOOR SHT'G. <br />4. <br />5.RAILING SYSTEM PER ARCH. <br />VERTICAL TS @ 4'-0" MAX. <br />(MIN. 1 1/2" x 1 1/2" X1/8") <br />L3"x5"x7"x1/4" THK. STEEL ANGLE <br />W/ (4) 5/8"Ø LAG SCREW, <br />3.5" PENETRATION MIN. <br />SIMP. CS16 STRAP WRAP <br />AROUND @ 32" O.C. MAX <br />STRINGER PER DETAIL 10/SD3. <br />1 <br />3 <br />4 <br />5 <br />4 <br />End Length = 11" <br />PE <br />R <br /> <br />A <br />R <br />C <br />H <br />. <br />38 <br />" <br /> <br />M <br />A <br />X <br />. <br />A <br />A <br />SECTION A-A <br />1 <br />3" <br />1