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2x BLKG. <br /> ®24' O.C. MAX. <br /> A35 <br /> 2-2x E.N. BEAM OR HEADER <br /> PLYWOOD PANEL, 4-16d W <br /> EDGE NAILING(E.N.) FACE GRAIN PLYWOOD DTC EA. FRAMING MEMBER SPLICE: L>4'-0" <br /> AT BOUNDARIES& II II II TYP. (OR BLK'G.) MIN.24-16d PER SPLICE U QI <br /> I I 1 1 I I I 11 16d ®12"O.C. ADDITIONAL STUDS 16d AT 8"O.C.AT 8'-0" � 1 <br /> CONT. PANEL EDGES - 3-16d IF REQ'D. LONG SPDCE) 1--1I <br /> - STAGGER PANEL EA. END FRAMING MEMBER <br /> EDGE NAILING ~ EI- 1.1 I I I JOINTS, TYPICAL. ° <br /> II II II II II II I 2-2x <br /> (E.N.) ®ALL ';I I'I I I I I I I A35—' TOP PLATES <br /> PANEL EDGES I•I n a° INTERNAIL STUDS <br /> -_ -_ _-_ --_ - _-_ r.>c� BEARING STUDS W 16d ®12"O.C. 2X STUD IMMEDIATELY <br /> I.I I OR POST STAGGERED BELOW SPLICE,TYP. <br /> I II II II II II I JOIST OR TRUSS, TYP. 16d ®12"O.C. FOR PARTITION WALL \./ O <br /> I I'I I I I I I I I I I BLOCKING AT TYP. o INTERSECTION DETAILS 2X STUD AT 16"O.C. <br /> II I I ^ �A35 b HEA �7 <br /> -- -- - - -- -- - - -- PANEL EDGES 1 �STUD � &STUD CONFIGURATIONS f-� <br /> WHERE OCCURS. OO Cps/ NFIGURATION SEE O (2)MSTA36 AT W {--� O W 0 a SPLICE: L 5 4'-0" MSTA36, t2X <br /> NOTCHED PLATES � a �ON N O <br /> SEE 2 U.O.N. USE (2)-2x FOR <br /> o OPENI'G>3'-0". <br /> 12" FIELD NAILING (F.N.) 8 N® SEE ARCH. FOR WALL 4) a A `'W <br /> NOTES: USE 1-2x FOR <br /> AT ALL INTERMEDIATE SUPPORTS. OPEN G<3'-0" rr� Q cn <br /> 1. 2x SILL PLATE AT PARTITION FINISHES KING STUDS `J <br /> MAY BE FASTENED TO CONC. 2x SILL U Ex-r�T O <br /> SLAB WITH 1/4"0 POWDER- Tl'P. IL ADDITIONAL STUDS M W a <br /> Lz <br /> NOTES. ACTUATED FASTENERS®2'-8"O.C., IF REQ'D. E E <br /> 2x SILL, TYP. A35 <br /> 1. USE 10d COMMON NAILS AT FLOORS; 8d COMMON NAILS AT ROOFS. PENETRATING 1 1/2" INTO W/5/8"0 A.B.'S OCCUR WHERE 1; IF <br /> �J NDE <br /> 2.GLUE PLYWOOD TO FLOOR FRAMING MEMBERS PRIOR TO NAILING. CONCRETE AND SHALL BE INSTALLED ®4'-0" O.C. MAX. STUD <br /> 3.MINIMUM PLYWOOD WIDTH IS 24". PER ICBO REPORT. WASHERS SHALL lk6 <br /> SEE NOTE. T.O. <br /> 4. SEE GENERAL NOTES FOR PLYWOOD THICKNESS&GRADE. BE 1 1/2"0x14 GA. POWDER- <br /> ACTUATED FASTENERS SHALL `�` SLAB <br /> NOT BE PERMITTED THRU 3x M? `' O BASE <br /> SILLS AT BEARING AND SHEAR AT WINDOW OPENING AT DOOR OPENING GEORG <br /> WALLS, NOR IN CONC. CURBS. PARTITION PARALLEL PARTITION PERPENDICULAR �j F <br /> 2. SEE PLAN FOR HEADER SCHEDULE TO JOISTS TO JOISTS <br /> v O�pF�'�'ASyiti�'OG <br /> rl-'� PLYWOOD SHEATHING AT NON-STRUCTURAL PARTITION WALL OPENING rl0 TYPICAL TOP PLATE SPLICE Y Z;n <br /> S- ROOF AND FLOORS S- S- S- �o. 5326 `: a <br /> �c�S RFc/STEP-r 0 <br /> S/ONA L ECG <br /> CL SYMM. <br /> 1/8" GAP <br /> 16d ®6"O.C. 11/30/2023 <br /> E.N. 3/8" MIN. EDGE DISTANCE, TYP. <br /> PLYWOOD TYP. 4x6 POST <br /> HD SEE Air16d ®6"O.C. PER PLAN <br /> PLAN <br /> BLOCKING AND <br /> L+� JOIST NOT SHOWN <br /> - �+ FOR CLARITY <br /> HD FLUSH BEAM OPTIONAL ST6236 <br /> 4x6 POST SEE PLAN ON TOP <br /> SOLID 2X BLK'G FRAMING