2122 106TH ST SW 2025-03-12 - Laserfiche WebLink

ECC066-SDS U I 83 Y C616 X 50'-m' NAIL TOP OF FLUSH BEAM,—/ (2) 2XI2 JOISTS AND BLOCKING OVER WALL D 2XI2 . I6' O.C. 2 83 6 l 0� S Ga' �0 3 -dY ,I �vsi ,XI2 FLUSH y 1X6 . 12' O.0 . X D m BALLOON FRAME TYR BALLOON FRAME iYP. 4 PLC -_ - - - - �ti+br_ 4XI2 --- I_ LVL 3 XllliV FLUSH l �h 4XI2 _I ,lh _4XI2_ _ CJJ ___ 1 `h FACE OF WALL #!D BEAM _ —47 CS16 X 50 F7 CONT. STRAP NAIL TO SIDE OF FLUSH BE 5 AND 3X6 BLOCKING IN BALLOON FRAME � I al y r CSI6 X 32'-3' NAIL TOP OF FLUSH AM YI I AND BLOCKING OVER WALL HGUS550A0� 20 (2) 2XI2 LVL 514XIII/4 FLUSH -_-__-- ----- —=- v --� .._ ._7---77 7 - �— - !, /1 (2) 2XI2 _ t• F LLI v I I ITT IJ I I I I I I I I 77 I I ..1�., I I !2) 2X@ SHEAR WALL ARIES TYP g M6TC6653 53 18 LVL 34�XIII4 FLUSH Il V C61632'-3'NAIL TOP AND BL ING O W ,.. C9 3S'-3' TS (2 12 JOISTS C UPPER FLOOR FRAMING PLAN DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. LEG ENID INDICATES 6X6, 4X4, OR (X) 2X Bll. POSTE f INDICATES SPECIAL BEAM MARK NUMBER PER PLAN AND STRUCTURAL 22 6X10 h h ORIGINATING AT THIS LEVEL AND __ _ CALCULATIONS. SEE WALL ELEVATION ON -- -- ---- I' 51 FOR FRAMING REQUIREMENTS. - - SUPPORTING POINT LOADS FROM ABOVE. INDICATES 6X6, 4X4, OR (X) 2X BUN. POSTS INDICATES WALL BELOW }b i" h b------- ORIGINATING AT LOWER LEVEL AND INDICATES WALL AT THIS LEVEL. BIM. PER PLAN SUPPORTING POINT LOADS FROM THUS LEVEL AND ABOVE. ��- INDICATES SPECIAL P05i/5EAM CAP PER INDICATES V TNG PLYWOOD - PLAN OR GENERAL NOTES. NAIL WITH 86 • 6' O.C. EDGES AND FLUSH INDICATES TOP OF BEAM AND JOIST FLUSH. Sd m 10' O.C. AT INTERMEDIATE FRAMING nr nr nr 7r INDICATES JOISTS OR MEMBERS SAWNJOIST UMANUFACTURED PPORTED BYMFACE MOUNTED SIMI-SON HANGER INDICATES SHEAR WALLS THIS LEVEL. SEE SHEAR WALL SCHEDULE AND ELEVATION. INDICATES WALL STRAPS PER SHEAR WALL SCHEDULE AND PLAN. 6 O LVL 3Uv S �, 1_ T7 _7 _ _- - TYP (2) 2XI2 a SHEAR WALL BOUNDARIES I I II I I I I I I I II I 212.1 'O . a I I II I I I I I I I II I I — �CFACE OF WALL AND BEAM O L I (2) 2XI2 BLOCKING OVER WALL I LV 5Ul Ilh4 FlLaN II .III I� I I r._._._._._._._. I l FLU6HI AM iw:mi= m Lz -- ---- --\Ir- 1 1 1 el "AM OF _ I /I Ih II I I I \�I � IC I 'O I 4X12_ ECCQ66-SDS / I 1515X21 I UPSET (2) 2XI2 BELOW SHEAR WALL .