Laserfiche WebLink
BEARING AND/OR <br />BEARING AND/OR <br />BEARING AND/OR <br />BEARING AND/OR <br />SHEARWALL PER PLAN <br />SHEARWALL PER PLAN <br />SHEARWALL PER PLAN <br />SHEARWALL PER PLAN <br />PLATE NAILING PER <br />PLATE NAILING PER <br />PLATE NAILING PER <br />PLATE NAILING PER <br />(3) 0.148" X 3" <br />SHEARWALL SCHEDULE <br />SHEARWALL SCHEDULE <br />SHEARWALL SCHEDULE <br />SHEARWALL SCHEDULE <br />0.148"X3.25" @ 6" O.C. MIN. <br />0.148"X3.25" ® 6" O.C. MIN. <br />0.148"X3.25" @ 6" O.C. MIN. <br />0.148"X3.25" @ 6" O.C. MIN. <br />4'-0" <br />FLOOR SHEATHING AND NAILING <br />EDGE NAILING PER SCHED. <br />FLOOR SHEATHING AND NAILING <br />EDGE NAILING PER SCHED. <br />FLOOR SHEATHING AND NAILING <br />EDGE NAILING PER SCHED. <br />FLOOR SHEATHING AND NAILING EDGE NAILING PER SCHED. <br />(20) 12d <br />PER STRUCTURAL NOTES S1.0 ; <br />PER STRUCTURAL NOTES S1.0 <br />PER STRUCTURAL NOTES S1.0 <br />PER STRUCTURAL NOTES S1.0 <br />RIM/BLOCKING TO TOP <br />RIM/BLOCKING TO TOP <br />i <br />RIM/BLOCKING TO TOP <br />RIM/BLOCKING TO TOP <br />PLATE PER SHEARWALL <br />PLATE PER SHEARWALL <br />PLATE PER SHEARWALL <br />PLATE PER SHEARWALL <br />SCHEDULE -PROVIDE <br />SCHEDULE - PROVIDE <br />SCHEDULE - PROVIDE <br />SCHEDULE - PROVIDE <br />0.148"X3.25" ® 6" O.C. MIN. <br />0.148"X3.25" 0 6" O.C. MIN <br />0.148"X3.25" ® 6" O.C. MIN. <br />0.148"X3.25" 0 6" O.C. MIN <br />' - <br />' <br />TOP PLA I <br />:. - - -- -- <br />Y, <br />_ <br />__ <br />i <br />__ <br />_ -. �. - _ _ __ _ .-.____ <br /># <br />EDGE NAILING PER SCHED. <br />EDGE NAILING PER SCHED. <br />i <br />EDGE NAILING PER SCHED. <br />EDGE NAILING PER SCHED. <br />FRAMING PER PLAN <br />BEARING AND/OR <br />BEARING AND/OR <br />}I <br />BEARING AND/OR <br />i BEARING AND/OR <br />BLOCKING AT 48" O.C. # <br />SHEARWALL PER PLAN <br />FRAMING PER PLAN <br />SHEARWALL PER PLAN <br />FRAMING PER PLAN <br />SHEARWALL PER PLAN <br />FRAMING PER PLAN SHEARWALL PER PLAN <br />STUDS <br />ADD RIM JOIST/BLKG. <br />NOTES: <br />ADD RIM JOIST/BLKG. <br />NOTES: <br />ADD RIM JOIST/BLKG. 4 NOTES: <br />AS REQUIRED BY " <br />1. SECURE JOIST TO WALL <br />AS REQUIRED BY <br />I <br />1. SECURE JOIST TO WALL <br />AS REQUIRED BY 1. SECURE JOIST TO WALL <br />SHEARWALL SCHEDULE <br />WITH 0.131"X2.5" EA. SIDE, <br />DOUBLE JOIST <br />SHEARWALL SCHEDULE <br />WITH 0.131"X2.5" EA. SIDE, <br />SHEARWALL SCHEDULE WITH 0.131"X2.5" EA. SIDE, <br />NOTE: <br />1 1/2" MIN. FROM END. <br />1 1/2" MIN. FROM END. <br />1 1/2" MIN. FROM END. <br />PARALLEL <br />2. SECURE RIM