3310 NASSAU ST 2022 Plans 2022-11-28

HEADER PER PLAN —/ I I ! I I I I I I I I I I I I I Ivl I®I I®I I®I I®I I®I I °I CRIPPLE STUDS PER PLAN; DO NOT CUT I®I I 11 i I I I I FRAMING AT ADJOINING I I I I® AWAY MATERIAL FROM I I 1 1 I I i t I I I I PANEL EDGES PER SHEAR I I CRIPPLE STUDS IIII I°I I®I I I° I®I WALL SCHED l® I I I I I®I I LI i i r e I I I I I I II II I II II III FULL -HEIGHT I I®1I I I I I I I I 11 I I I I I I I I I I ®I I II II HOLDOWN CHORD IIII I°1 I°I I I I®I I®I ICI I®I I®I I II IIII I I I I I I I I ° ° -f®�_' i I IIII ICI I®I I I I°I I®I I®I I®I II°11 II II I®I II II II II II IIII 11 II 1®®I II II II II it®II Ij II I I II II II II ® II 11�1 I I�i I®I I° I I®1 101 CONCRETE FOOTING j '1'® `j'f-r- ""m6° 'r'%� nmu 11 11 (r OR P/T SLAB ®/ PER PLAN AND SHEAR WALL SCHEDULE, TYP RIM BOARD ®® OR BLOCKING PANEL EDGE NAILING PER SHEAR WALL SCHEDULE, TYP PANEL EDGE NAILING INTO HOLDOWN CHORDS, TYP INTERMEDIATE NAILING @ 12" OC SHEATHING PER PLAN AND SHEAR WALL SCHEDULE HOLDOWN CHORD PER SCHEDULE. REFER TO TYPICAL BUILT-UP COLUMN DETAIL PLATE WASHER PER SHEAR WALL SCHED 1/2" TO SHEATHED EDGE PANEL EDGE NAILING PER SHEAR WALL SCHED I I II II ADDITIONAL END STUD I I 010 IF REQUIRED TO I I PROVIDE COUNTERSINK FOR HOLDOWN BOLTS SECTION A®A HOLDOWN ANCHORAGE SCALE: 11/2" - V-0" PER PLAN AND SCHEDULE SIMPSON CNW COUPLER NUT W/ SIZE TO MATCH HOLDOWN ANCHORAGE CONTINUE HOLDOWN CHORD TO FOUNDATION e CONCRETE STEM WALL CONCRETE FOOTING EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR EDGE NAILING PER PLAN 2x6 STUD @ 2x4 CROSS WALL STUD WALL PER SILL PL AND AB DIA STRUCTURAL NOTES, TYP AND SHEAR WALL 2x8 STUD @ 2x6 CROSS WALL FRAMING PLAN NOTES AND SPACING PER SCHEDULE OR SHEAR WALL SCHED 0.131110 x 3" STRUCTURAL NOTES, TYP NAILS � 9" OC SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHEDULE SLAB ON GRADE AND FOUNDATION PLAN PAVING OR FINISHED GRADE PER ARCH (2) ROWS OF 0.131" 0 x 3" EDGE NAILING PER PLAN AND DRAWINGS X X NAILS @ 9" OC SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP 620 a0 50. gyp® 00 jo 00® 069. 60 ®®� STUD WALL PER 0.131" 0 x 3" If 0 ® ° 0clo- 0- ®00.o FRAMING PLAN NAILS @ 9" OC NOTES, TYP 00000 � O STUD WALL PER FRAMING 0 00 PLAN NOTES, TYP 0° 0 00. SHEATHING (OR GWB) AND ®� 0®® NAILING PER PLAN AND SHEAR SHEATHING (OR GWB) AND ®� ` — — — — WALL SCHEDULE OR NAILING PER PLAN AND SHEAR 0 0 STRUCTURAL NOTES, TYP WALL SCHEDULE OR STRUCTURAL NOTES, TYP FOOTING DRAIN PER ARCH �1 FOUNDATION A. CORNER INTERSECTION B.'T' INTERSECTION o PER ARCH L I I I I L STEM L DETAIL SCALE: 1" ® V-0" SCALE: 1" =1'-0" SCALE: NTS SCALE: 1" = V-0" NOTE: WHERE CONCRETE WALL WITH RR MAY EXTENDWALL WASHER W0100 1NO FRAMING MEMBERS SPACINGPER r: MR 2 1/4" END DISTANCE, TYP MST27 STRAPS, TYP . . HEADER PER PLAN II I ®1 I I PER PLAN of I I 1/2" STRUCTURAL al I I SHEATHING W/ 10d NAILS @ 2" OC AT ALL EDGES 3. 3 e®® ® ® al I I sl I I f al I 1 ®I I I l IF-McfaM SCALE. 1/2" = 1'-®" !. EA SIDE OF SPLICE r ELSEWHERE W/ 11/2" r:::. DI STANCE 3" OC SPACING m I plam. 04/ 14/ 22 4 }. i DTR DRAWN: Ccc CHECK:DESIGN: G __ JOB : 22102.1 131 DATE: 04/14/224,11 lug 3 E _1