�/' BOT. OF BEAM ON PLATE— I -I I I II X lj y XI s _I la s'I - - - n -- j, 1 I e 10 _ TOP OF BEAM AT PLATE `� 53 I I DMNGU56YSD5 I I 51gX194� GL - I I I _..__ I b� I GIRDE TRUSS I I -I v II 1 5 II I II 1 - y I II I t___ I _ L 4X8 21'-0' TOP OF BENT AT PLATE T I -608 FLOOR FRAMING NOTES: I. ALL EXTERIOR HEADERS SHALL BE 6XIm DF-2 UNLESS NOTED OTHERWISE ON PLAN. ALL INTERIOR HEADERS SHALL BE 4)(10 DM UNLESS NOTED OTHERWISE. 2. ALL EXTERIOR WALL STUDS SHALL BE 2X6 HEM -FIR "2 5PACED AT 16' O.C. UNLESS NOTED OTHERWISE ON PLAN. ALL INTERIOR WALL STUDS SHALL BE 2X4 HEM FIR "2 SPACED AT W' O.C. UNLESS NOTED OTHERWISE. 3. FOR TYPICAL WALL FRAMING OR SHEAR WALL FRAMING SEE ELEVATION ON SHEET 51. 4. PROVDE SOLID BLOCKING BELOW BEARING WALL OR SHEAR WALL PERPENDICULAR TO JOISTS, NAIL SOLE WALL SOLE PLATE TO BLOCKING PER SHEAR WALL SCHEDULE OR NOTE S. OR SHEAR WALL SCHEDULE NOTES. 5. PROVDE DOUBLE JOISTS OR BEAM (PER PLAN) BELOW SHEAR WALL PARALLEL 70 TO JOISTS. NAIL WALL SOLE PLATE TO JOISTS OR BEAM PER SHEAR WALL SCHEDULE OR NOTE 10. OF SHEAR WALL SCHEDULE NOTES. 6. PROVIDE JOIST BRIDGING PER JOIST MFR'S RECOMMENDATIONS. 1. PROVIDE SOLID 2X OR LVL RIM JOIST AT EXTERIOR WALL PER DETAIL AND FLAN. NAIL WALL 60LE PLATE TO RIM WITH PER SHEAR WALL SCHEDULE OR NOTE 10. OF SHEAR WALL SCHEDULE NOTES. S. FOR JOIST COMNECTION TO FLUSH OR UPSET BEAM ON ONE OR TWO SIDES, SEE DETAIL N 1/51 0 * FOR SOLID POST OR BUILT UP 2X POST BEARING ON EXTERIOR OR INTERIOR WALL, d SEE DETAIL 3/61. 10. NAIL JOISTS TO BEARING WALL TOP PLATES OR TOP OF BEAM WITH (2)10d TOE NAIL EACH SIDE. 11. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. ANY FIELD CUTS, NOTCHES, OR DRILLED HOLES SHALL BE RE -TREATED WITH AWPAM4. 12, ALL FASTENERS 1 HARDWARE IN PRESSURE TREATED WOOD OR FIRE -RETARDANT WOOD SHALL BE 'ZMAXYGI85 HDG PER ASTM A653). COORDINATION OF CONSMICTION, INCLUDING VERIFICATION OF DNMIONS 4 FIELD CONDITIONS, 16 THE FMSPCNS151LITY OF THE CONTRACTOR ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIG14 TEAM PRIOR TO CONSTRUCTION. BLOCK ALL UNSUPPORTED PANEL EDGES THIS AREA NAIL WITH 8d s 6' O.C. EDGES AND 8d • 6' O.C. FIELD SHEAR UJALL SCHEDULE NOTES (UFFER FLOOR): I. SHEAR WALLS NOTED IN SCHEDULE ARE WALLS WITH ADDITIONAL EDGE NAILING, ABUTTING HORIZONTAL AND VERTICAL EDGE FRAMING, AND ANCHOR BOLT SPACING. FIELD NAIL SIZE NALL MATCH THE EDGE FRAMING SPECIFIED AND BE SPACED AT 12' O.C. SHEAR NAILING APPLIES i0 ALL VERTICAL AND HORIZONTAL ABUTTING SHTG. EDGES, DOUBLE TOP PLATES, AND SOLE PLATES. 