9914 18TH AVE W B 2023 Plans 2025-02-03

TOP PLATE PER 13/SO6 - - TO SHEAR WALL SCHEDULE O STUD-NAIL SHEATHING CRIPPLMATCH WALLS STUDS ()x MATCH WALL STUDS (IN ACCORDANCE w/Al/2 12021 2015 SECTION 4.3) J - TO EACH MEMBER w/HALF OF i Updated 1/20/2021 SHEATHING NAILS - -_-- _ - -.____ -__ l �]. _._ - _ __-_ --.-____. MINIMUM NADTH OF NAILED STRAP HOLD DOWN PER PLAN CRIPPLE - PANEL A FACE OF PANE NED@GEB ANCHORAGE TO CONCRETE SEISMIC WIND WRAPPED AROUND BEAM- ♦ STUDS NOT WALL SHEATHING EDGE MUDSILL FACENAILING FRAMINGCLIPS CAPACITY CAPACITY NAIL STRAP OVER SHEATHING REQ'D IF 1 TYPE NAILING PLATE ALT.STRAP LOCATION -� -- -- h/b=2 h/b=2 LESS THAN 24' F SINGLE BUILT-UP HEADER PER PLAN II I 7 li \ -- - -- -- - - ANCHOR BOLTS MUDSILL ANCHORS h/b=3.5 h/b=3.5 - SOLID BLOCKING BELOW - I _ MEMBER r - ---� --- MEMBER BUILT-UP STUDS - i PANEL EDGE NAILING A35 @ 27'oc P1-6 1 SIDE 6"oc 2x 2x 2x 6"oc or ss'O @ 60"oc MASAP @ 52"oc 240-p1f 240.p1f "fig FULL HEIGHT 194y1f 194-p1f ` HEADER PER PLAN _ LTP4;27'oc I WINDOW OVER SHEATHING) Pia 1 SIDE 4"oc 2x 2x 2x 4'oc LTP4 @ 18 A35 @r 8'oc sa,O @ 46"oc MASAP @ 36"ac 350-pif 350.p1f II I PPLY ' STRAPS @ oc 284-PI 284-p1f 'I Al FULL A35 @ 14 oc 2x HEADER E OPENING HEIGHT STUD PiJ 1 SIDE 3"oc 3x (2)2x 2x 3"oc or sa 0 @ 36"oc MASAP @ 28"oc 450-p1f 450-p6 / BEAM PER PLAN NO W/(2)12d TOENAILS 36 If 36 If ( L ! EA-END STUDS PER PLAN - LTP4 @ 14 oc 6� TOP PLATE ATSIM I I, -. ___-_- - FASTENED TOGETHER A35 @ 7'i oc 590.tt 820-If BTL 1 _21' W/12d @ 8"oc Pt-2 7 SIDE 2"oc 3x (2)2x 2x 2"oc 478-p1f 669-p1f se 0 @ 20"oc MASAP @ 18"oc P p x4 FLAT BLOCKING _ - LTP4 @ 7'i oc BEHIND STRAP ((1)2x U.O.N.] - - A35@18'oc ENGINEERING P.S. P2-4 2 SIDES 4"oc 3x (2)2x 3x (2)Rows,4"oc and 5 0 @ 28"oc MASAP @ 15"oc 56&ptt SfiB-Elf L LTP4 @ 18"oc P p -� A35 @ 14'oc ---- - -- - Q P2-3 2 SIDES 3"oc 3x (2)2x 3x (2)Rows,3"oc and sa'O @ 22"oc MASAP @ 11"oc 900-PH 900-plf J �y T 2 0 19 18 LTP4 @ 14"oc 733PIf 733 Elf •+x ---_. __ - - A35@8"oc ,� _ - - --- -- ----------- - -- P2-2 2 SIDES 2"oc 3x (2)2x 3x (2)Rows,2"oc s.� 1180-p1f 1640-p1f ------- and a 0 @ 12"oc MASAP @ 7"oc LTP4 @ 8"oc 957-p1f 1338-p1f SHEAR WALL SCHEDULE_NOTES U (2)2x STUD-NAIL 12d @ 6"oc 'SECTION 4 3.7.1.7) srMa". SHEATHING TO EACH (FACE NAIL PER 1/SO6 "OSB or sue-PLYWOOD SHEATHING OR SIDING EXCEPT GROUP 5 SPECIES.MINIMUM PANEL SPAN RATING OF(24/0).PANELS SHALL NOT BE LESS THAN 4'x8',EXCEPT MEMBER w/HALF OF @ SHEAR WALLS) AT BOUNDARIES AND CHANGES IN FRAMING.ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. ° (2)2x STUD-NAIL SHEATHING SHEATHING NAILS mmsrzoza TO EACH MEMBER w/HALF OF -SOLID BLOCKING BELOW (Z) (SECTION 4.3.7.1.2.&SECTION 4.3.7.1.3) SHEATHING NAILS BUILT-UP STUDS -- - - ------ --- �_- - -- - - - PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES.NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS @ 12"o MAXIMUM - ♦ - - STUD SPACING SHALL BE 16"oc.SHEATHING NAILS SHALL BE 0.131"0 x 2'Z'.PLYWOOD EDGE NAILING SHALL BE STAGGERED.NAILS SHALL BE LOCATED AT LEAST se" STRAP HOLD DOWN FROM THE PANEL EDGES. STRAP HOLD DOWN PER PLAN PER PLAN NAIL STRAP WRAPPED AROUND BEAM- OVER SHEATHING NAIL STRAP OVER SHEATHING --TOP CHORD SPLICE 8 INTERMEDIATE NAILING(12"ac) BOTTOM CHORD SPUCE i MIN MIN PANEL EDGE NAILING PER SCHEDULE(STAGGERED) Q 4'-I"MIN.BETWEEN SPLICES / (�(SECTION 4.3.7.1.4) w ----LOCATE SPLICE @ CENTERLINE THE MINIMUM NOMINAL VVIDTH OF THE NAILED FACE OF FRAMING AND BLOCKING AT ADJOINING PANEL EDGES SHALL BE AS INDICATED IN THE SCHEDULE. Q OF VERT.STUD,TYP. SINGLE MEMBER (FLATWISE) PER© BEAM PER PLAN ? STUD,PLATE,BLOCKING,RIM, / / PER© 15 14 13 OR OTHER FRAMING MEMBER CONT.TOP PLATE PER --_- - '^ 13/SO5 FASTEN TO PANEL EDGE NAILING „ W HEADER W/12d @ 6"oc © 0 3 ^^`` PANEL EDGE 34 � // 4'. W HEADER NAILING CONT.TOP PLATE PER ADJOINING PANEL EDGES E PER PLAN FASTEN TO HEAD BUILT-UP MEMBER O / \ HEADER W/12tl @ 6"ac PARTY WALL PER PLAN-- - - - SHEATHING 8 NAILING AT -TOP PLATE PARTY WALL PER PLAN -- CONTINUES • PER®-/- U a (BLOC 6"STRAP HEADER PER PLAN C � AT SIM -- -{� STUD,PLATE,BLOCKING,RIM, J (BLOCK BEHIND) SHEAR WALL EDGE - - J • a g t _ FACENAIL PER 1/SOB @ ® _ OR OTHER FRAMING MEMBER C --- <------ NAILING ® O ya -- - ------- SHEAR WALLS li 0 = _ iT � \ / EXTERIOR WALL PER PLAN2x LU 1 CRIPPLE , rl- TI STUDS @ 2%CRIPPLE 0 1 - HEADER TM - ' ® ® �f 1 cN - -- �- 4 ADJOINING PANEL EDGES ADJOINING PANEL EDGES N U STUDS @ 16"oc > LL -PANEL EDGE ® FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF 1'" NJ NAILING SHEAR WALL EDGE Q 2 2x HEADER ` SHEATHING& - FRAMING NAILS SHALL BE 0.131"0 x 3'J".0.131"0 x 3"NAILS MAY BE USED WHEN STITCHING TOGETHER(2)2x MEMBERS WITH NO SPACERS. V J EXTEND () FULL HEIGHT NAILING fl / / NAILING PER PLAN STRAP 24" _ (HALF EA.STUD) AT ADJOINING