JOIST TO <br />BLKG. WITH 0.131"X2.5 <br />PARALLEL <br />PERPENDICULAR <br />2. SECURE RIM JOIST TO <br />PERPENDICULAR JOIST WITH 0.131"X2.5 <br />SPLICE & NAIL TOP PLATES <br />AS SHOWN Q ALL EXTERIOR, <br />NAIL TOP AND BOTTOM. <br />NAIL TOP AND BOTTOM. <br />PLUMBING, PARTY & SHEAR <br />AND AT ROOF. <br />SCALE: 3/4" = 1'-0" <br />SCALE: 3/4" = 1'-0" <br />SCALE: 3Z4" = 1'-0" <br />SCALE: 3/4" = 1'-0" <br />SCALE: 3/4" = 1'-0" <br />01 EXTERIOR WALL <br />TO FRAMING <br />INTERIOR WALE TO FRAMING <br />3 <br />INTERIOR WALE TO FRAMING <br />4 EXTERIOR WALE TO FRAMING <br />0 <br />TOP PLATE SPLICE <br />JOISTS PERPENDICULAR <br />JOISTS PARALLEL <br />JOISTS PERPENDICULAR <br />JOISTS PARALLEL <br />PLATE NAILING PER <br />PLATE NAILING PER <br />SHEARWALL SCHED. TYP. <br />SHEARWALL SCHED. TYP. <br />SHEARWALL SHEATHING & <br />SHEARWALL SHEATHING & <br />NAILING PER SCHED. <br />NOTE: <br />SEE DETAIL 6 THIS SHEET <br />NAILING PER SCHED. <br />CONTINUE WALL SHEATHING <br />FOR BALANCE <br />RIM TO TOP PLATE A35/LTP4 <br />ELSE EIPROVIDE RIM NTOITOP <br />r� <br />L <br />JOIST HANGER <br />LAP JOIST 4" AND <br />USE (3) 8d NAILS <br />TOP PLATE <br />SPLICE SEE 5 <br />PER SHEARWALL SCHED. <br />PLATE A35/LTP4 PER <br />f <br />JOISTS <br />AT SOLID BLOCKING <br />THIS SHT. <br />SHEARWALL SCHED. <br />TO BEAM <br />PANEL BLOCKING <br />AT NON BEARING WALLS <br />HEADERS -MAY BE <br />:.. _. <br />\NG <br />— <br />° <br />L', <br />\ <br />71, <br />PLYWOOD PLYWOOD <br />AS REQ.AT <br />STUDS AT <br />16"�2�2X8 <br />O.C.C. TYP. <br />STUD <br />HEADERSING WALLS W/HUC HANGER ATTACHED TO IOR A34/ <br />@ 2X4 WALLS A35 CLIP: <br />I._... <br />I <br />U.N.O. <br />WALLS (2) 2X4 MIN. <br />UNLESS NOTED <br />' <br />OTHERWISE PER PLAN <br />JOIST PER PLAN TYP. <br />JOIST PER PLAN TYP. <br />JOIST PER PLAN TYP. <br />BUNDLED <br />JOISTS <br />(2) 16d Q 12 " <br />DOUBLE JOIST MIN. <br />PROVIDE INTERIOR CROSS <br />WALL OR BEAM AT 12' O.C. <br />ELSE BLOCKING AT 6' O.C. <br />JOIST PER PLAN TYP. <br />TYP. <br />JQIST PER JOIST PER <br />KING STUD-TYP. <br />FACE NAIL 2' <br />(2) 16d 12" O.C. <br />SHEATHING AND NAILING PER <br />DOUBLE JOIST MIN. <br />PLAN PLAN <br />AT BEARING WALLS <br />TYP. <br />AT NON -BEARING WALLS <br />SHEARWALL SCHED. TYP. <br />�- SHEATHING AND NAILING PER <br />SHEARWALL SCHED. TYP. <br />v` <br />JOIST HANGER 2X BLOCKING <br />TRIMMER STUDS: <br />1 (1) TRIMMER STUD <br />BEAM PER PLAN BEAM PER PLAN <br />1@OPENINGS 5' " WIDE <br />�2�@ OPENINGS -1&GREATER <br />NOTE: FIRE AND SOUND <br />NOTE: FIRE AND SOUND <br />UNLESS NOTED OTHERWISE PER PLA <br />RATING INFORMATION PER <br />RATING INFORMATION PER <br />A: FLUSH BEAM B: DROPPED BEAM <br />SCALE: 3/4" = V-0" <br />ARCH. <br />SCALE: 3/4" = 1'-0" <br />ARCH. <br />SCALE: 3/4" = 1'-0" <br />SCALE: NONE <br />© TYPICAL PARTYWALL <br />TYPICAL <br />PARTYWALL AT STEP <br />® <br />BUILT UP BEAM <br />D:1 TYP. CONN. TO WOOD BEAM <br />1:01 <br />TYP. HDR. AT STRUCT. WALL <br />UNLESS HANGERS/HARDWARE ARE SHOWN <br />UPPER WALL: <br />WALL PLATE NAILING PER BEARING/SHEAR WALL <br />PER PLAN AND SCHEDULE <br />NOTE: SEE ARCH. FOR STAIR DIMENSIONS <br />AND BLOCKING REQUIREMENTS 0.148"X3.25" <br />ON PLANS, BEAMS BEARING ON STUD WALLS <br />SHALL BE ANCHORED W/(4) 8d TOENAILS <br />SCHED. FOR UPPER WALL <br />@ 4" O.C. <br />STAGGERED <br />FLOOR NAILING PER <br />STRUCTURAL NOTES P.E.N. PER UPPER WALL <br />L - HORIZONTAL RUN <br />2X12 STRINGERS FOR L<84" 4 — <br />MST37 STRAP <br />1.75X14 LVL STRINGERS <br />FOR 84"<L<14 " <br />2X BLOCKING TYP. <br />CONT. RIM JOIST <br />A35 <br />TOP PLATE <br />TOP PLATE <br />A <br />TOP PLATES <br />BEAM <br />PER PLAN <br />BEAM <br />PER PLAN <br />BEYOND <br />-- -- -- -- -- <br />-- -- <br />-- -- <br />-- <br />WALL STUD <br />1/ MIN. <br />PROVIDE (4) LTP4 <br />BEAM PER PLAN <br />BLOCK FLOOR <br />DIAPHRAGM EDGES <br />LANDING <br />STRINGERS <br />I k <br />PROVIDE (4) LTP4 <br />EACH SIDE OF <br />BEAM <br />EACH SIDE OF <br />BEAM <br />BEAM PER PLAN <br />(2) 8d TOENAILS <br />(2) 8d TOENAILS <br />2x �\ 2X RIM JOIST <br />UI 111 j <br />EACH SIDE <br />EACH SIDE <br />PER PLAN <br />Al IAl <br />POST PER PLAN <br />(2) STUDS U.N.O. <br />ON PLANS <br />2x BLOCKING P.E.N. PER LOWER WALL <br />I # € r <br />BEAM/HDR @ SIM. <br />EXTERIOR <br />INTERIOR <br />WALL <br />WALL AND CEILING <br />LOWER WALL: <br />(. ��j 4" VERIFY <br />W = WIDTH / <br />�` <br />WALL <br />PER ARCH. <br />BEARING/SHEAR WALL <br />A <br />(3) STRINGERS FOR W<42" <br />PER PLAN AND SCHEDULE <br />(4) STRINGERS FOR 42"<W<48" <br />TYP. TOP <br />PLATE <br />TYP. <br />TOP PLATE <br />SCALE: 3/4" = 1'-0" <br />SCALE: 3/4 = 1'-0" TRUSSES PERPENDICULAR <br />ELEVATION AT WALL SECTION A -A AT WALL <br />11 SPLICE AT FLUSH BEAM <br />12 <br />SPLICE AT DROPPED BEAM <br />13 <br />BEAM TOENA L NG <br />14 CANTILEVER FLOOR JOIST <br />15 <br />TYP. STAIR FRAMING AT WALL <br />UPPER WALL: <br />UPPER WALL: <br />WALL PLATE NAILING PER <br />BEARING/SHEAR WALL <br />WALL PLATE NAILING PER BEARING/SHEAR WALL <br />SCHED. FOR UPPER WALL <br />PER PLAN AND SCHEDULE <br />NOTE: NO WALL ABOVE AT SIM. <br />SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE <br />SEE ARCHITECTURAL <br />FOR ALL FLASHING DETAILS <br />FLOOR NAILING PER <br />P.E.N. PER UPPER WALL <br />CONTINUOUS STRAP <br />FLOOR NAILING PER P.E.N. PER UPPER WALL <br />POST -WRAP PER ARCH. <br />STRUCTURAL NOTES ( <br />DRAG STRUT PER PLAN <br />STRUCTURAL NOTES <br />2X4 RAFTER EA. JOIST <br />P.E.N. PER LOWER WALL== <br />BEAM PER PLAN <br />1 3/4" PSL BLOCKING <br />DIAPHRAGM NAILING <br />2X BLOCKING DIAPHRAGM NAILING <br />— 6X6 POST WITH ABU66 <br />7 7BLO <br />BLOCKING <br />BEAM - ALIGN WITH <br />CENTER OF WOOD POST <br />K FL R <br />DIAPHRAGM EDGES <br />Y!n <br />PER PLAN <br />' <br />AJOIST <br />M« <br />BEAM/HDR @ SIM. <br />JOIST /\ <br />PER PLAN P.E.N. PER LOWER WALL <br />\ <br />( TRIM RE: ARCH. <br />BEAM TO POST W/ EPC <br />�tI Iii <br />\-SIMPSON A35 BLKG. <br />JOIST PER TO TOP PLATE BEYOND <br />PLAN -TYP. SPACING PER <br />SHEARWALL SCHEDULE <br />SOFFIT RE: ARCH. <br />PANEL SHEATING/NAILING <br />TO MATCH LOWER WALL <br />(2) 0.228" DIA. LedgerLok �' POST CAP <br />FASTENERS W/ 2" MIN. <br />CEILING <br />HOLDOWN STRAP PER <br />PLAN <br />SHEARWALL BEYOND <br />SHEAR WALL SCHED. <br />(TYP. <br />NOTES: <br />SEE ALSO DETAIL 7 SHEET A9 <br />CANT'L. JOIST <br />— <br />LOWER WALL <br />WALL AND CEILING BEARING/SHEAR WALL <br />PENETRATION TO RIM AT <br />24" O.C. STAGGEREDfll <br />PER ARCH. <br />PER 13/S1.3 <br />PER ARCH. PER PLAN AND SCHEDULE <br />2X LEDGER <br />NOTE: <br />LedgerLok Fasteners shall <br />be per ICC ESR-1078 <br />SCALE: 3/4" = 1'-0" <br />SCALE: 3/4" = 1'-0" <br />SCALE: 3/4" = 1'-0" <br />JOIST PERPENDICULAR <br />SCALE: 3/4" = 1'-0" JOIST PERPENDICULAR <br />SCALE: 3/4" = 1'-0" <br />m SHEAR WALL <br />TO BEAM <br />17 <br />TYPICAL <br />DRAG STRUT <br />m <br />LOW ROOF <br />lic LOAD TRANSFER DETAIL <br />x <br />TYP. SECTION AT DECK FRMG. <br />w <br />0 <br />co <br />a� <br />a; <br />U <br />Z4� <br />U ^ <br />co w <br />oQ Cc <br />o .-' <br />0 <br />a� �o <br />cc <br />CQ <br />a) <br />W c ^ <br />o N <br />4 <br />Lo <br />to <br />F— <br />o <br />o <br />C14 <br />a <br />U- <br />o <br />00 <br />Lo <br />O <br />0 <br />0 <br />F" <br />O <br />� <br />0. <br />W <br />�G <br />W <br />CC <br />Q <br />m <br />� <br />~ <br />Q <br />Q <br />v <br />w <br />w <br />C7 <br />w <br />z <br />r� <br />`_ <br />r� <br />j <br />a) <br />� <br />n <br />o <br />c� <br />00 <br />O <br />� <br />bA <br />ct <br />U <br />W <br />� <br />ct <br />S900 <br />