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HomeMy WebLinkAbout2495-472x SOLIDPLYWOOD PANELS BLOCKING SHALL BE STAGG RED U.N.O .--\ � w 3x (MIN.) POST AT HOLDDOWN ANCHOR AND 2x TRIMMER 2xSTUDS II II II_�-II ij �.j j DRYPACK AT 16" II II II II II I i SEE (6 II II II I II 1 IIAj II II it II FIN.FLR. -� HOLDOWN ANCHOR SILL BOLTS (WHERE OCCURS) SILL R. SEE(__5 SEE PLAN AND/OR ��.2 '�0 WALL ELEVATIONS. MAX 1Q EDGE NAILING (E.N.) AT ALL EDGES OF PLYWOOD SHEETS - SEE SCHEDULE MINIMUM EDGE DISTANCE FOR NAILS SHALL BE 3/$". ( FIELD NAILING AT 12" SAME SIZE AS E.N. Q SEE PLAN FOR LOCATION OF PLYWOOD SHEATHING. FACE GRAIN MAY BE HORIZONTAL OR VERTICAL. © WHERE TROWELED SURFACE IS LEVEL (1/g" MAX. IN 10'-0" ) DRYPACK SHALL NOT BE REQUIRED. PLYWOOD SHEATHING -WALLS PLYWD SHTG nrr- Ml AAI SIMPSON A34 ANCH. WHERE SHOWN TYP SILL ITS SEE SECTS. & DEI rt- A „ n1--1- PLAN ROOF OR FLOOR J STS SEE PLAN '.-2X CONT. 'LS '. X STUDS 16" 'OST SIZE 3EE PLAN )R DBL STUDS VHERE POST NOT "HOWN POST AND BEAM IN STUD WALL PLYWOOD. SEE SHEARWALL SCHEDULE �- 2x TRIMMER PLYWOOD EDGE NAILING 2x O � SEE PLANS FOR o STUD SIZE (4x MIN.) 'SIMPSON' HOLDOWN. FOR TYPE SEE PLANS END CONDITION CORNER CONDITION N rn 0 NOTE: TO BE READ WITH TYPICAL ELEVATION OF HOLDOWN AT CONCRETE FLOOR. TYPICAL PLAN I N M N HOEDOWN AT CONCRETE FLOOR PLYWD SHT(' CUC- DI n Ki SIMPSON A34 ANCH. T & B TYF 3--16d EA. SIDE OF B WD BEAM, -- PLAN. 2X STUD EA SIDE OF POST 16d @ 12" S TYPICAL 'AG' d 1. INSTALL 1x6 DIAGONAL LET -IN BRACE AT 25'-0" AND AT EA. END IN ALL WALLS NOT PLYWOOD SHEATHED. MAX. SLOPE OF DIAGONAL SHALL BE J1 I I IL MAX. IN 10'-0") DRYPACK IS NOT REQUIRED ROOF OR FLOOR JOIST SEE PLAN -2X CONT. LS 2X STUDS 16" DST SIZE oEE PLAN SILL R. SEE SECTS. & DET. 91 POST AND BEAM IN STUD WALL 4X MIN. HOLES 1/32" OVERSIZE SIMPSON HOLDOWN ANCHOR SEE SHEAR PANEL SCHEDULE OR PLAN ANCHOR BOLT SEE SCHED. COUNTERBORE BOLTS WHERE FLUSH SURFACE IS REQ'D. FOR BOLT SIZE SEE SCHED. 3" MIN. 10 1 STUD ANCHOR AT FLOOR DBL. TOP PLATE 2XBLK'G@ MID -HEIGHT OR 8'- C MAX. 7 S1.2 2x PRESSURE TREATED D.F. SILL -� 1" DRYPACK SEE NOTE # 2 FRAMING CLIP MIN. PL SPLICE/SIMPSON 'A35' 4'-0" (A34 AT 2x4) W/ 6-16d 3 I - I 2-164/ >_I pl � I I i LINTEL PER PLAN I I OR SCHEDULE II I I I 16d AT 12" STAGGERED I I I'll DBL. STUD WHEN OPENING I I I EXCEEDS 4'-0" JACK STUD (PROVIDE 2 JACK STUDS AT OPENINGS OVER 6'-0" WIDE ) 5" MIN. MIN. SILL BOLTS 14_9' MAX. 5/8" X 12" AT 4'-0" 61 STUD WALL FRAMING FnrF NAILING TYP SCHEDULE 1 PLYWOOD SHEATHING SEE SCHEDULF OR . WALL ELEVATI CORNER NOTE: ALL STUDS 2"THK U.N.O. INTERIOR 7 WALL INTERSECTION FRAMING SEE NAILING V SCHEDULE-TYP. I v 1 I 7I I I i I BLOCKING AT 41-0" I I W/2 -16d EACH SIDE i 1 WALL COVERING MATERIAL. SEE ARCH. DWG'S I 1 I I I I � I I TYPICAL PLAN OF STUD 81 LAYOUT AT WALL INTERSECTIONS NOTES: d 1. INSTALL 1x6 DIAGONAL LET -IN BRACE AT 25'-0" AND AT EA. END IN ALL WALLS NOT PLYWOOD SHEATHED. MAX. SLOPE OF DIAGONAL SHALL BE TWO VERTICAL TO ONE HORIZONTAL. 2. WHERE TROWELED SURFACE IS LEVEL (/8" MAX. IN 10'-0") DRYPACK IS NOT REQUIRED EXCEPT FOR SILLS UNDER BEARING, EXTERIOR OR SHEAR WALLS. C LINTEL SCHEDULE d SPAN 5 1/2" UP TO 6'-0" 7 1/4,► 6'- 0" TO 8'-0" 9 8'--0" TO 10'-0" X, WIDTH SAME AS POST OR STUD WIDTH. MARK SIMPSON MODEL NO. BASE (ROD) POST (BOLT) LENGTH "L" A HD 2A W) 2-5/8" 12" B HID 5A 3/q" 2- 3/4' 14" C HD 6A 7/8" 2-7/9) 16" D HD 8A 7/8" 3-7/9' 16" E HD 10A 7/8" 4-7/8" 16" F HD 14A 1" 4-1 1 16" B.N. AT 4x POST MIN. H.D. ---, I_ WASHER--, SILL It THREADED ROD PER SCHEDULE REFER TO PLANS HOLDOWN ANCHOR LOCATIONS. BOTT. OF FTG. 41 HOEDOWN ANCHOR NA TC W/ 3X BLK'G AS REQ'D. -WASHERS 7 BOLT DIA. MIN FIN. FLR. WHERE OCCURS EMBEDMENT PER SCHED. U c ° o W° 0 Q V 2 c� o� STRAP (P. U.N.O. p. � Q! 5 ( TYP. LINTEL TO EXT. WALL CONN. DET. � 3 � QWG. N0. 2495, SHEET 47 of 69 AS BUILT 10/19/98 O � o N L O ' ca v M Drawn by Print Dotes 10/2 1, Checked by Dote Job Number 96010 Sheet S-1.3 5 ( TYP. LINTEL TO EXT. WALL CONN. DET. � 3 � QWG. N0. 2495, SHEET 47 of 69 AS BUILT 10/19/98