5132 27TH AVE W 2021 Plans 2022-12-01

GNIGINfEeRING 250 4TH AVE. S., SUITE 200 NOTE: 2x OR 3x BLOCKING ONLY EDMONDS, WASHINGTON 98020 STAGGER SHEATHING AS IF BLOCKED DIAPHRAGM PHONE (425) 778-8500 SHOWN. (IBC TABLE IS SPECIFIED� a FOR 2x4 STUDS, PROVIDE SINGLE FAX 425 778-5535 2306.3.1, CASE 1 OR 3) ROW OF NAILS STAGGERED EA SIDE FRAMING MEMBERS W/ =It u WITH 1 1/2" EDGE DISTANCE, FOR INTERMEDIATE SPACING PER PLAN 2x6 STUDS, PROVIDE (2) ROWS OF FRAMING MEMBERS . �' ® NAILS SPACED AT 2 1/2" W/ 1 1/2" SHEATHING EDGE DISTANCE PANEL, TYP STAGGER NAILS ON EA SIDE OF PANEL JOINT AS REQUIRED r __f -� __-- „" 9 OC MAX SPACING BETWEEN PER SHEAR WALL SCHED PANEL EDGE NAILING m c ADJACENT NAILS IN A ROW PER SHEAR WALL CONTINUOUS _® ®®_®_®®e-®� ®e ° s SCHEDULE TYP PANEL EDGES Il---��I ADJACENT NAILS IN A _ _ ®�®m®m®_ n_ ®®®______e____®______�__________®___ _®®_®_�--_®_®®_n®___®_-�n_---®--�-,-----rlg1 PANEL EDGE NAILING INTO S I I t__- ROW ARE TO BE DRIVEN FROM _�.,� I 11 if I I I I I HOEDOWN CHORDS TYP OPPOSITE SIDES TYP II II II I II 1I II II II II II II II II I ` e PER PLAN 1 I I I I I I I I I 11 INTERMEDIATE NAILING @ 12 OC tHEADER �A G� 1 I 101 0.131 � x 3 NAILS, TYP p 1 11 l- 11 t I I 1 I f 1 I iI II 7 a �I , I I ! I I FRAMING AT ADJOINII I NG Z111111 SHEATHING PER PLAN AND I ICRIPPLE STUDS PER DO NOT CUT I I I III I I I 1 1® I I 11 ° I I PANEL EDGES PER SHEAR I° ` 1°I WALL SCHE® 1 SHEAR WALL SCHEDULEPLAN° PANEL EDGES o _ _I -_- ®, ��L 1 1® 11 I I I®I 1 - o �- (5) STUDS MAX TO AWAY MATERIAL FROM I I 11 I I I °t I -1 I I I 1 1 1 1 j - I rC BE USED FOR CRIPPLE STUDS I ! I I I I j° I 11 11 11 I I I j j I I I 1 1®I HOEDOWN CHORD PER �� � I � 1 i I� I I�� BUILT-UP COLUMNS � IAh I®I I I I SCHEDULE. REFER TO III 1 I j I I I ®i 11 I I I I I I I III TYPICAL BUILT-UP 091 W 21 FULL -HEIGHT, 11°1 1 I°1 i 11 I I I®I I I I 1®I I®I I®I I°1 I® 11 COLUMN DETAIL 1 HOEDOWN CHORD 11 1 1 t I I I 1 J L___mm_ DETAIL I L I LT III 1 a 11 I � 11 _ I I 1 ®I I I I SCALE: NTS SCALE: 1- 1'®p , 1 I I 1 I i° 1 I® 1 1 11 I I t 1 I I t ° I I°I t I I I I ° I t t ADDITIONAL END STUD 1 I I I I 1 ®I I I I I 1 I t `I IF REQUIRED TO III I I I I I®� 1 I 1 I I I I PROVIDE ®I 1III 1 I I I I I I I I I I I I I `COUNTERSINK FOR I1 t t°I I1 i ®I I®I I I II II II I®I I®I 1°1 1°1 101 HOEDOWN BOLTS TYP DOUBLE 1 1°I 1 11 I I I®1 1 ®I 1 I I I I I 1 I if I I HOEDOWN ANCHORAGE TOP PLATE 1 I I I 1 I I I° 1 I I I I I 1 I I t I I 11 PER PLAN AND SCHEDULE