MEMBER PER PLAN ST6224 STRAP RAISED BEAM <br /> BLK'G PLYWOOD SHEATHING U.O.N. FACE OF WALL AS OCCURS <br /> WHERE NOTED NO FLAT BLK'G WHERE WHERE OCCURS <br /> OR AS ALTERNATE NOTED W/2-10d TOENAILS &END OF BEAM <br /> TO FLAT BLK'G. EA. SIDE, EA. END O �1 TOP PLATES I BREAK TOP <br /> /1 JOINT PERPENDICULAR TO FRAMING MEMBER EQUAL EQUAL OF WALL (2)MSTA36 PLATES AT <br /> „ HD SEE PER DETOTHERSTRAPS r 1 BEAM <br /> HD SEE <br /> IL <br /> PLAN PLAN <br /> 4x6 POST A FLUSH BEAM <br /> SYMM. E.N. 16d 0 <br /> 6"O.C. L+� PER PLAN +� PER POST EQUAL EQUAL <br /> SEE DETAIL OA FOR _ _ ST6224 STRAP <br /> FOR NOTES NOT SHOWN PLYWOOD TYP. E:� U.O.N. <br /> Z (n <br /> TOP PLATES DROPPED 2X STUDS <br /> O <br /> OF WALL BEAM <br /> BEAM OR PER OTHER W <br /> V-Ll6d ®6"O.C. HEADER U a_DETAIL <br /> PLYWOOD, WHERE OCCURS POST BELOW BEAM <br /> FRAMING MEMBER N 0 <br /> FRAMING MEMBER �, <br /> a FULL HEIGHT STUDS Z O <br /> EACH SIDE OF POST 0 <br /> �\JOINT PARALLEL TO FRAMING MEMBER NOTE: ALL NAILING SHOWN TO BE PLYWOOD O W/16d AT 6"O.C. r7 <br /> DROPPED BEAM <br /> SHEAR WALL E.N., (U.O.N.) B (/7 N <br /> bi O <br /> W N <br /> � O <br /> _ 2 PLYWOOD NAILING SHEAR WALL INTERSECTIONS ('8-� TYPICAL SHEAR COLLECTOR STRAP 11 _ TYPICAL TOP PLATE SPLICE AT < <br /> S- S- - BEAM CONNECTION Z <br /> o Q z <br /> 12" PARTIAL SHEET AT STAGGER HORIZ. PANEL JOINTS, TYP. <br /> OR USE FULL HEIGHT SHEETS <br /> EDGE NAIL TO MIN. WALL END ONLY WHERE POSSIBLE <br /> TOP PLATES <br /> STAGGER NAILS Z o <br /> W w <br /> 6'-0" MAX. FRAMING MEMBER WITH <br /> "HU" JOIST HANGER I I I I I I I u <br /> TYPICAL FULL SIZE W <br /> PLYWOOD SHEET <br /> TYP. U.O.N. I I I I I I <br /> BLK'G. AT PANEL <br /> L J L J L J MST48 STRAP TYPICAL I I I I EDGES SAME SIZE AS W c h <br /> II PANEL EDGE STUD <br /> DOUBLE FRAMING MEMBERS FIELD NAILING + BEAM PER PLAN CONTINUOUS BEAM <br /> POST AT HD I I I C <br /> U.O.N. I ®12" O.C. COLUMN CAP <br /> 1I II I II ROTATE STRAP TO ROTATE STRAPS <br /> OPN'G, SEE ARC EDGE NAIL TO I I EDGE NAIL AT HIDE IN FINISH AS REQ'D. TO CONCEAL <br /> MECH, &/OR ELECT. HOLD DOWN I I I I I PANEL EDGES BOLTS IN WALL, TYP. <br /> DWGS. U.O.N. POST 1 <br /> ANCHOR BOLTS 11 I I I I I I 1',,-TYP. STUDS 6x POST, U.O.N. <br /> L/ \J 3x BLOCK SEE SCHEDULE II I I I POST END CAP POST CAP <br /> AT MST TYPICAL PLYWOOD FACE GRAIN O b N wj <br /> PARALLEL TO STUD <br /> EDGE NAIL — —— I POST (� 0 <br /> F- -1 7 -1 r HU OR HU-2 AT EA. END TO SILL I I I EDGE NAIL TO A35 EA. SIDE. W <br /> TYPICAL L.L— —ll— SILL PLATE (USE A35F AT <br /> DOUBLE HEADER JOIST '� ° .. SILL PLATE NAILING DOOR OPENING.) <br /> FOR W>4'-O" U.O.N. ? SILL <br /> ° A35 ~ <br /> TYPICAL FRAMING MEMBER 10" MIN. SEE SCHED. J W <br /> EMBED <br /> O <br /> CONCRETE WOOD FLOOR <br /> FLOOR CONDITION CONDITION r v1 POST BASE a <br /> DWG. _� <br /> 3 OPENING IN FRAME 6 SHEAR WALL FRAMING ELEVATION 9 BEAM AND POST CONNECTION NO.: S <br /> S- S- S- -- <br /> CITY OF EVERETT SCALE: N.T.S. <br /> REVIEWED FOR PERMIT <br /> DATE: I NOV 20,2023 <br />