5132 27TH AVE W 2021 Plans 2025-02-03

ENGINeeRING 250 4TH AVE. S., SUITE 200 NOTE: EDMONDS, WASHINGTON 98020 STAGGERSHEATHING AS 2x BLOCKING ONLY PHONE (425) 778-8500 SHOWN.( BLOC ) IF BLOCKED DIAPHRAGM IBC TABLE p� FOR 2x4 STUDS,PROVIDE SINGLE FAX (425 778-5536 2306.3.1,CASE 1 OR 3) IS SPECIFIED z ROW OF NAILS STAGGERED EA SIDE FRAMING MEMBERS W/ \z WITH 11/2"EDGE DISTANCE.FOR INTERMEDIATE SPACING PER PLAN ,..r 2x6 STUDS,PROVIDE(2)ROWS OF FRAMING MEMBERS '^ NAILS SPACED AT 21/2"W/11/2" _ SHEATHING _ N p EDGE DISTANCE STAGGER NAILS ON EA SIDE PANEL,TYP -I OF PANEL JOINT AS REQUIRED - I I PER SHEAR WALL SCHED PANEL EDGE NAILING _ _ 9" MAX SPACING BETWEEN PER SHEAR WALL CONTINUOUS - - ADJACENT NAILS IN A ROW ADJACENT NAILS IN A _________ _ _ __ __ __ __ __ __ __ __ __ _____ SCHEDULE,nP PANEL EDGES ROW ARE TO BE -r' -� n______-n- -- - --rn PANEL EDGE NAILING INTO I DRIVEN FROM I•I ICI I•I LI LI LI I•I HOLDOWN CHORDS,TYP I I I I I OPPOSITE SIDES,TYP ill ii ii i . L_ IL_J � II II I 11 II II III INTERMEDIATE -_ �'- -, .- - G• G HEADER PER PLAN III NAILING @ 12"OC �G I.I I•I 0 pf FAS •I I I I I I I _ rl rl I•I 1•I I� I I I I I I I I I I I I I o.13r'p x 3"Naas,TYP o IIII I II I• 1 li Ills ii II Ii II I � A o`( I� Ili II 1 II ILI I i� I•I l FRAMING E ADJOINING 1 1 SHEATHING PER PLAN AND I m CRIPPLE STUDS PER IIII 1 PANEL EDGES PER SHEAR I' SHEAR WALL SCHEDULE _ _ PLAN;DO NOT CUT IIII I• I•I — I'I WALL SCHED — — — — — — Huss AWAY MATERIAL FROM I• LI r (5)STUDS MAX TO •A. L I•1 III I I I BE USED FOR HOEDOWN CHORD PER `SIGNAL CRIPPLE STUDS I III h I•' SCHEDULE.REFER TO I I I I BUILT-UP COLUMNS I ,il I I II II II II III •I TYPICAL BUILT-UP -. ... I•I I• IIII I• I I I I I,I I,I I I FULL-HEIGHT I I•I I I I I I I I I I I I I•I COLUMN DETAIL HOEDOWN CHORD IIII •I "II ILII II I I I I I•I1 I II •__Jfi Lr____________iI•hI_-_-_-_-_-_-iI hI•__________ � TYPICAL FLOOR/ROOF SHEATHING DETAIL TYPICAL BUILT-UP STUD COLUMN DETAIL I•I ADDITIONAL END STUD I•I IF REQUIRED TO i j l III j,•I I I PROVIDE I•I COUNTERSINK FOR 1 I I•I I•I I,•I I•I �.� I,I II,I HOLDOWN BOLTS nP DOUBLE I• III J III HOEDOWN ANCHORAGE - TOP PLATE J I, I PER PLAN AND SCHEDULE a AS W/SIMPSON BP (2)ROWS OF(8)0.131"0 z 3" PL WASHER,nP 1/2"TO NAILS @ 3"OC EA SIDE OF F- Id I, I,I I,I I,I I•I SIMPSON CNW COUPLER 2 1/4"END m NUT W/SIZETO MATCH SHEATHED EDGE DISTANCE,TYP SPLICE AND(2)@ 9"OC Z O I, HOEDOWN ANCHORAGE PLATE WASHER ELSEWHERE W/11/2"EDGE SIMPSON A35(ONLY O co ys PT SILL PL PER SHEAR PERSHEAR DISTANCE 3"OC REQUIRED AT EXTERIOR d N WALL SCHED •I A WALL SCHED HEADERS GREATER H f- I.I I, I,I I,I I,I SPACING - I•I SPAN)THAN 6' O ____.i __ _ J1__ PANELEDGE IIr. N _L L__•___•_t L______l LJ W W • NAILING PER SHEAR II II _n_r-____F•-I--T--T- WALLSCHED II TOP CHORD (6)0.131"Orz3"NAILS O d d z II II CONTINUE HOLDOWN CHORD SPLICE J AT LOCATIONS WHERE IT IS NOT POSSIBLE BOTTOM TYPICAL STUDS I j TO FOUNDATION TO INSTALLTHE SPECIFIED 