2. ALL EXTERIOR WALL5 NOT SPECIFIED IN SHEAR WALL SCHEDULE, SHALL BE DESIGNATED AS MINIMUM SHEAR PANELS WITH EDGE NAIL SIZE MATCHING SPECIFIED NAILS IN SCHEDULE AND SPACED AT 6' O.C. FIELD NAIL SPACING SHALL BE 12, O.C. 3. SHEATHING SHALL BE 1/16' 08B UNLESS SPECIFIED 15/32' STRUCTURAL M IN SCHEDULE. 4. EXTERIOR SHEAR WALL FRAMING SHALL BE 2X6 HEM FIR 7 UNLESS NOTED 'DF' (DOUG FIR) IN SCHEDULE. FRAMING SHALL BE SPACED AT 16' O.C. 5. INTERIOR SHEAR WALL FRAMING SHALL BE 2X4 (OR 2X6 PER SCHEDULE) HEM FIR r2 SPACED AT 16, O.C. 6. EDGE FRAMING OR END OF SHEAR WALLS 514ALL BE FRAMED WITH: (2) MINIMUM 2X6 (2X6 WALL$), (2) 2X4 (2X4 WALLS), OR SOLID SAWN POSTS AS NOTED IN THE SCHEDULE. T. BLOCK ALL UNSUPPORTED HORIZONTAL SHEATHING EDGES WITH 2X6 OR 3X6 AS NOTED IN SCHEDULE. ALL VERTICAL ABUTTING SHEATHING EDGES SHALL BE 2X6 FOR EXTERIOR WALLS OR 2X4 FOR INTERIOR WALLS OR AS NOTED IN SCHEDULE. S. SOLE PLATE SHALL BE 2X6 FOR EXTERIOR WALLS. SOLE PLATE SHALL BE 2X4 OR 2X6 FOR INTERIOR WALLS. SOLE PLATE NAILING SHALL BE 16d SPACED 12' O.0 (MAX OR LESS AS SPECIFIED IN SCHEDULE) SHEARIUALL SCHEDULE (1)(2)(4) 15) (3) (6) ABUTTING ABIUTTING (6) BOUNDARY WALL TYPE SHTG. EDGE NAILING SOLE PL NAILING VERT. PW 14ORIL PW SOLE FRAMING HOLDOUN REMARCB / SHEAR UPLIFT (LENGTH x GAGE) EDGES EDGE$ PL (VERTJ TYPES DETAILS (PLF) FORCE 5 146,055 Sal s 4'Or- (2 �, X 0.131') Ibd • 6' O.C.MST31 (3 } . X 0.I35.) 2x6 2* 2x6 2-2xb OR M6TC6653 3,S 3 215 pit 20 k !1) Q 6 ,llb' OSB SSal• 4' O.C. (2 f ' X 0.131') Ibd • 12' O.C. (3 } , X 0.135') 2x6 2x6 2x6 2-2xb MST31 OR MSTC66B3 135 pit MID k 3 3 Q146' 065 6d a 2' O.C. (2-yj' X 0.1317 Ibd • 3' O.C. (3 ' x CBS')M6TCbb83 3xb 3x6 3x6 2-2x6 MST3T C J 525 pit 3B k 3 3 Q8 146, 068 ad • 3' or_ X 0.1311) 16d • 6' O.C. (3-} ' X 0.1357 2x6 2x6 2x6 2-2x6 MST31 OR MSTC66B3 C j 29m pit 23 k Q 1/Ib' OSB 8d - 6' O.C. (2 -�, X 0.1311) Ibd • 6' O.C. (3-} X 0.135') 2x6 2xb 2x6 2-2x6 NONE 223 pit 00 k m N � a a 0 p 0 Project # 12318 Sheet S5 NQM. FOR ALL OTHER EXTERIOR WALLS NOT SPECIFIED IN SCHEDULE ABOVE, SEE NOTE 2. IN 'SHEAR WALL SCHEDULE NOTES'. CITY OF EVERETT REVIEWED FOR PERM