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HomeMy WebLinkAboutS1.5TypicalDetails_07222021DETAIL NOT USED SCALE: 3/4" = 1'-0"1 SCALE: 3/4" = 1'-0"11 SEE PLAN OR SCHED. FOR POST SIZE. NAIL SHEATHING TO POST PER EDGE NAILING REQ'TS (2-2x STUDS MIN.) DBL. TOP PLATE PLYWOOD FLOOR SHEATHINGBOT. PLATE STUDS, REF. PLAN FLOOR TO FLOOR STRAP SEE SW PLAN FOR TYPE & LOCATION, TYP. END LENGTH NAIL BUILT-UP POST TOGETHER w/ 16d NAILS @ 8" OC STAGGERED, TYP TYPICAL FLOOR TO FLOOR SHEAR WALL STRAP SCALE: 3/4" = 1'-0"3 SCALE: 3/4" = 1'-0"8 TYPICAL FLOOR & ROOF SHEATHING SCALE: 3/4" = 1'-0"4 FIELD NAILING @ INTERMEDIATE SUPPORTS 2x BLKG. @ PANEL EDGES AS REQ. EDGE NAILING -ALL EDGES, ALL SHEETS -SEE SCHEDULE (2) STUDS SHEATHING -SEE SHEAR WALL SCHEDULE FND. WALL -SEE PLAN NOTES: 1. MIN. EDGE DISTANCE FOR NAILS SHALL BE 3/8". 2. MIN. SHEATHING SHEET SIZE SHALL BE 2'-0"x4'-0". 3. NAILS SHALL NOT BE OVERDRIVEN. 4. NAILS SHALL BE COMMON WIRE TYPE OR APPROVED EQUAL. 2x BLKG. @ ALL PANEL EDGES @ BLK'D. PLYWD. DIAPHRAGMS WHEN REQ'D -SEE PLAN FIELD NAILING @ INTERMEDIATE SUPPORTS EDGE NAILING -ALL SUPPORTED PANEL EDGES & DIAPHRAGM PERIMETER PLYWOOD SHTG. LAYOUT INTERMEDIATE SUPPORTS (TRUSSES OR FLOOR JOISTS) ANCHOR BOLT REF PLAN FOR SCHEDULE 'SIMPSON' HOLDOWN w/ SDS SCREWS PER MFR. -SEE PLAN (LAG BOLTS NOT ACCEPTABLE) SILL PLATE -SEE PLAN SEE PLAN OR SCHED. FOR POST SIZE. NAIL SHEATHING TO POST PER EDGE NAILING REQ'TS (2-2x STUDS MIN.) 1. MIN. EDGE DISTANCE FOR NAILS SHALL BE 3/8". 2. MIN. SHEATHING SHEET SIZE SHALL BE 2'-0"x4'-0". NOTES: SILL BOLTS SEE SCHEDULE 5" MIN. 9" MAX. SECTION A-A A A 2 3/4" EMBED, REF SCHED TYPICAL SHEAR WALL HOLDOWN TO FND WALL TYPICAL SHEAR WALL W/O OPENING TYPICAL SHEAR WALL HOLDOWN FLOOR TO FND WALL SCALE: 3/4" = 1'-0"2 WITH OR WITHOUT HOLDOWN STRAP STUD WALL AND SHTG, REF PLAN EN 16d NAILS PER SW SCHED (SILL ATTACHMENT) EN ADD'L STUD WHEN REQ'D FOR STRAP HOLDOWN STRAP CONT. WALL PER PLAN HDU HOLDOWNS STUD WALL AND SHTG, REF PLAN EN 16d NAILS PER SW SCHED (SILL ATTACHMENT) EN CONT. WALL PER PLAN HOLDOWN SHEAR WALL END POST GIRDER TRUSS DOUBLE TOP PLATE FRAMED WALL ROOF TRUSS SIMPSON DSC2-SDS3. GANG 2X TO TRUSS AS REQ'D (3FT MIN W/ (2) SIMPSON SDS25300 @ 6" OC) SCALE: 3/4" = 1'-0"9 SHEAR WALL INTERSECTION SCALE: 3/4" = 1'-0"10 DRAG TRUSS CONNECTION TO TOP PLATE FND. WALL -SEE PLAN ANCHOR BOLT REF PLAN FOR SCHEDULE SECTION A-A A 2 3/4" 'SIMPSON' HOLDOWN w/ SDS SCREWS PER MFR. -SEE PLAN (LAG BOLTS NOT ACCEPTABLE) SILL PLATE -SEE PLAN SEE PLAN OR SCHED. FOR POST SIZE. NAIL SHEATHING TO POST PER EDGE NAILING REQ'TS (2-2x STUDS MIN.) A PLYWOOD FLOOR SHEATHING COUPLER 5/8" THREADED ROD FLOOR JOIST SEE PLAN DBL STUD IN SIP PANEL WALL 8d NAILS @ 6" OC EACH SIDE FIELD INSTALL PANEL BOTTOM PLATE W/ 16d NAILS @ 12" OC P.T. FULL WIDTH 2x SILL PLATE 'SIMPSON' HTC4 @ 16" OC REF. PLAN ROOF DRAG TRUSS, ALIGN w/ SHEAR WALL DOUBLE TOP PLATE FRAMED SHEAR WALL ROOF TRUSS CONDITION 2x6 BLOCKING ROOF TRUSS CONT. SIMPSON STRAP, REF. PLAN ROOF SHEATHING ELEVATION SIMPSON STRAP, REF. PLAN FLOOR SHEATHING ELEVATION BCI FLOOR JOIST ALIGN w/ WALL BELOW STUD WALL2x BLKG @ JOIST WEB STRAP LOCATION . . www.lpwarchitecture.com PHONE | 406.771.0770 15 FIFTH ST. SOUTH GREAT FALLS | MT 59401 SHEET NUMBER: PROJECT NUMBER: DATE: CHECKED BY: DRAWN BY: THIS DRAWING IS THE PROPERTY OF THE ARCHITECT. IT HAS BEEN PREPARED SPECIFICALLY FOR THIS SITE AND IS NOT TO BE USED FOR ANY OTHER PURPOSE, LOCATION, OR OWNER WITHOUT WRITTEN CONSENT OF THE ARCHITECT. © 2018 L'HEUREUX, PAGE, WERNER, PC No.Date Submittal Schedule Submittal TOWNHOME APARTMENTS7/14/2021 9:32:06 AMS1.5 21-01-135 BP TLTYPICAL DETAILSTRADITIONS SUBDIVISION7/6/2021 3/4" = 1'-0" FRAMING CONNECTION TO SHEAR WALL6 3/4" = 1'-0" ROOF DRAG STRAP73/4" = 1'-0" FLOOR DRAG STRAP5 Revision Schedule No. Revision Date 7/15/2021 STRUCTURAL ONLY