0.131"0 CHORD N N SPLICE NAILS,THE CONTRACTOR SHALL SPLICE m 1L_...4a_ _1L�_____10 BEAM OR HEADER PER Q N O _ INSTALL SIMPSON C520 STRAPS EA SIDE .II I-1 I L SECTION A-A PLAN AND NOTES O^m AS SIZE AND SPACING A —III. II II OF WALL AT SPLICE.INSTALL EA STRAP CONCRETE FOOTING PER PLAN AND SHEAR II II II SCALE:11/2"=1'-0" W/(12)lOd AT EA END.WHERE BOTH ORP/T SLAB WALL SCHEDULE,TYP RIM BOARD �� PLATES ARE CUT,INSTALL CS20 STRAPS NAILING PER TYP AT EA PLATE AND EA SIDE OF THE WALL. BUILT-UP STUD OR BLOCKING /1 Q NOTES: �� CONCRETE STEM WALL COLUMN DETAIL 1.REFER TO STRUCTURAL NOTES FOR 6'-0"MIN BETWEEN SPLICES m-L-L ADDITIONAL INFORMATION, CONCRETE FOOTING 'IL I DESIGN: RMK 2.FOR SHEAR WALLS WHERE NO HOEDOWNS SPLICES TO OCCUR AT I RIPPLE STUDS PER PLAN ARE SPECIFIED THE FIRST AS SHALL BE Q AT HOEDOWNS:PROVI DE FULL HT DRAWN: LVW LOCATED NOT MORE THAN 1'RS AND NOT — — — _ _ CENTER OF VERTICAL STUD AND COLUMN SCHEDULE OR — — HOLDOWN CHORDS PER HD SCHED. STRUCTURAL NOTES CHECK: LESS THAN(7).BOLT DIAMETER$FROM END - — .III— .III— L OTHERWISE:Ill 2x FULL HT OF WALL. TOP CHORD SPLICE BOTTOM CHORD SPLICE JOB NO: 21257.10 DATE: 07/21/21 TYPICAL SHEAR WALL DETAIL TYPICAL TOP PLATE SPLICE DETAIL TYPICAL HEADER DETAIL 1"=1'-0" {r� I - I! I EDGE NAILING PER PLAN BEAM PER PLAN 1 AND SHEAR WALL AND SCHEDULE i SCHEDULE OR EDGE NAILING PER PLAN 2x6 STUD @ 2x4 CROSS WALL SIMPSON A35 EACH STRUCTURAL NOTES,TYP AND SHEAR WALL 2x8 STUD @ 2x6 CROSS WALL JOIST DIRECTION SIDE OF BEAM SCHEDULE OR „�• PER PLAN 0.131"0 x 3" STRUCTURAL NOTES,nP NOTE: - J NAILS @ 9"OC � SUPPORTS AT SOLID �F _ POSTS SIM o a 'MN J Q - STUD WALL - p p STUD 21/2"0 MAX HOLE WALL 1/25PAN Q // ALLOWABLE DRILL AREA O L i BEAM PER PLAN J 1/3 DEPTH (2)ROWS OF 0.131"0 x 3" EDGE NAILING PER PLAN AND AND SCHEDULE �_______ _ ____� �yf L SCHEDULE OR Q MIDDLE 1/3 '^ NAILS @ 9"OC SHEAR WALL ` _ V STRUCTURAL NOTES,TYP J N SIMPSONLTP4OR A354'MIN 1/3 DEPTH W Z A35 FRAMING STUD WALL PER 0.131"0 x 3" ANCHOR EACH SIDE FRAMING PLAN NAILS @ 9"OC OF BEAM Z j Q1 N07ES,TYP NOTE: STUD WALL PER FRAMING HOLES DRILLED THRU JOISTS SHALL BE PLAN NOTES,TYP 1/3 SPAN _ I LOCATED IN THE MIDDLE THIRD OF Q � Q NN 1 3 SPAN 1/3 SPAN THE JOIST DEPTH&MIDDLE THIRD OF L.L SHEATHING(OR GWB)AND j MIDDLE THE JOISTSPAN,BUT NOTTHE EXACT NAILING PER PLAN AND SHEAR SHEATHING OR GWB)AND SOLID OR MULTIPLE SOLID OR MULTI-LE SPAN, W -�• WALL SCHEDULE OR NAILING PER PLANAND SHEAR CENTER-AN.CONTRACTOR SHALL STUD COLUMN PER PLAN STUD COLUMN PER PLAN STRUCTURAL NOTES,TYP WALL SCHEDULE OR BEAM WIDTH, MINIMIZE HOLE SIZE F POSSIBLE. STRUCTURAL NOTES,T'fP MIN UNO CONTACT ENGINEER FOR DRILLING Y CV L~ 0 OUTSIDE AREA SHOWN A.CORNER INTERSECTION B.'T'INTERSECTION PARALLEL TO STUD WALL PERPENDICULAR TO STUD WALL a TYPICAL WALL INTERSECTION DETAIL ,� TYPICAL FLUSH BEAM SUPPORT DETAILS GUIDELINES FOR HOLES DRILLED THRU JOISTS N �I SCALE: 1"=1'•0" Q SCALE: 1"=1'-0" SHEET: S 1 r1