AB W/ SIMPSON BP t 1 1 I I I I I I (2) ROWS OF (R) 0.131"0 x 3" � PL WASHER TYP ' I®I I I I I®I I®1 I I I I®I I I 1°1 1 2" TO SIMPSON CNW COUPLER / NAILS @ 3 OC EA SIDE OF 2 1/4" END 1 I I° I I 1 ®I i 11 I I I I SHEATHED EDGE NUT W/ SIZE TO MATCH SPLICE AND (2) @ 9 OC DISTANCE, TYP Z t®I I I I I I I I I 11 HOEDOWN ANCHORAGE PLATE WASHER ELSEWHERE W/ 1 1/2" EDGE SIMPSON A35 (ONLY - 0 w PT SILL PL PER SHEAR I I 1 1 I I I I I I I PER SHEAR DISTANCE 3„ OC REQUIRED AT EXTERIOR �y WALL SCHED I i I °j 16 A I®I i I I I 11 WALL SCHED SPACING HEADERS GREATER h P® I I I I®I I®I I®I THAN 6' SPAN) L PANEL EDGE I la . . . . . . . . . ® °x NAILING PER SHEAR .. . .� 3" NAILS ui u WALL SCHED 11 I 1 CONTINUE HOEDOWN CHORD a 1 1. a TOP CHORD I I SPLICE AT LOCATIONS WHERE IT IS NOT POSSIBLE BOTTOM TYPICAL STUDS I I I I I I 1 I I TO FOUNDATION TO INSTALL THE SPECIFIED 0.131" O CHORD A ® I 1a �_®_®m oL SPLICE NAILS, THE CONTRACTOR SHALL SPLICE BEAM OR HEADER PER � ®III®I I i� 0 SECTION A -A I INSTALL SIMPSON CS20 STRAPS EA SIDE I PLAN AND NOTES ® � AB SIZE AND SPACING A II 11 OF WALL AT SPLICE. INSTALL EA STRAP CONCRETE FOOTING PER PLAN AND SHEAR 11 I I I( SCALE: 1 1/2" = V-0" W/ (12) 10d AT EA END. WHERE BOTH OR P/T SLAB WALL SCHEDULE, TYP RIM BOARD �� �l PLATES ARE CUT, INSTALL CS20 STRAPS NAILING PER TYP OR BL AT EA PLATE AND EA SIDE OF THE WALL. OCKING / BUILT-UP STUD NOTES: CONCRETE STEM WALL 1. REFER TO STRUCTURAL NOTES FOR c COLUMN DETAIL - 6'-0" MIN BETWEEN SPLICES R1 ADDITIONAL INFORMATION. DESIGN: RMK 2. FOR SHEAR WALLS WHERE NO HOLDOWNS CONCRETE FOOTING SPLICES TO OCCUR AT RIPPLE STUDS PER PLAN ARE SPECIFIED THE FIRST AB SHALL BE AT HOLDOWNS: PROVIDE FULL HT DRAWN: LVW LOCATED NOT MORE THAN V-0" AND NOT —_ CENTER OF VERTICAL STUD HOLDOWN CHORDS PER HD SCHED. AND COLUMN SCHEDULE OR LESS THAN (7) BOLT DIAMETERS FROM. END �) I I�� I I� �I I ��I I h �I I �®III- OTHERWISE: (1) 2x FULL HT STRUCTURAL NOTES CHECK: OF WALL. TOP CHORD SPLICE BOTTOM CHORD SPLICE JOB NO: 21 267.1 0 DATE: 07/21 /21 SCALE: 1° = V-0" nr'A A A nrn n1 AM EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR EDGE NAILING PER PLAN 2x6 STUD @ 2x4 CROSS WALL STRUCTURAL NOTES, TYP AND SHEAR WALL 2x8 STUD @ 2x6 CROSS WALL JOIST DIRECTION SCHEDULE OR I 1 PER PLAN crm er-ri ]®As nonrcc rvn SCALE: 1" = V-0" STUD WALL of vAmi SCALE: 1" = V-0" 2 1/2" 0 MAX HOLE Ld ALLOWABLE DRILL AREA 1/3 DEPTH Li o� MIDDLE 1/3 MIN 1/3 DEPTH uj 0 Do in Of