PANEL EDGES WHERE SHEATHING CANNOT LAP ON SINGLE MEMBER AND FACE NAILING CANNOT BE ACCOMPLISHED,FRAMING CLIPS SHALL BE USED TO C I ��? ��------- - -- - - FASTEN BUILT-UP MEMBERS.USE 0.131"Ox21z'NAILS AT LTP4 CLIP WHEN INSTALLED OVER 12"SHEATHING. (BLOCK2FUSLL LENGTH OF \2 EXTENDER t / EXTEND -- ----- -_-- O () � ++ EXTEND (BLOCK BEHIND, --- -- - `♦ `. { ._ OF SHEAR WALL)TYP STRAP 24" -_- �J EXTEND STRAP EA SIDE OF STEP 24'AT SIM / STRAP 24' / COOT(2)CSi6 STRAP - ` ♦ ♦ - ♦ W (BLOCK BEHIND) PER PLAN Al STUD ((2)2x MIN.) .i ((2)2x MIN.)L I STRAP HOLD DOWN PER -- PER PLAN,TYP. PANEL EDGE NAILING -_` � PER SHEAR WALL SCHEDULE -- / PER PLAN / HOLD DOWN PER PLAN _ PLAN(WHERE OCCURS) FACE NAILING PER LAP RIM OPTION LAP PLATE OPTION A35 OPTION LTP4 OPTION W (APPLY OVER SHEATHING) °. - - - - ' P.T.3x6 MUDSILL PER PLAN SHEAR WALL SCHEDULE ® (SECTION 43643) PANEL EDGE NAILING FULL -- - xt:!.- -- ANCHOR BOLTS EMBEDMENT SHALL BE 7",U.O.N.ALL ANCHORS SHALL HAVE 3"x 3"x 0.229E PLATE WASHERS.PLATE WASHER SHALL EXTEND TO WITHIN'z'OF THE HT(HALF EA STUD) ANCHOR BOLTS PER 1/SO6 EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING.IF SHEATHING IS ON BOTH SIDES OF THE WALL,STAGGER THE ANCHOR BOLTS,AS REQUIRED,SO THAT O w m HALF OF THE PLATE WASHERS ARE WITHIN 1z'OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE.HOLE IN PLATE WASHERS MAY BE DIAGONALLY SLOTTED. t P.T.3x6 MUDSILL PANEL EDGE NAILING HOLD DOWN AND ADD'L u \ II I PER SHEAR WALL STUD PER PLAN ANCHOR BOLT OPTION MUDSILL ANCHOR OPTION SCHEDULE _:: (WHERE OCCURS) 2-'MAX - aw 3"x3"x0.229"PLATE WASHERS FACE NAILING PER ' M Z STUDS PER PLAN-- SHEAR WALL SCHEDULE ` -- • - • - O BASEMENT #4 @ 16"oc, JOB NO.: SLAB ELEV. I_I i • - - 1 -• 23-239-06 _ Pz'TYP. STRAP HOLD DOWN PER '' PLAN(WHERE OCCURS) GARAGE - _ CONCRETE STEM WALL -CONCRETE STEM WALL PLOT DATE SLAB I FACE NAILING PER ' PER PLAN PER PLAN O6/08/2023 FOOTING PER 1/S07 H ELEV. H @ 1OOK ARO AR UND PER SHEAR WALL VERT PANEL EDGE NAILING ---- SHEAR WALL SCHEDULE ' SCHEDULE �� P.T.MUDSILL P.T.MUDSILL DATE: O6/OB/2023 _ - �:♦ .. SCALE: 'y"=1'-0„ STEP FOOTING PER 11/S07 --®(ANCHOR BOLT OPTION) ®(MUDSILL ANCHOR OPTION) DRAWN: BDS PER STUD PER AND ADD'L HOLD P - PLAN CHCKD: RMH FOOTING I'. (WHERE OCCURS) SEE 4/SO6 CONTINUES STUDS PER PLAN--- Ali--'� BLDG: SHEET NO.: FOR CALL-OUTS 5 AT SIM N COMMON 4 STUDS PER PLAN 3 1 -- - --- - - A S06